Loading...
HomeMy WebLinkAboutCingular Colocation EMFD • NEW D ■ cin ular WIRELESS "F'Y �Q07 SITE NUMBER: LI-1017 CINGULAR ID: NYCENY1017 SITE NAME: EAST MARION DRAWING INDEX REV DIRECTIONS PROJECT INFORMATION FROM CINGULAR OFFICE TAKE 495 EAST TO OLD COUNTY ROAD (CR-58) TO MAIN ROAD (SR-25). FROM 1-495 APPROXIMATELY 26 MILES. SITE WILL BE ON THE LEFT OF MAIN ROAD. T01 TITLE SHEET H SCOPE OF WORK: AN UNMANNED TELECOMMUNICATION FACILITY INCLUDING THE INSTALLATION Z01 SITE PLANOF OUTDOOR EQUIPMENT CABINETS AND (3) PANEL ANTENNAS MOUNTED 0 WITHIN UNIPOLEE Z02 DETAILED SITE PLAN AND DETAILS O SITE ADDRESS'_ 9245 MAIN ROAD EAST MARION, NY 11939 Z03 ELEVATION VIEWS 0 LAND OWNER: EAST MARION FIRE DISTRICT VICINITY MAP P.D. BOX 13111- Z04 CONSTRUCTION DETAILS 0 EAST MARION, NY 11939 APPLICANT: NEW CINGULAR WIRELESS PCS, LLC Z05 LANDSCAPE PLAN O 15 EAST MIDLAND AVENUE _ 41.1278-72.3414 PARAMUS, NEW JERSEY 07652 � TAX ID NUMBER: 31-3-11.31 TIUUNDERSIGNED,PURSUANT TO SOUIHOLD TOWN CODE SECT ION 2s LATITUDE (NAD 83): 41• 07' 40.1" 100'254(0 ACKNOIEDGES THAT THE CONDITIONS OF THE SITE PLAN LONGITUDE NAD 83 : 72' 20' 29.2"_qR O AL SET ORTH IN THE RESOLUTION OF APPROVAL DATED ( ) *' y / FARE ACCEPTED.(SEE COMMONS ON RESOLUTION) 4R ELEVATION (NAVD 88): 32' AMSL PLEASE PPXrrN JURISDICTION: TOWN OF SOUTHOLD ea✓v t CURRENT USE: FIRE STATION T � q/1Q/� A. T f "� •a� PROPOSED USE: TELECOMMUNICATIONS FACILITY A OR ED SIGNATURE 25rt...,, ..•�'•? TII'I, DATE 114 CURRENT ZONING: SPLIT-ZONED HE AND R-40 APPROVED BY ELECTRIC COMPANY: LIPA 60 TELEPHONE COMPANY: VERIZON TOWN OF SOUTHOI,D PI..ANNING BpARD Od _L/ /1i4 9 SITE QUALIFICATION PARTICIPANTS A RIZED SIGNATURE TITLE DATR 2s NOTE:The approved site development plan shall be valid for 43 NAME COMPANY NUMBER a period Of three(3)years from the date of approval as perSB A/E JOHN STEVENS INFINIGY ENGINEERING (518) 434-2288 Code Section 100-255. 25 O5 36 27 SAC JOY MOONEY HIGHLANDER CONSULTANTS, INC. (631) 581-8105 Z4 24 39 27 LANDLORD DANIEL WOOD EAST MARION FIRE DISTRICT (631) 477-0539 5t 104 27 80 CON GERRY BROCK BECHTEL (205) 335-5505 RF TARIK OUAllANI BECHTEL (201) 755-2154 a �/ A i 6 n9 fR en; !9" / EAST MARION NE: 300 GRUT o S 8Lw. Gam' SITE NO. LI-1017 TITLE SHEET STE. 312 c n 0 -16-07 ISSIIEU FOR ZaMG MY( GJW JJ6 ALBA9Y, Nr uzo3 9245 MAIN ROAD OFFICE: (618) 690-0760 EAST MARION,NY 11939 r A _20-06 IssuED FOR niMiw/e0rlprt FM CJW .us 150-034 WIRELESS 40 DATE RENSKINS BY CHK P' JOB / SITE DRAWING NUMBER REV SC6LE: DESIGNED: DRAWN: 24897 NVCENV7017 TO1 p nnl or I \ N/F GENERAL NOTES: \ ANTHONY LEKAKIS \ I. SITE PLAN INFORMATION WAS WAS BASED ON VARIOUS SOURCES USE: RESIDENTIAL VACNAT LAND \ OF INFORMATION INCLUDING FIELD NOTES & MEASUREMENTS I ZONED: R-40 \\ji,3, SITE PLAN IS NOT TO SCALE. PERFORMED BY INFINIGY ENGINEERING, PLLC OF NY. D ACTUAL FIELD CONDITION OF ^ EXISTING BUILDING STRUCTURE IS 2. THIS PROPOSAL IS FOR AN UNMANNED TELECOMMUNICATIONS FACILITY N/F % NOT WHAT IS DEPICTED ON THIS CONSIS TING OF PANEL ANTENNAS MOUNTED TO A UNIPOLE, CHERYL L. SONDARCHUK \ PLACEMENT OF SMALL, WEATHERTIGHT RADIO EQUIPMENT CABINETS � Z03 \ PLAN, CINCULAR COMPOUND ANDUSE: RESIDENTIAL - 1 FAMILY RESIDENCE TOWER SETBACK DIMENSIONS AREWITHIN THE SUBJECT LEASEHOLD, AND ASSOCIATED APPURTENANCES. ZONED: R-40 IXISIING \\ TRUE FROM PROPERTY ONES. 3. THE PROPOSED CINGULAR WIRELESS SERVICES FACILITY WILL BE UNMANNED AND `3gUj 1t 1F CONC' SAAB % �� \\ DOES NOT REQUIRE WATER OR SEWER SERVICE. YD LOT 1 a�• �, �k1�,h �'�/ ," \\ 4. THE PROPOSED CINGULAR WIRELESS SERVICE FACILITY IS UNMANNED, AND IS NOT ,, N F \- INTENDED FOR HUMAN HABITATION AND THUS DOES NOT REQUIRE HANDICAP g5% PROPOSED 16'x22' w q� WHITE SW EMLL \\ ACCESS. C\i FENCED ' UNI AREA USE: 1 FAMILY \ \ 5. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION ZO2 WITH 110' BUJEE \ RESIDENCE \ BY CINGULAR WIRELESS TECHNICIANS APPROXIMATELY 2 TIMES PER IN NEUTRAL BLUE ZONED: R-40 \ \ ) ` GRAY COLOR / N/F + \ MONTH. C EASTERN BREEZES }.Ng6 a �\ * `� R E. ''�\� \\ 6. NO STROBIC LIGHTING IS INCLUDED IN THIS PROPOSAL. EXISTING USE: 1 FAMILY ` \ �+ .Y,1�V' w BUILDING A 5 1 RESIDENCE �9"\ 7. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM ZONED. R-40 `& \\ THIS PROPOSAL. \P� \�, \ 8. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. ``` 9. EXTERIOR SIGNS ARE NOT PROPOSED. N/F }ZAD PROPOSED ACCESS THROUG♦ GEATRAKIS & GEORGE ` EXISTING ENTRANCE AND ` \ 10. NO NEW ACCESS ROAD WILL BE REQUIRED UNDER THIS APPLICATION. C KORTSOLAKIS ` MKING AREA \ USE: RURAL RESIDENTIAL gJy9-� \ \ 11. TOTAL AREA OF DISTURBANCE UNDER THIS PROPOSAL: 370 SF:: ZONED: R-40 Ott• /) / \ 1 \� \\ 12. THE INCREASE IN STORM WATER RUNOFF DUE TO THE INCREASE IN I 'K? / \ IMPERVIOUS AREA IS INSIGNIFICANT. EXISTING DRAINAGE PATTERNS WILL \4. 71•% /// \\ NOT BE ALTERED. THEREFORE, DRAINAGE STRUCTURES ARE NOT PROPOSED. \ _ •'`D°! \ •./ // \\ 13. ALL CONSTRUCTION FOR SITE IMPROVEMENTS SHALL CONFORM TO APPLICABLE �p SPECIFICATIONS, STANDARDS, AND REQUIREMENTS OF THE GOVERNMENTAL �• .Y� B / OR UTILITY AUTHORITIES HAVING JURISDICTION. 14. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED N/F `I•EXSRNG d ` ' / �. AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF SYLVIA M. DALEY 5 FIREHOUSE //�' THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. USE: 1 FAMILY RESIDENCE k26' b `l9• +t / NOTE METES AND BOUNDS ARE TAKEN EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN ZONED: R-40 % ` // PO FROM A SURVEY PERFORMED BY EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. y ory / O PECONIC SURVEYORS PC, LICENSED CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING LAND SURVEYOR. CREW. THIS WILL INCLUDE BUT NOT LIMITED TO A) FALL PROTECTION S 65.40.00• WB) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION 19.38" !'?• / 15. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWING AND STIPULATED IN THE PROJECT SPECIFICATIONS. N/F 1y ,/ EXISTING 16. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER E.M. WAR MEMORIAL ASSOC. URUIY POLE APPROVED BY REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. B USE: RESIDENCE ZONED: HE 17. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW „2 AWAY FROM THE RADIO EQUIPMENT AND TOWER AREAS. SITE PLAN PLANNING BOAFID 18. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 0 TOWN OF SOUTI'IOL9 19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTIUTIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, M7---- SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE DATE SEP 10 2W! EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF SYMBOLS AND MATERIALS SITE LEGEND y ------ -- ENGINEERING. --_--_ F 20. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND GALLED NORTH 7 �B(( 'I NOT COVERED BY THE PROPOSED IMPROVEMENTS SHALL BE RESTORED DETAIL REFERENCE PROPERTY UNE uA AS REQUIRED. ��A FENCE LINE - -'' 21. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION,♦♦♦ ■ ■ K K- - _—________.._.. .._. SECTIONS AND DETAILS SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR E ELECTRIC SERVICE EROSION AND SEDIMENT CONTROL. 22. ALL SITE WORK SHALL BE COORDINATED WITH THE PROPERTY OWNER 0 CONCRETE * AS REQUIRED.TELEPHONE SERVICE 23. CONTRACTOR ONTACT DIG ALERT: 800-962-7962 TO EARTH 5o PROPOSED CONTOUR LOCATE UTIES PRIOR TO CONSTRUCTION. GRAVEL/STONE 50EXISTING CONTOUR AM O�S. uj��O A Z infinigy • NEw e ngIneering cd EAST MARION 300 a,Ent onxs elw. SITE NO. LI-1017 c i n g u I a r SITE PLAN T 3,: o tIf-07 Issum TDR mro IMK ua . Nr 12203 9246 MAIN ROAD OFFICE: (518) 60-0790 EAST MARION,NY 11939 A 2o-OB swm TOR REYEN/C.oLIIFNT PHR C:JW D-It 19 S 150-034 WIRELESS DATE RE MNS B CWC P. JOB SITE i F DRAWING NUMBER REV v SCNE: ' EIMCNED: DRAWTJ: 24697 INYCENY10171Z01 1 0 ^ 9Fn a AUX CABINET SUPPORT POST + BRACKET FOR EXTENDED T HANGER BRACKET CHANNEL (PIROD INC OR EQUAL) (PIROD INC OR EQUAL) MAXIMUM ALPHA 850/1900 BTS REMOVNCUT ST LENGTH G UNCAPPED SUIT ENE BY CABLE SPAN = . 80' (TY62) D FJ 24 VDC PART NO. 852168 OR 852163) (PIR 9" PART NO. RIDGE ) BETA 850/1900 BTS Q 9" WIDE ICE BRIDGE � CHANNEL (PIROD INC. OR CUT ICEBATTERY CABINET CQHANN)EL LENGTHBTOO SUR GAMMA 850/1900 BTS INSTALL DRIP LOOP ON ANTENNA (SEE NOTE) (PIROD PART CABLES AT BOTTOM OF NO. 852168 OR 852163) TOWER/MONOPOLE. BENDING PROPOSEDRADIUS PER MANUFACTURER'S GATE (TYP) T\ ANTENNA CABLES STANDARDS BYOGTROCOMMSCOPE BY CONTRACTOR. NOMINAL CABLE jjCABLE HANGER MANUF. MIN. PART BEND RADIUS CABLE SIZE PART NUMBER 4�i�7 4 Z FOR CABLE HANGER NUMBER �44h�.NN- o SEE TABLE BELOW 7/8• FXL1070PE 1070EZS 10" MCPA CABINET 1 1/4" FXL1480PE 1480EZS 15" N Q LOCATION OF CINGULAR EQUIPMENT ON g• CR1973PE 1873EZS 20" APPROXIMATE 10'-0"z22'z8" DEEP PROPOSED 1 5/8 CONCRETE PAD 2" ABWE EXISTING GRADE a�A UMTS BIS . % o z I ��y�L�) %• PROPOSED CINGULAR o I }J 110' UNIPoLE p �' I-I_ CONCRETE PIER G IN NEUTRAL BLUE/ u PROPOSED LANDSCAPE GRAY COLOR p BUFFER PROPOSED 290 SQ. FT. CINGULAR FENCED AREA (6' BLACK VINYL COATED CHAIN LINK FENCE) 12" PROPOSED 16'x22' LOCATION OF CINGULAR GPS ANTENNA MOUNTED CINGULAR LEASE AREA TO PIPE MOUNT CABLE ICE BRIDGE DETAIL PROPOSED POWER/ 3 SCALE: NTS TELCO FRAME ZO2 UNISTRUT PIPE/CONDUIT CLAMP P1119 OR P2558-35 (GALV.) (TYPICAL) FOLLOW MANUF. RECOMMENDATIONS FOR DUAL 150 WATT 120 VOLT BOLT TORQUE INCADESCENT FLOOD LIGHTS 3 1/2" O.D. 4'-0" DETAILED SITE PLAN �� CALLED NORTH _ POS SCKE: ---- -- — — APPROVED BY - - - �UNISTRUT P1001 (GALV) PROVIDE TOR TO Li MOUITIINGHARDWARE PLANNING 80AitD 40 D B GENERAL SITE NOTES: PIPE (GALv) w O 1. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH TOWN OF SOUTHOLD 1pUNISTRUi P1GO1 (GALV) pX TPHBpU FEED,20V. 3 LL a UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. SINGLE POLE TOGGLE m 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES DATE SEP 102007 UNISTRUT 1001 GAL SWITCH AND NEMA 3R r J-BOXSWITCH AND PLATE WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, FINISHED GRADE AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE .0 RELOCATED E DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD N le It USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER AWING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE n II It WORKING ENGINEER. u u s, a 3. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, 10'0 PLAIN WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CONCRETE OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT LCONCRE PIER INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF AN ENGINEER. 4. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW ELEC/TELCO SUPPORT RACK AWAY FROM ALL EQUIPMENT AND TOWER AREAS. SCALE: Nrs 3 5. GARBAGE, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER.. 6. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT SOF NE,vI,,- J. A COVERED BY THE BUILDING OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM Q $. SbF O SLOPE, FERTILIZED, AND SEEDED. en9fD , Pi 99 y EAST MARION • NES DETAILED SITE PLAN wo CRU o12 BLw. C.p/ SITE NO. LI-1017 I AND DETAILS 0 "" 6S11FD TOR ZONING MAX Ca sc. 1 9245 MAIN ROAD ` cTncE(sL8) 690-0790 EAST MARION,NY 11939 nguA 20-06 ISMJED FGR F0tW/00MMFM PHR GAY i!}9 150-034 WIRELESS 0 DATE REMSpNS BY CHK P' �r4608 SITE # DRAWING NUMBER REV g510vT SCALE: DESIGNED: DRAWN: 248 SIG97 INYCENY10171 Z02 1 0 u.T A T: I ENGINEERING HAS NOT EVALUATED THE TOWER FOR THIS SITE. IT IS THES RESPONSIBILITY TO INVESTIGATE ANY CONCERNS WHEN ADDING ADDITIONALD NT TO THE TOWER. SECTOR 1 — 30' PROPOSED ARE DEPARTMENT ANTENNA UNIPOLE FIRE DEPARTMENT ANTENNA SECTOR 3 — 250' SECTOR 2 — 150' PROPOSED CINGULAR EQUIPMENT PROPOSED CINGUUN EQUIPMENT AREA (1) ANTENNA PER SECTOR AREA (1) ANTENNA PER SECTOR PROPOSED CAV"AMIEMANS (I ANT&M PER SECTOR) MODEL J.' IGAIREM 800 10121 CALLED NORTH ANTENNA LAYOUT C wz J J APPROVED BY PLANNING BOARD � TOWN Of SOUTHOLD 4 ARE 30'DEPARTMENT ANTENNAS Z j DATE GREED DEPARTMENT ANTENNAS n SEP 10 2007 U O O o, 10.3' J O v < a _ b i c GC-G M ANTENNA MODEL - 800 tout -H -ANTENNA WEIGHT 46.3W LOCATION OF GPS ANTENNA MOUNTED TO PROPOSED 6' BLACK ANTENNA DETAIL MODEL #: H-FRAME VINYL CHAIN LINK FENCE KATHREW 80010121 EPROPOSED Covo" SCALE: NTS PROPOSED 6' BLACK VINYL CHAIN LINK FENCE GRADE LEVE (AMSC) AT 1Flf IME�)7ilS DESICAI, AVAiNlG1'EM7//EOWAG TOWER FOUNDATION DESIGN GRADE LEVEL = 32' (AMSC) TOWER FOUNDATION DESIGN IYtS NOT FRONDED TOIYOl AWAM FMAL ANlENAN GRADE LEVEL — (AGC) GRADE LEVEL = 0' (AGC) (BY OTHERS) RAO GOITER AND 0.'11X SIZE ANY NEED TO BE REWSEO (BY OTHERS) EAST ELEVATION �� SOUTH ELEVATION NOT TO SCALE _ NOT TO SCALE � OF Nj y A gA�P �d S. 3 rF, I n f l n I 9 �/ EAST MARION NEW Tt e n g1 neeri n g C.w/ ■ - u ELEVATION VIEWS 300 GREAT WS BLVD. SITE NO. LI-1017 D t6-07 Issun EOR 1oNRTG MAN am 312 9245 MAIN ROAD c i n g u I a r om STE iso�o7so EAST MARION, O 11939 A 10-06 5511m TOR REVIEW/COWFHT PHR CJ JJfi Q�'�n� �j' WIRELESS 0 PATE RENSIONS BY CHK P' �t B SITE DRAWING NUMBER REV 150-034 SCA E: DESIGNED: DRAWN: S)`^`! 24897 INYCENY10171 Z03 1 0 _ . . I QTN. R 4'-0" GATE OPENING D END OR CORNER POST (TYP.) 10.-0' MAX. SPACING 2' MESH, 9 GAUGE GALV. BLACK VINYL MALLEABLE IRON FORK COATED CHAIN LINK LINE POST TYP. 1-1/2 PAIR INDUSTRIAL TYPE LATCH WITH PROVISION FOR (TYP.) MALLEABLE IRON OFFSET PADLOCK (PAGE-WILSON TYPE 75 1 1/400 BRACE RAIL PIN HINGE (PAGE-WILSON GATE LATCH ASSEMBLY OR EQUAL) TOP RAIL (TYP) M-6 OR EQUAL) BLACK VINYL COATED CHAIN LINK 3/B'0 TRUSS ROD WITH H< TURN BUCKLE. mj w� 2' CROWN 2 1/2' O.D. POST �N 3-1/2" 3 (TYP.) FINISH GRADE om x �U o 48' OR 6' BELOW FREEZE I I I !I /7 GAUGE p? UNE. WHICHEVER IS GREATER I>_I I. I c f I BOTTOM TENSION WIRE (-CROWNN(TP.) _ V-2" :� III12" 0 FOR IJ- C pv i I-•I I .I^— �I�) UNE POSTIF ELECTRICAL COPPER BRAID U I I "�I 4 IU,` ~'a ? (TYP.) SEE GROUNDING DETAILS t`*' �` APPROVED J CONCRETE II %. m� L�f FOOTING, TYP. II PLANNING BOARD SPACING MAK II II SPACING (TYP.) , T,•-2• TOWN OF SOUTHOLD 7YP. FOR END, CORNER, & GATE �,�---- n�nnn7 POSTS GATE DETAIL DATE E� 1 o 2 SCv`. "5 T CHAIN LINK FENCE DETAIL (ELEVATION)II, INSSTAALLErAL �WIT SLOTTSS FENCE NOTES: B FINISH GRADE PARALLEL TO FENCE w 1. FENCING MATERIALS SHALL BE OF GALVANIZED STEEL w j 2. POST, BRACES AND GATE FRAMES SHALL BE SCHEDULE 40 (STANDARD WEIGHT) PIPE SIZES SPECIFIED ARE NOMINAL IAUETR 3. DOUBLE SWING GATE SHALL BE PROVIDED WITH TUBULAR PLUNGER N I I� III 'n I a l .��':_ i' 2AFORK LOCK CATCHES,P1 RCATCH FORK PLI LOCK �UNGERER UIBAR, ANDT 2H GATESTLOCATED AS DIRECTED BY THE OWNER. 4. POSTS, CAPS AND OTHER NECESSARY FENCE FITTINGS SHALL BE AS CONCRETE :I_� .+' MANUFACTURED BY THE FENCE MANUFACTURER OR EQUAL HINGES SHALL BE OF GALVANIZED STEEL 10" CONCRETE 5. POSTS SHALL BE SPACED EQUIDISTANT BUT NOT MORE THAN 10' O.C. 6. BOTTOM OF FENCE SHALL BE NO MORE THAN 3" ABOVE 10' GRADE AT ANY SECTION. GATE DETENT DETAIL GATE/STOPPER DETAIL scut: Nrs 3 scNE: 4 cEof IN A gr,P 5. ST�cy�O o y I n fI n I g v EAST MARION • NEw CONSTRUCTION engineeringC=. / singular 30o GRUT o Bow. SITE NO. LI-1017 M 3129245 0 16-07 esllm FOR zax6q VAK CJW u R.xr, Kr 90-0 EAST MARIOIN.NY11939A 20-06 MusD FOR REYEw11COWpO PHR cIw m 0 1096 C'' DETAILS OFFICE: (51 e) 690-0)90 150-034 WIRELESS 10DATE RensroNs Rr cNK 0 a SITE DRAMIHG NUMBER IREv e . SCALE: DESIGNED: PRAWN; 24897 NYCENY1017 Zod 1 0 ' 0E6 T 6E . NOTE SET TREE PLUMB PRIOR TO STAKING D ROOTBALL PR TO STAKE EXCEED DWAETEg OF ROOTBALL BY 24 RUBBER HOSE ROOTBALL 120' TYP. Q C II (2 PLY GREEN) GUY WIRE Q GUY WIRE RUBBER HOSE (DOUBLE STRAND, 2 4MVARE PLAN �,V �yL� 3'APPROVED MULCH ,p,T' 5 )- (3±300 SETTED APPROVEDTMMULCH S4 REBAR STAKE _ �• - �S,nV7J�� ) DRNEDBELOOa CRADE CULTIVATED SOIL- 24' DIAMETER LARGER / C„ � �`�•- O�IFY BASE THAN(gQT RT HALL COINER 4 OO7D411 ADD EXCAVATED TO SOIL `7 AS NEEDED 10 BRING - - SECTION REF M FINISHED GRADE; TAMP TO PREVENT SETTLING /.�• p TREE STAKING AND GUYING NOT TO SCALE EASTERN RD CEDAR (TYP) C PROPOSED 5' LANDSCAPE GENERAL PLANTING NOTES BUFFER 1. STANDARDS SET FORTH IN 'AMERICAN STANDARD FOR NURSERY STOCK', LATEST EDITION, REPRESENT GUIDELINE - SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. --.-- 2. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER'S REPRESENTATIVE BEFORE, ,�, ^n�O�V/�® DV DURING, AND AFTER INSTALLATION. PP U 1 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL PLANNING BOARD UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. TOWN OF SOJTHOLD 4. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 5. ALL PLANTS MUST BE CONTAINER-GROWN OR BALLED AND BURLAPPED AS SPECIFIED. DATE C�Fy, o � 6. ALL TREES MUST BE STRAIGHT TRUNKED, FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 4l Ls 7. ALL TREES MUST BE GUYED OR STAKED AS SHOWN. LANSCAPING PLAN CALLED NORTH 8. ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. scut: 1 ' 9. THE ENGINEER'S REPRESENTATIVE WILL APPROVE THE STAKED LOCATION OF ALL PLANT 10 o MATERIAL PRIOR TO INSTALLATION. 10. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS B BEFORE PRICING THE WORK. 11. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PUNTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZATION, ETC.) OF PLANTING AREAS UNTIL THE WORK S ACCEPTED IN TOTAL BY THE ENGINEER'S REPRESENTATIVE. TOTAL AREA DF D n c }300 SF 12. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 13 ANY WORK) SHALL BEIAL THAT ROMPTLYIREMOVED FROM TURNS BROWN HE SITE AND REPLACED OR DEFOLIATES R TO WITHTOTAL MATERIALCOF THE OF THSAME SSPECIES, PLANT MATERIALS LIST QUANTITY, SIZE AND MEETING ALL SPECIFICATIONS. 14. THE CONTRACTOR SWILL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE QUANTITY COMMON NAME SIZE REMARKS (1) YEAR BEGINNING AT THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MME ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. 12 EASTERN RED CEDAR Y MIN. HEIGHT O EQUALLY SPACED ALL PLANTING MFRS WILL E TILLED AND RPNffD FOR PLANTING BY THE ADDITION OF APPROPRIATE SOIL AMENITIES AND TOPPED WITH MIN. 3'APPROVED MULCH. or Ne yy q�P�a Fy A i nfi n i a �/ NEW e n g i n e e r i n g"__/ EAST MARION uwI sxE slx (.V SITE NO. LI-1017 C i n g u I a r09'5 � �NDSCAPE PLAN ]Oo cRFAT DA2 B4W. 0 16-07 ss1ED FOR mno WWR 9245 MAW ROAD A 10-°6 I3S1ED FOR RLVEW/ou16pR(518) 6 07m EAST MARION,NY 11939150-034 WIRELESS ° °"E REVm0N5 doe mE DRAWING NUMBER REV e SOME: DESIGNED: ORAWN: 24897 NYCENY1017 Z05 1 0 RFR ! 0 • MAILING ADDRESS: PLANNING BOARD MEMBERS �QF soar P.O. Box 1179 JERILYN B.WOODHOUSE O� '7�l Southold, NY 11971 Chair Q OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR G Q 54375 State Route 25 GEORGE D.SOLOMON %20 �� (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSEND Comm � Southold, NY Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 11, 2007 Edward J. Boyd, Esq. 54655 Main Road P.O. Box 1468 Southold, NY 11971 Re: Proposed Site Plan for East Marion Fire Department Telecom Located on the n/s/o NYS Route 25, approximately 494' w/o Stars Road, known as 9245 State Route 25, East Marion SCTM#1000-31-3-11.31 Dear Mr. Boyd: The Southold Town Planning Board, at a meeting held on Monday, September 10, 2007, adopted the following resolutions: The final public hearing was closed. WHEREAS, this site plan is for the co-location of Cingular at 107' height, on an approved neutral blue/gray 110' communications unipole tower with fire/police emergency communication mounted on a cross bar at 30' and includes a 16' x 22' enclosure with a 6' high fence on a 3.0583-acre split-zoned parcel in the R-40 & HB Zones located on the n/s/o NYS Route 25, approximately 494'w/o Stars Road, in East Marion. SCTM#1000-31-3-11.31; and WHEREAS, East Marion Fire District is the owner of the property located on the n/s/o NYS Route 25, approximately 494' w/o Stars Road, in East Marion; and WHEREAS, on December 9, 2005, the agent, Lawrence C. Re, working for New Cingular Wireless PCS, LLC, submitted a formal site plan for approval; and WHEREAS, on January 6, 2006, the New York State Department of Transportation responded after review and determined a permit would not be necessary as long as all work is out of the State ROW; and WHEREAS, on January 6, 2006, the East Marion Fire District responded that current fire access is sufficient for the proposed plan and that"the landscaping be up-graded to fully screen all fencing, including barbed wire in addition to other ground equipment and structures"; and WHEREAS, on January 11, 2006, the Suffolk County Department of Planning responded after review and determined this matter is for"local determination as there appears to be no significant county-wide or inter-community impact(s)" and the Planning Board accepts this pursuant to 239L & M General Municipal Law; and East Marion FD Telecom Page Two September 11, 2007 WHEREAS, on March 1, 2006, the Architectural Review Committee reviewed the architectural drawings and associated site plan materials and recommended "a re-consideration of height and location to reflect impact on existing and future nearby residential properties'; and WHEREAS, on May 4, 2006, the Architectural Review Committee reviewed the architectural drawings and associated site plan materials and suggested street trees be added to the east side of the property along NYS Route 25 and the Planning Board forwarded this recommendation to the Southold Town Tree Committee for comment; and WHEREAS, on July 24, 2006, a new agent, Edward J. Boyd, Esq., working for East Marion Fire District, submitted a revised site plan and application for approval; and WHEREAS, on September 12, 2006, the Southold Town Planning Board acting under the State Environmental Quality Review Act, pursuant to 6 NYCRR Part 617.7, performed a coordinated review of this Unlisted Action. The Planning Board established itself as lead agency, and as lead agency, made a determination of non-significance and granted a Negative Declaration; and WHEREAS, on December 14, 2006, the Architectural Review Committee reviewed the architectural drawings and associated site plan materials and approved the tower's change in color to light blue; and WHEREAS, on March 8, 2007, the Southold Town Zoning Board of Appeals, under Appeal Number 5972, denied the variance as applied for and granted "a variance in the location shown on the 6-17-06 Infinigy Site Diagram (setbacks 105 feet from the north lot line, 196 t feet set back from the westerly lot line), at a maximum antenna height of 110 feet, subject to the following conditions: 1. The covering of the monopole shall be painted a color that will make it blend into the area. The board suggests a neutral color such as gray or gray-blue. 2. No flag shall be placed upon the monopole antenna. 3. The monopole shall not be lighted except as required by law'; and WHEREAS, on April 19, 2007, the Southold Town Building Department issued a Building Permit for the "construction of an emergency communications tower per ZBA#5972 as applied for' under Building Permit#32920Z; and WHEREAS, on August 16, 2007, the Southold Town Zoning Board of Appeals granted a Special Exception described under Appeal Number 5826 for the proposed co-location of a wireless communications antenna on an existing approved tower; and WHEREAS, on August 22, 2007, the Southold Town Engineer responded, after review, with three (3) comments and the Planning Board accepted the following comments with the exception of comment#3: 1. The proposed new "Unipole" Telecom Tower and Equipment Compound is to be constructed on the north side of the existing Fire Department facilities in the open lawn area. The proposed area of new impervious surfaces for this project will not generate a significant amount of stormwater run-off. Therefore, it is recommended that the proposed landscaped areas be constructed within a slight depression to contain and recharge run-off that will be generated by the development of this site. East Marion FD Telecom Page Three September 11, 2007 2. It is not clear if there are any additional roadways or pavement surfaces proposed for access to this equipment compound? If there are, drainage calculations may be required. If no additional site improvements are proposed, additional drainage structures will not be required. 3. The proposed setback from the northerly residential property line for the installation of the Cingular Unipole has been indicated as +/- 105'. This setback is in excess of Town Code Requirements, 100' under Section 280-69 (3), but this unipole is detailed at a height of 110'. It is recommended that this setback be a minimum of 110'; and WHEREAS, on September 6, 2007, the Southold Town Building Inspector reviewed and responded "The proposed use Wireless Communication Facility on an existing telecommunication tower is a permitted use by Special Exception in this R-40 District and is so certified"with a reference to the ZBA Appeal #5826; and WHEREAS, on September 6, 2007, the East Marion Fire District submitted a letter stating, "The Board of Fire Commissioners of the East Marion Fire District requests that evergreen screening be placed on all four sides of the equipment compound at the base of our tower. In addition, the Board of Fire Commissioners reserves the right to grant final approval for all plantings" and the Planning Board accepts these comments for the file and is not requiring additional landscape at this time; and WHEREAS, on September 7, 2007, the Southold Town Tree Committee responded, after review, stating: "It is our conclusion there is no need for additional trees on or near the road front of this property" and the Planning Board accepts this recommendation; and WHEREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of Public Hearing, has received affidavits that the applicant has complied with the notification provisions; and WHEREAS, the following items shall be required: 1. All outdoor lighting shall be shielded so that the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. The lighting must meet Town Code requirements. 2. As per the landscape survivability guarantee, the applicant agrees to replace any of the landscaping which dies within three (3) years of planting; be it therefore RESOLVED, that the Southold Town Planning Board has reviewed the proposed action under the policies of the Town of Southold Local Waterfront Revitalization Program and has determined, in a memo dated April 26, 2006 prepared by the LWRP Coordinator, that the action is consistent provided that the Best Management Practices outlined are implemented including: 1. Require the use of native plants and encourage the use of disease-resistant and drought-tolerant plants in landscaping. 2. Require a Maintenance Plan and two year survival requirement for all planted vegetation. • • East Marion FD Telecom Page Four September 11, 2007 3. Recommend the use of mulch materials generated by the Town of Southold Compost Facility which contribute to the replenishment of organic matter in local soils and help reduce the reliance of fertilizers and herbicides and minimize the reduction of fertilizers and herbicides in the Town's ground and surface waters; and be it further RESOLVED, that the Southold Town Planning Board acting under the State Environmental Quality Review Act, pursuant to 6 NYCRR Part 617.7, issues a revised Negative Declaration for this Unlisted Action to reflect the current proposed build out of the site; and be it further RESOLVED, that Local Law 16 entitled "Temporary Moratorium on the Processing, Review of, and making Decisions on application for Building Permits, Site Plans and Special Exception Use Permits for Wireless Communication Facilities in the Town of Southold", does not apply as per the exclusion which states, "Applications for co-location of wireless telecommunications facilities inside a permitted tower, with no component parts visible from the exterior"; and be it further RESOLVED, that pursuant to Southold Town Code 280-131 Part I, the applicant agrees to incorporate all the requirements, comments, and recommendations of each reviewing agency as referenced above and as indicated on the site plan and corresponding attachments; and be it further RESOLVED, that the Southold Town Planning Board grant approval on the site plan packet, T01 and Z01-Z05 prepared by Infinigy Engineering and certified by John S. Stevens, P.E., dated June 20, 2006 and last revised April 16, 2007, and authorize the Chairperson to endorse the site plans with the following conditions: 1. The owner, agent and/or applicant agrees to submit, in writing, any proposed changes in landscaping from the approved site plan to the Planning Board for review. The Planning Board reserves the right to request a revised site plan detailing any changes in landscaping if necessary. 2. The site plan approval requires that all work proposed on the site plan shall be completed within three (3) years from the date of this resolution. 3. Prior to the request for the Certificate of Occupancy, the owner or authorized agent must request, in writing, the said Building Inspector and the Planning Board to perform an on- site inspection to find the site improvements are in conformity with the approved site plan. 4. Prior to the request for an on-site inspection, the applicant/agent/owner must submit a copy of all required approvals from any necessary agencies to the Southold Town Planning Department. 5. If the as-built site improvements vary from the approved site plan, the Planning Board reserves the right to request a certified as-built site plan detailing all the changes. 6. Any changes from the approved site plan shall require Planning Board approval, and any such changes without Planning Board approval will be subject to referral to the Town Attorney's Office for possible legal action. 7. The Planning Board will issue a final site plan approval in the form of a letter following a site inspection and at the time the site improvements are found to be in conformance with the approved site plan. East Marion FD Telecom Page Five September 11, 2007 A copy of the approved site plan is enclosed for your records. As per the Town Code, one copy each will be distributed to the Building Department, Zoning Board of Appeals and Town Engineer/Highway Department. In addition a copy of the revised Negative Declaration is enclosed for your records. If you have any questions regarding the above, please contact this office. Very truly yours, Jerilyn B' Woodhouse Chairperson enc. cc: Southold Town Zoning Board of Appeals (with map) Southold Town Building Department (with map) Southold Town Engineer (with map) Munley, Meade, Nielsen & Re (with map) Suffolk County Planning Department File OFFICE LOCATION: � � LIT�t'C"; ESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 � Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) �� � ` Telephone: 631 765-1938 Southold, NY � www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 17, 2022 Bradley M. Pinsky, Esq. Pinsky Law Group, PLLC 4311 East Genesee St Syracuse,NY 13214 Re: East Marion Fire District Construction of Three-bay Facility and Parking Lot Dear Mr. Pinsky: We have received your request for your client, the East Marion Fire District, to take Lead Agency under SEQRA for the project referenced above. The Southold Town Planning Board has no objection. We do, however, want to let you know that this project is subject to Southold Town zoning and requires, at a minimum, a building permit. Please submit an application to the Southold Town Building Department to begin this process. Donald J. Wilcenski Chairman cc: East Marion Fire District Michael J. Verity, Chief Building Inspector MAILING ADDRESS: PLANNING BOARD MEMBERS �opF SO(/r�o� Southold,Bx 1 MARTIN H. D 11971 Chair 41 41 OFFICE LOCATION: WILLIAM J.CREMERS y �e Town Hall Annex KENNETH L.EDWARDS • CC, 54375 State Route 25 GEORGE D.SOLOMON Q (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND COU Southold,Southold, NY Telephone: 631765-1938 Fax: 631765-3136 October 14, 2009 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Net Com Development Aft: Charles Eisenberg 30 Central Drive Farmingdale, NY 11735 Re: Site plan for E. Marion FD Telecom —final inspection Located: 9245 Main Road, Mattituck SCTM# 1000-31-3-11.31 Dear Mr. Eisenberg: As per your request, the Planning Staff conducted a site inspection of the above property on Thursday October 8, 2009 where the site work was determined to be in conformance with your approved site plan. Please note any future requested change to the site plan should include a copy of the approved stamped site plan noting the location of the requested change. If you have any questions regarding the above, contact me anytime. Thank you. Sincerely Kristy Winser Senior Planner Cc: Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer 0 0 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Tuesday, October 13, 2009 4:30 p.m. 4:30 p.m. Site Plans and Subdivisions Project name: Breeze Hill Farm SCTM#: 1000-74-1-36 Location: 31215 CR 48, Peconic, 609' west of Henry's Lane, Peconic Description: This proposed site plan is for a new horse barn (1,819 s.f.), a new farm crop storage building/barn which will total 1,358 sq. ft., to build an addition to a masonry building for a farm office (2,674 sq. ft) and to convert a 1-story frame house to a farm stand (1,093 sq. ft) Status: Under review Action: Review Lighting Plan. Attachments: Timeline/Overview Project name: Harbes Family Winery SCTM#. 1000-120-1-4 & 1000-112-1-7.1 Location: Northwest corner of Sound Avenue and Hallock Avenue in Mattituck _ __ Description: This site plan is for the addition of retail winery and wine production facilities to an existing farm stand. The overall property is 15.61 acres in the A-C Zoning District. Status: Site Plan Review Action: Review comments. Attachments: Staff Report & Timeline Project name: Sparkling Pointe Winery SCTM#: 100-59-10-1 Location: 39750 C.R. 48, Southold Description: This site plan is for the alteration of an existing building into a new winery totaling 11,541 sq. ft. that includes 813 sq. ft. of office, 837 sq. ft. for retail, 4,170 sq. ft. of a tasting room, 3,306 sq. ft. of storage area and 2,415 sq. ft. for production area on a 12.008-acre parcel in the A-C Zone.: Status: Request for Final Inspection Action: Review draft letter of final inspection results. Attachments: Draft Letter Project name: East Marion Fire District SCTM#: 31-3-11.31 Location: 9245 Main Road, East Marion Description: This site plan is for the co-location of Cingular at 107' height, on an approved neutral blue/gray 110' communications unipole tower with fire/police emergency communication mounted on a cross bar at 30' and includes a 16' x 22' enclosure with a 6' high fence on a 3.0583-acre split- zoned parcel in the R-40 & HB Zones. Status: Request for Final Inspection Action: Review draft letter of final inspection results. Attachments: Draft Letter -69/23:`2009 21:34 0000@00 PAGE 01/0\12 Y� W Net Com Development ' ` FACSIMILE TRANSMITTAL SHEET TO: FROM: Town Planning Board NCL Cine Davrlupmmt COMPANY: DATE: Town of Southold 9/24/2009 PAX NUMBr.R: TOTAL NO,OF PAGES INCLUDING r.OVRR: 631-765-3136 2 111«.INE NUMBER SENDER'S PHONA NUMBER: 631-765-1938 631.393.6033 RE: SENDER'S PAX NUMBER: 631.393.6037 ❑URGENT ❑FOR RRVIP.W ❑PLEASE COMMENT CI PLEASE REPLY ❑PLEASE RECYCLE nG'YE�/COMMENTS: SEP 30 CENTRAL DRIVE, FARMINGDALE, NY 11733 '09/23/`2009 21:34 0000000 PAGE 0�2//00I246 ,� Net:Com Development To whom it may concern: This letter is a request for the Planning Board of Southold to visit the cell site constructed at 9245 Main Road,East Marion,NY 11939 for a board inspection. The permit number for this site is 33500 Z. If possible we would also like to be notified of when the board inspection will be taking place. Sincerely, lnrin L , Charles Eisenberg Vice President,Net Com Development NET COM DEVELOPMENT'30 CENTRAL.DRIVE,FARMINGDALE,NV 11735-VAM.NETCOMDEVELOPMENT.COM •LASER FICHE FORM Planning Board Site Plans and Amended Site Plans SPRe Type: Approved Proiect Type: Site Plans Status: Final Approval SUM # : 1000 - 31.-3-11.31 Project Name: East Marion FD Telecom 12/05 Address: 9245 NYS Route 25, East Marion Hamlet: East Marion Applicant Name: New Cingular Wireless, PCS, LLC Owner Name: East Marion Fire District Zone 1: R-40 Approval Date: 9/10/2007 OPTIONAL ADDITIONAL INFORMATION A date indicates that we have received the related information End SP Date: 9/11/2007 Zone 2: HB Zone 3: Location: located on the n/s/o NYS Route 25 approximately 494' w/o Stars Road, in East Marion. SC Filing Date: Cand R's : Home Assoc: R and M Agreement: S D 00YJ 9 2008^, Rd�ords:]M�a SCAN Date: aP�nlnt If _ PLAN STATUS REPORT SITE PLAN TYPE: AMENDELT NEW WITHDRAWN INCOIFPLETE PROJECT NAME: �y"!fc) /C/re, ZONEI:/ #e)ZONE2:_//Z ZONE3: LOCATION: HAMLET: SCTM# 1000- �/ �_- //. 3/. OWNER NAME: F—l! F-rz TEL#(_) f� Q53g APPLICANT NAME: I- e-" e:� TEL#(_) AGENT NAME:La v r rele, fir, TEL#(_Y�- riaa �rw��Y� 7GS/.�fS PROJECT DESCRIPTION: / Z Y74W74 77-je,. rr o EXISTING USE: r rz rs rr PROPOSED USE:fU w 3 aS83�rrs DATE BUILDING DEPARTMENT NOTICE:S/P REQUIRE4R N ZBA APPEAL REQUIRE R N S r rn /D/fQI�U PRE-SUBMISSION CONFERENCE(WITHIN 30 DAYS OF WRITTEN REQUEST) NOTES: INFORMAL REQUEST FOR REVISIONS: APPLICATION RECEIVED DATE: tl 9' I QS, APPLICATION PROCESS DATE: PAYMENT RECEIVED: /1 9 CLS AMOUNT RECEIVED:$ / 66. /S NEW SP:$500./ACRE&.10/SF, AMENDED SP:$250.+.10/SF, AGRIC SP:FLAT$500 FEE AMOUNT:(!960.00 X 3.OS� =$ /al2 d)+($.10 X 370 SF=$ 7_ )_$ NEW APPLICATION WORK SESSION(WITHIN 10 DAYS OF RECEIPT),PB ACCEPTED Y OR N APPLICANT ADVISED OF NECESSARY REVISIONS (WITHIN 30 DAYS OF REVIEW) —/—/ BUILDING DEPARTMENT MEEETING 100-254B3(WITHIN 30 DAYS) —/—/ NOTES: REVISED SUBMISSION RECEIVED: NOTES: J REFERREp AGENCIES:(WITH MAPS=W/P) // STZBA D✓STC/I'B/�SIh/,STBT ✓TE ICDHS✓NYSDEC✓USACORPS_,NYSDOT-_,SCW.A SCPD_�&,SCDPW✓ LWRP_ RESPONS NOTES LEAD AGENCY: TOSPB:_,OTHER:_REVIEW:PARTI_,PART i_,PART 3_SHORT RAF ,LONG EAF_ _AL/A=_ NOTES: ACTION TYPE:COORDINATED:_ UNCOORDINATED:_ (TYPEI:_TYPE2: UNLISTED: ) REFERRED TO:STZBA_,STBD_,STGRB_,JH_,STST_,STE_,SCDHS_,NYSDEC_,USACORPS_,NYSDOT_,SCWA_,SCPD_,SCDVWZ SEQRA DETERMINATION:NEG DE R N, APPROVALS REQUIRED: REFERRED DATE NOTES APPROVAL DATE NOTES ARCHITECTURAL REVIEW COMMITTEE: Z/ .G/ / / LWRP COORDINATOR: 60�Aw l l�G BUILDING DEPARTMENT CERTIFICATION: /—/� [A FIRE COMMISSIONERS: o W3.0 -Ll— TOWN ENGINEER APPROVAL: 016,44 —/—/— r DEROF TRANSPORTATION:DOT_,DPW_, TOS_ —/—/ —1—l— �/S( r /6 /va SUFFOLK COUNTY DEPARTMENT OF PLANNING: SUFFOLK COUNTY DEPT OF HEALTH:PERMIT it. OPTIONAL APPROVALS: ZONING BOARD OF APPEALS:APPEAL#: —/—/— BOARD OF TRUSTEE'S: NYS DEC WETLANDS/TIDAUSPDES 1 PLANNING BOARD DECISIONS: CONDITIONAL FINAL:—/_/—, DENIED: APPROVED: FINAL: —/ NOTES ENDORSEMENT OF SITE PLAN: —/—/— FIELD INSPECTION FOR C/O: /—/— DISTRIBUTE APPROVED SITE PLANS TO: BUILDING DEPT / / TOWN ENG / I GENERAL NOTES: A —o 10/4/2005 • • .i fwY 34.4y& TOWAF SOUTHOLD PLANNI SITE PLAN APPLICATIO SECTION A: Site Plan Name and Location AUG - 3 2006 Application Date: �. Site Plan Name: East Marion Fire District Public Safety COmmunications_T.owj r 7 Suffolk County Tax Map #1000- 31 - 3 - 11 .31 Other SCTM #s: Street Address: 9245 Route 25 Hamlet: East Marion Distance to nearest intersection: Approximately 880 West of Stars Road Type of Site Plan: x New Amended Residential If Amended, last approval date: SECTION B: Owners/A2ent Contact Information Please list name, mailing address, and phone number or the people below: Property Owner East Marion Fire District Street 9245 Route 25, P .O . Box 131 City East Marion State New York Zip 11939 Home Telephone 477-0163 Other Applicant East Marion Fire District Street City State Zip Home Telephone Other Applicant's Agent or Representative: ContactPerson(s)* Edward J. Boyd, Esq. Street 54655 Main Road, P.O. Box 1468 City Southold State New York Zip11971 Office Telephone 765-1555 Qbff Fax 765-5969 *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Page 1 of 2 10/05/05 SECTION C: Site Data Proposed construction type: x New Modification of Existing Structure _Agricultural Change of use Property total acreage or square footage: 3 .05+ ac./sgnft. Site Plan build-out acreage or square footage: 400 =./sq. g. Is there an existing or proposed Sale of Development Rights on the property? Yes No x If yes, explain: Property Zoning District(s): R-40 / Building Department Notice of Disapproval Date: Is an application to the Southold Town Zoning Board of Appeals required? Yes x No If yes, have you submitted an application to the ZBA? Yes No x If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: Public Safety — Firehouse List all proposed property uses: Public Safety — Firehouse and Public Safety Communication Tower Other accessory uses: Existing accessory storage/garage Existing lot coverage: 6.4 % Proposed lot coverage: 0.2 8 Gross floor area of existing structure(s): 8, 600 sq. ft. Gross floor area of proposed structure(s): 400 Parking Space Data: No changes will be made to present parking arrangement. #of existing spaces: 39 #of proposed spaces: 0 Loading Berth: Yes No x Landscaping Details: Existing landscape coverage: 26 % Proposed landscape coverage: 0 .3 Waterfront Data: Is this property within 500" of a wetland area? Yes No x If yes explain: I, the undersigned, certify that fhe above information is true. Edw d J. Bo _.�torney for East Marion Fire District Signature ofPreparer: Date: r1Vza\06 Page 2 of 2 10/05/05 APPLICANTS AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK Daniel H. wood being duly sworn, deposes and says that he resides at Commissioner of the East Marion Fire District, in the State of New York, and that he IWe owner of the above property, or that he is the of the (Title) (Specify whether Partnership or Corp.) which is hereby making application; that there are no existing structures or Improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, Including all rights-of-way, has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be altered or changed In any manner without the approval Of the Planning Board; and that the actual physical Improvements will be installed In strict accordance With the plans submitted. Signed Aj4iK/ (owner)East Marion Fire District Daniel H. Wood, Commissioner Signed (Partner or Corporate officer and Title) Sworn to me,"s A. of July pqx 2006 (Notary Public) EDWARD JOHN BOYD 5th Notary Public State of New York 02800376625 Suttolk County Commission Expires April 30, 200 q' State of New York County of Suffolk SS.: I, Daniel H. Wood, Commissioner of the East Marion Fire District, owner of the premises at SCTM # 1000 - 31 - 3 - 11.3 1, hereby authorize Edward J. Boyd, Esq., to act as agent and to handle all necessary work concerning the Public Safety Communications Tower with the Southold Town Planning Board. Daniel H. Wood, Commissioner STATE OF NEW YORK, COUNTY OF SUFFOLK }ss.: On the 24' day of July, in the year 2006,before me, the undersigned,personally appeared DANIEL H. WOOD, personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s) is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/theirf,apacity(ies),and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon be f of which the individual s acted executed the instrument(.) EDWARD JOHN BOYD 5th (Notary Sign above and Affix Stamp at right) Notary Public State of New York 02BG0376625 Suffolk County Commission Expires April 30, 200'+ • APPLICANT • TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the nart of Town officers and emulovees The purpose of this form is to provide information which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same YOURNAME: East Marion Fire District (Last name, fust name, middle initial,unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the other person or company name.) NATURE OF APPLICATION: (Check all that apply.) Tax Grievance Variance Change of Zone Approval of Plat Exemption from Plat or Official Map Other X If"Other", name the activity: Site Plan Application Do you personally, (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business interest" means a business, including a partnership, in which the Town officer or employee has even a partial ownership of (or employment by) a corporation in which the Town officer or employee owns more than 5% of the shares. YES X NO If you answered"YES", complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold: Donald Dzenkowski Title or position of that person: Senior' Bay Constable and Arthur Quintana — Recreation Department Describe that relationship between yourself (the applicant) and the Town officer or employee. Either check the appropriate line A through D (below) and/or describe the relationship in the space provided. The Town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): A) the owner of greater than 5% of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); X C) an officer, director, partner, or employee.of the applicant; or D) the actual applicant. DESCRIPTION OF RELATIONSHIP Commissioner of the East Marion Fire District Submitted tkis 2 0 . 2006 Signature: Print Name: Daniel H. Wood, Commissioner ,East Marion Fire District FORM NO. 3 NOTICE OF DISAPPROVAL DATE: July 25, 2006 TO: Daniel Wood a/c East Marion Fire District 9425 Route 25 East Marion, NY 11939 Please take notice that your application dated July 24, 2006 For permit for construction of a telecommunications tower and equipment structure at Location of property: 9245 Main Road, East Marion County Tax Map No. 1000 - Section 31 Block 3 Lot 11.31 Is returned herewith and disapproved on the following grounds: The proposed telecommunications tower and equipment structure on this 3.05 acre parcel in the Residential R-40 District is not permitted pursuant to Article XVI Section 100-162 (3) & (5). "A wireless communications facility is a permitted use not requiring site plan approval, if located on property owned leased or otherwise controlled by a special district, provided that a license or lease authorizing such facility has been approved by the commissioners of the special district and provided that it does not exceed the maximum heights specified above." Maximum height allowed is "10 feet above the average height of buildings within 300 feet of the facility if there are no buildings within 300 feet... no more than 10 feet above the average tree canopy height in that radius measured from ground level." Applicant is proposing a 120-foot monopole This Notice of Disavvroval was renewed and amended on June 5 2006 based on a new site 121an 4:ZtthO' to ice Mav_)0. 2006 and amended on Jul 25 2006 at the request of the a licant. ed Si Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. Is FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 18, 2007 TO: SBA Network Services (Cingular/East Marion Fire District) 5900 Broken Sound Parkway NW Boca Raton, FL 33487-2797 Please take notice that your application dated April 13, 2007 For permit for co-location of a wireless communications antenna on an existing approved tower at Location of property: 9245 Main Road, East Marion County Tax Map No. 1000 - Section 31 Block 3 Lot 11.31 Is returned herewith and disapproved on the following grounds: The proposed antenna is not permitted pursuant to Article XXIV 280-69, A.,which states "In Residential and Marine Districts including A-C, R-80 R-40 R-120, R-200, R-400, AHD, HD RR RO MI and MII a wireless communication facility is subject to site plan approval and must meet the following requirements. "(2) Wireless communication facilities on existing telecommunications towers shall require a special exception approval pursuant to this chapter unless otherwise allowed by the terms of a prior special exception approval." Therefore a special exception approval is required from the Southold Town Zoning Board of Appeals, In addition the proposed co location requires site plan approval from the Southold Town PI nn i Dgpartment. You ma now a 1 ese a encies directl ---- 1 �} 1 2007 i ature Note to Applicant: Any change or o,the above referenced gppilviddlf,"i iay require further review by the Southold Town Building Department. CC: file, Z.B.A., Planning FOR INTERNAL USE SITE PLAN USE DETERA AAMAZ007 - - Sortil,.bz 'prin Initial Determination _ rann:r Bogy Date: Project Name: t,)0'V WW CD-10CAMO" Project Address:22,�E�_ Suffolk County Tax Map No.:1000- J I Zoning District: {2 Request: Co=LO CA-T7; 4—✓v2 r✓✓t� 4 $n. .2_Ky- 7 72 w c!::� (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Dete mination as to whether use is permitted: OS17ktA i //�k_�, Initial Determination as to whether site plan is required: S/ +4- ✓ti Signature of ing nsp r Planning Department (P.D.) Referral: P.D. Date Received: 4- Date of Comment: _/ 2 5 / Comments: AS ., Z� '( � Sy G la •- ,e r caw rte. Signatu e o PI g Dept. StaffReviewer Final Determination Date:—/—/ Decision: Signature of Building Inspector TOWN OF SOUTHOLD BUILDINERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT • DdW have or need the following,before applying? TOWN HALL - Board of Health $A NdlvtrQrrle 9icFis,lnc IRfshotras.Batili k; NA, p�§rolc�tf SouriskFarkwaY NW Auguste,QA e a�ppp p DATEAMO�N 04110/2007 Fifty Dollars Ar)d 00, VatdAiter 1M`Days Pay to the Orderot: SOUtHOL0 TOWN CLOW MA1FJ ROA6. ° ° SOUTHOLD,NJ 11971-0000 x• 25617111 , I:06L`209156i: 207790042456611' Date 120 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. New Cingular Wireless PCS, LLC (Signature of applicant or name,if a corporation) 333 Crossways Park Drive, Woodbury, NY 11797 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor,electrician, plumber or builder Lessee Name of owner of ises East 'Marion Fire District /De w re L i mi t d L i�h lit om ark n the tax roll or latest deed) If applicant is a co r on, aefure of dulyuozeofEicer Vbf JosepV we , System VeBeiopmentcN—'Anager Builders Lieen o. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 9245 Route 25 East Marion House Number Street Hamlet County Tax Map No. 1000 Section 31 Block 3 Lot l i.31 Subdivision Filed Map No. r Lot (Name) _.. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Firehouse and Public Safety b. Intended use and occupancy Publ i c Uti 1 i ty Wi rel es s Tel ecommuni cati on Faci 1 i ty - Unmanned 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work a ecommutni Aynine�;e is�a�tV 4. Estimated Cost $130,000.00 Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units N/A Number of dwelling units on each floor If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories /3.05 acres 9. Size of lot. Front Rear Depth Eugene Kessler, as Executor of the Estate 10. Date of Purchase 11/23/98 Name of Former Owner of Herbert R. Mandel 11. Zone or use district in which premises are situated R40 and HB 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO— /at limited area of construction only 13. Will lot be re-graded? YES x NO—Will excess fill be removed from premises? YES x NO East Marion 9245 Route 25 14. Names of Owner of premises Fire District Address East Marion Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) gyp_ S: COUNTY OF S Joseph Sweet being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (8)Heisthe System Development Manager of New Cingular Wireless PCS, LLC (Contractor,Agent, Corporate Officer, etc.) Lessee - Authorized Agent of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before met "s New Cingu a Wireless PCS, LLC day of j, _20_ By: Notary Pu'bhcgnature of Applicant ose h Sweet, System Development Manager LAWRENCE C.RE Notary Public,State of New York No. 52-0799664 Qualified in Suffolk Coin 0 Commission Expires May 31 473889 31 . -3-11 . 31 OWNER: MARION FIRE DISTRICT EAST NUMBER DATE TYPECO USE/DESCRIPTION 32111 6/14/06 PERMIT 31778 ACCESSORY 0/00/00 0/00/00 _ 0/00/00 0/00/00 0/00/00 _ 0/00/00 _ 0/00/00 0/00/00 _ 0/00/00 F1=More F7=Permit Detail F8=Co Detail F9=Preco F12=New Swis/Parcel F3=Exit h:��.ica wi rmc a i+,�,�i��a to�i�m r-aan nr n jggl��w cm ni n uta�y File, Edit View ToolbarWindow Help ' 61 off t) h � quit 11 1 ► m v 6y R ZI II 1t �ttI dear 2007.Curr Yt a P+a � } rfi NO, h gr �� ; + r teiltemriQr�ddres �. , 4 r� �d� A caner$ T O�O 0 CIIGIC t.: [I✓� ttlSlM I ild po' a � y+l�^, { v �E t t ° R5E : t �w M t ii yIr � va� � RS44' t `,-?s + ' {-F i i rrl 'w I 'v am fit' MEN Mv.z ! e , n En t i a r di sir p� � 'vr 4OPilfi t Y iL*t "" w lY�� .alk �v Anent nn Te !n Cafe tIfdiflbn�l*d�F * Mu; I � 6f v t $ e „ 7`II y R. f'!! NMI , 'i'�eFta 4 ' ... 'Y v47 'naEfvS�aw t�ikLklPr zc "T ,Cv Lc "F t M4y xii v i i t eelltb Crtetix Dir Street t t -g-R-Zl c vTd tta C t4,+ AIR '{ v t ' t -n a „6g x >•t i s. p�Clnx 1 ,5.,xywy "a Yv. s, k`tr Etii_ t d �s r"4ry J �i x 9 P686SNo: . City/Town: t4 Er ' i � 131 East Marion 'y A '' j CbUOf{ enter If nbt �S� SdiC� Qw( t${8 'v 1 igr � it ' P[ti.s'4vsi '+.t , - ar k v� �w ,lv n• �a;� �e zi{, E , �` T' fi��'� € a�'�'��� �va�N„ ,, t; E44'4 ¢r 4s � a is a{ S?' it i a'4->3,t`c {t tLLto-# a r z - ;r '.7t{;'p& -n'ty ,"„#r s y°"2, ty '3��.`' ',' 4 > ' prints the screen 1 nbU d1 -3 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET R=Z VILLAGE DIST. SUB. _ LOT �ctSfHarlon r re N st 4 .. �5 g -_4 V6Yi � _„• rr�H ACR. ' � � � REMARKS TYPE OF BLD. c-- c t ck<;4:- _ _ 1 I PROP. CLASS LAND IMP. TOTAL DATE // � \ LJ z Go T b�'Y - Ue rC ,bv / al) I / 4 = I �� —L l Z SlS G+a?de-/ sf fo =L �� 433ou �3 ® 27 -7o �2 4 l`f Ilr olXa� QCC'y SfOraGe S1Y+�ciiuL rev 9/m� FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH t� MEADOWLAND Qf- BULKHEAD HOUSE/LOT TOTAL i TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT ('--pi's}- It/lG�frUr► �,✓'C �(Sfi - •n �, �o � j - H ACR. I REMARKS - TYPE OF BLD. a PROP. S n _ LANG IMP. TOTAL DATE I lrL Zz9 .? /r- ?Q�2�F t C /UtFr %P IJl1t�Z5a,00c 4® o® 227 coo , S (4 BPS- l5rzg, FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL TOWN OF SOUTHOLD PROPERTY RECORD CARD - -T1- 3,/ OWNER STREET a j VILLAGE DIST. SUB. LOT �Cy orf— 1/lGtticv /N 'D L� ST lti��ri'rJrl C/f1 +'rt k ta ACR. FORMER OWNER N E MFkIJD�L •�C.rt�.,.q,,tt„,IU'L't-+ A,N�J C-_L. W TYPE OF BUILDING ,c c ,, , /2 orta. R* SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND - IMP. TOTAL DATE REMARKS rz/z q fro Pei x/630 9 z E760 , z3��.o oI / 90 v `Too l4 yoo l5 pa �o t, '� as ` B - anion fo f red cu5c° - AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD 12 i Meadowland DEPTH �4 House Qlot BULKHEAD Total .. DOCK 4 } A COLOR ) ; S TRIM 3© x s I _ --------------- �u T� M. Bldg. Extension — — IIKS T Id , -�• • • • �N� ////�V■ �-- Foundation FloorsBath Basement CRAWL _tension SLAB COLOR ------------- -- . TRIM Foundation CB Bath Dinette M. Bldg. as CRAWL Kit. SLAB Floors Extension Ext. Walls Interior Finish L.R. Extension Fire Place Heat D.R. Extension Woodstove BR. do Dormer Fin. B. Porch Attic Deck Rooms 1st Floor Breezeway Driveway Rooms 2nd Floor Garage O.B.- Pool ■■■!■■�I!■�E��!!■■■■■■ COLOR ■■■■■!�[■�S�■■!■uriwil!! TRIM ■■■N■iIN■Et■■■ilk! n■■■■■�I■■■e31-3-11.29 10/02 w �■■■■■il■■ ■N!■!■�■■� lid ■ it M. : . . Foundation C B Bath Dinette Exten ion FULL �� FloorsBasement CRAWL tensi �. _ SLAB Kit. Interior Extension Fire Place Heat D.R. Porch 2- Dormer Fin. B. Breezeway k 'S 4 't 7b —�Rooms Ist Floor _� Garageriveway Rooms 2nd Floor' Pool —_— r OR WCI TRIM I � I 117 -71 I FI0.E DEP.IRINENT �� _ � l� � I i - ® I +1 i 31.-3-11:31 9/06 I � 1, Y M. Bldg. 3 677 /77 Extension (mmci IaT w �— — - Extension4Etti I i Extensio r -Z, oun Fdation I Bath Dinette 5" J a j �� v P�° c ° j Basement p Floors I<. Porch Ext. Walls J Interior Finish f LR. QX�J'� Breezeway 'Fire Place Heat DR. Garage �Type RoofRooms 1st FloorBR. Patio Recreation R Room Rooms 2nd Floor FIN. B O. B. 12�2� �� � 2�0 Dormer � iDriveway Total j COLOR ,I e 5 TRIM _ 6 .3 3 .,I: 0 ----------- i M. Bldg — — � � Extension i - 1 617.20 Appendix A State Environmental Quality Review FULL ENVIRONMENTAL ASSESSMENT FORM Purpose: The full EAF is designed to help applicants and agencies determine, in an orderly manner, whether a project or action may be significant. The question of whether an action may be significant is not always easy to answer. Frequently,there are aspects of a project that are subjective or unmeasurable. It is also understood that those who determine significance may have little or no formal knowledge of the environment or may not be technically expert in environmental analysis. In addition, many who have knowledge in one particular area may not be aware of the broader concerns affecting the question of significance. The full EAF is intended to provide a method whereby applicants and agencies can be assured that the determination process has been orderly, comprehensive in nature, yet flexible enough to allow introduction of information to fit a project or action. Full EAF Components: The full EAF is comprised of three parts: Part 1: Provides objective data and information about a given project and its site. By identifying basic project data,it assists a reviewer in the analysis that takes place in Parts 2 and 3. Part 2: Focuses on identifying the range of possible impacts that may occur from a project or action. It provides guidance as to whether an impact is likely to be considered small to moderate or whether it is a potentially-large impact. The form also identifies whether an impact can be mitigated or reduced. Part 3: If any impact in Part 2 is identified as potentially-large, then Part 3 is used to evaluate whether or not the impact is actually important. THIS AREA FOR LEAD AGENCY USE ONLY DETERMINATION OF SIGNIFICANCE -- Type 1 and Unlisted Actions Identify the Portions of EAF completed for this project: ✓(Part 1 I✓ Part 2 Part 3 Upon review of the information recorded on this EAF(Parts 1 and 2 and 3 if appropriate), and any other supporting information, and considering both the magnitude and importance of each impact, it is reasonably determined by the lead agency that: ❑E A. The project will not result in any large and important impact(s) and, therefore, is one which will not have a significant impact on the environment, therefore a negative declaration will be prepared. B. Although the project could have a significant effect on the environment, there will not be a significant effect for this Unlisted Action because the mitigation measures described in PART 3 have been required, therefore a CONDITIONED negative declaration will be prepared." C. The project may result in one or more large and important impacts that may have a significant impact on the environment, therefore a positive declaration will be prepared. "A Conditioned Negative Declaration is only valid for Unlisted Actions East Marion Fire District Telecom-New Cingular Wireless Name of Action Town of Southold Name of Lead Agency Jerilyn B.Woodhouse Planning Board Chairperson Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer ignature 90FResponsible Officer in Lead Agency Signature of Prep If different from responsible officer) 10 September 2007 website Date Page 1 of 21 PART 1--PROJECT INFORMATION Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire form, Parts A through E. Answers to these questions will be considered as part of the application for approval and maybe subject to further verification and public review. Provide any additional information you believe will be needed to complete Parts 2 and 3. It is expected that completion of the full EAF will be dependent on information currently available and will not involve new studies, research or investigation. If information requiring such additional work is unavailable,so indicate and specify each instance. Name of Action East Marion Fire District Telecom-New Cingular Wireless Location of Action(include Street Address,Municipality and County) 9245 Main Road,East Marion,New York 11939,Town of Southold,Suffolk County Name of Applicant/Sponsor New Cingular Wireless PCS,LLC Address 333 Crossways Park Drive City/PO Woodbury State New York Zip Code 11797 Business Telephone (516)677-6503 Name of Owner(if different) East Marion Fire District Address 9425 Main Road City/PO East Marion State New York Zip Code 11939 Business Telephone 631-477-3071 Description of Action: This site plan is for the co-location of Cingular at 107'height,on an approved neutral blue/gray 110'communications unipole tower with fire/police emergency communication mounted on a cross bar at 30' and includes a 16'x 22' enclosure with a 6' high fence. Page 2 of 21 Please Complete Each Question--Indicate N.A. if not applicable A. SITE DESCRIPTION Physical setting of overall project, both developed and undeveloped areas. 1. Present Land Use:0 Urban ®Industrial ®Commercial ®Residential (suburban) ®Rural(non-farm) ElForest [3Agriculture E]Other East Marion Volunteer Fire Department 2. Total acreage of project area: '008± acres. *Represents location of proposed flagpole and Cingular equipment area only. APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION Meadow or Brushland (Non-agricultural) 0 acres 0 acres Forested 0 acres 0 acres Agricultural (Includes orchards, cropland, pasture, etc.) 0 acres 0 acres Wetland (Freshwater or tidal as per Articles 24,25 of ECL) 0 acres 0 acres Water Surface Area 0 acres 0 acres Unvegetated (Rock, earth or fill) (gravel) 0 acres .0021 acres Roads, buildings and other paved surfaces 0 acres .006± acres Other(Indicate type) Lawn .008± acres 0 acres 3. What is predominant soil type(s) on project site? a. Soil drainage: EJ Well drained 100 % of site ElModerately well drained_% of site. MPoorly drained %of site b. If any agricultural land is i volved, how many acres of soil are classified within soil group 1 through 4 of the NYS Land Classification System? N�' acres (see 1 NYCRR 370). 4. Are there bedrock outcroppings on project site? ® Yes ® No a. What is depth to bedrock<535=L (in feet) 5. Approximate percentage of proposed project site with slopes: 00-10% 100 % ©10- 15%_% El15%or greater% 6. Is project substantial) contiguous to, or contain a building, site, or district, listed on the State or National Registers of Historic Places? Fl Yes ® No 7. Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? riYes IoNo a. What is the depth of the water table? 31-321 (in feet) 9. Is site located over a primary, principal, or sole source aquifer? ®Yes No 10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? ®Yes IR No Page 3 of 21 11. Does project site contain any species of plant or animal life that is identified as threatened or endangered? ®Yes No According to: Site inspection and the U.S. Fish and Wildlife Service. Identify each species: 12. Are there any unique or unusual land forms on the project site? (i.e., cliffs, dunes, other geological formations? OYes O No Describe: 13. Is the project site presently used by the community or neighborhood as an open space or recreation area? E]Yes MNo If es, explain: 14. Does the present site include scenic views known to be important to the community? E]Yes ®No 15. Streams within or contiguous to project area: None t i a. Name of Stream and name of River to which it is tributary A t 16. Lakes, ponds, wetland areas within or contiguous to project area: None ..... .. ... b. Size (in acres): N/A Page 4 of 21 17. Is the site served by existing public utilities? LKJ Yes No a. If YES, does sufficient capacity exist to allow connection? IDYes No b. If YES, will improvements be necessary to allow connection? ®Yes ®No On-site improvements 18. Is the site located in an agricultural district certified pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and 3047 ®Yes ®No 19. Is the site located in or substantial) contiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL; and 6 NYCRR 6177 ®Yes substantially 20. Has the site ever been used for the disposal of solid or hazardous wastes? ®Yes ®No B. Project Description 1. Physical dimensions and scale of project(fill in dimensions as appropriate). a. Total contiguous acreage owned or controlled by project sponsor: •008± acres. Represents location of proposed flagpole 008± and Cingular equipment area only. b. Project acreage to be developed: acres initially; .008± acres ultimately. c. Project acreage to remain undeveloped: 0 acres. d. Length of project, in miles:N/A (if appropriate) e. If the project is an expansion, indicate percent of expansion proposed.N/A % f. Number of off-street parking spaces existing N/A proposed 0 Unmanned facility. g. Maximum vehicular trips generated perdr: 1 (upon completion of project)?To inspect equipment. h. If residential: Number and type of housing units: N/A One Family Two Family Multiple Family Condominium Initially Ultimately I. Dimensions (in feet) of largest proposed structure: 120 height; 10 width; 10 length. j. Linear feet of frontage along a public thoroughfare project will occupy Is? 0 ft. 2. How much natural material (i.e. rock, earth, etc.)will be removed from the site? 30± tons/cubic yards. 3. Will disturbed areas be reclaimed ®Yes ®No ®N/A a. If yes, for what intended purpose is the site being reclaimed? b. Will topsoil be stockpiled for reclamation? 11Yes ©No c. Will upper subsoil be stockpiled for reclamation? ®Yes 11 No 4. How many acres of vegetation (trees, shrubs, ground covers)will be removed from site?.0081 acres. (grass) *The proposed 120-foot agl flagpole would be situated within a 10-foot by 10-foot fenced area. Page 5 of 21 5. Will any mature forest (over 100 years old) or other locally-important vegetation be removed by this project? ❑Yes ® No 6. If single phase project: Anticipated period of construction: 1-3 months, (including demolition) 7. If multi-phased: N/A a. Total number of phases anticipated (number) b. Anticipated date of commencement phase 1: month year, (including demolition) C. Approximate completion date of final phase: month year, d. Is phase 1 functionally dependent on subsequent phases? ❑ Yes ❑ No B. Will blasting occur during construction? ❑Yes ❑No 9. Number of jobs generated: during construction 3-5 ; after project is complete 10. Number of jobs eliminated by this project 0 11. Will project require relocation of any projects or facilities?0 Yes ❑No If yes, explain: 12. Is surface liquid waste disposal involved? ❑Yes ®No Unmanned facility a. If yes, indicate type of waste (sewage, industrial, etc)and amount b. Name of water body into which effluent will be discharged 13. Is subsurface liquid waste disposal involved? ❑Yes 10 No Type 14. Will surface area of an existing water body increase or decrease by proposal? ❑Yes_M No If yes, explain: 15. Is project or any portion of project located in a 100 year flood plain? ®Yes ®No 16. Will the project generate solid waste? ElYes ®No Unmanned facility a. If yes, what is the amount per month? tons b. If yes, will an existing solid waste facility be used? ❑Yes ❑No c. If yes, give name location d. Will any wastes not go into a sewage disposal system or into a sanitary landfill? ❑Yes No Page 6 of 21 e. If yes, explain: 17. Will the project involve the disposal of solid waste? OYes ONo Unmanned facility. a. If yes, what is the anticipated rate of disposal? tons/month. b. If yes, what is the anticipated site life? years. 18. Will project use herbicides or pesticides? ❑Yes 11 No 19. Will project routinely produce odors (more than one hour per day)? OYes 0 N 20. Will project produce operating noise exceeding the local ambient noise levels? riYes ®No 21. Will project result in an increase in energy use? ®Yes ® No If yes, indicate type(s) Minimal electricity 22. If water supply is from wells, indicate pumping capacity N/A gallons/minute. 23. Total anticipated water usage per day gallons/day. Unmanned facility 24. Does project involve Local, State or Federal funding? OYes 0 No If yes, explain: Page 7 of 21 25. Approvals Required: Type Submittal Date City, Town, Village Board Yes �No ® City, Town, Village Planning Board Site Plan Yes No City, Town Zoning Board Yes Special Exception No City, County Health Department ®Yes ® No Other Local Agencies Yes ® No Other Regional Agencies Yes E] No State Agencies Yes " No Federal Agencies MYes ®No C. Zoning and Planning Information 1. Does proposed action involve a planning or zoning decision? ®Yes ® No If Yes, indicate decision required: ® Zoning amendment 1:1 Zoning variance 13 New/revision of master plan Subdivision ElSite plan F41 Special use permit EIResource management plan Other Page 8 of 21 2. What is the zoning classification(s) of the site? R-40-Residential Low Density AA 3. What is the maximum potential development of the site if developed as permitted by the present zoning? Fdepand location of the flagpole and Cingular equipment area are part of an overall property developed with the fire associated buildings and paved areas. 4. What is the proposed zoning of the site? No change proposed. S. What is the maximum potential development of the site if developed as permitted by the proposed zoning? ENIA 6. Is the proposed action consistent with the recommended uses in adopted local land use plans? �Yes ®No 7. What are the predominant land use(s)and zoning classifications within a Ya mile radius of proposed action? The predominant land uses within a 1/4 mile radius are residential and business. The zoning classifications are R-40 Residential Low Density AA and R-80 Residential Low Density A, HB-Hamlet Business and RR-Resort/Residential. S. Is the proposed action compatible with adjoining/surrounding land uses with a A mile? ®Yes ®No 9. If the proposed action is the subdivision of land, how many lots are proposed? N/A a. What is the minimum lot size proposed? Page 9 of 21 10. Will proposed action require any authorization(s) for the formation of sewer or water districts? ® Yes ® No 11. Will the proposed action create a demand for any community provided services (recreation, education, police, fire protection? ®Yes ® No a. If yes, is existing capacity sufficient to handle projected demand? ®Yes E] No 12. Will the proposed action result in the generation of traffic significantly above present levels? ®Yes M No a. If yes, is the existing road network adequate to handle the additional traffic. ®Yes No D. Informational Details Attach any additional information as may be needed to clarify your project. If there are or may be any adverse impacts associated with your proposal, please discuss such impacts and the measures which you propose to mitigate or avoid them. E. Verification I certify that the information provided above is true to the best of myy knowledge. New Cingular Wireless PCS,LLC by FreudentE�al&Elkowitz Revised October 14,2005 Applicant/Sponsor Name Consulting Group,Inc. Date September 23,2005 SignatureL� � mny Watral Title Vice President,Planning If the action is In the Coastal Area,and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment. Page 10 of 21 0 0 PART 2 -PROJECT IMPACTS AND THEIR MAGNITUDE Responsibility of Lead Agency General Information(Read Carefully) I In completing the form the reviewer should be guided by the question: Have my responses and determinations been reasonable? The reviewer is not expected to be an expert environmental analyst. I The Examples provided are to assist the reviewer by showing types of impacts and wherever possible the threshold of magnitude that would trigger a response in column 2. The examples are generally applicable throughout the State and for most situations. But,for any specific project or site other examples and/or lower thresholds may be appropriate for a Potential Large Impact response,thus requiring evaluation in Part 3. I The impacts of each project,on each site,in each locality,will vary. Therefore,the examples are illustrative and have been offered as guidance. They do not constitute an exhaustive list of impacts and thresholds to answer each question. I The number of examples per question does not indicate the importance of each question. I In identifying impacts,consider long term,short term and cumulative effects. Instructions (Read carefully) a. Answer each of the 20 questions in PART 2. Answer Yes if there will be any impact. b. Maybe answers should be considered as Yes answers. C. If answering Yes to a question then check the appropriate box(oolumn 1 or 2)to indicate the potential size of the impact. If impact threshold equals or exceeds any example provided,check column 2. If impact will occur but threshold is lower than example,check column 1. d. Identifying that an Impact will be potentially large(column 2)does not mean that it is also necessarily significant. Any large impact must be evaluated in PART 3 to determine significance. Identifying an impact in column 2 simply asks that it be looked at further. e. If reviewer has doubt about size of the impact then consider the impact as potentially large and proceed to PART 3. f. If a potentially large impact checked in column 2 can be mitigated by change(s)in the project to a small to moderate impact,also check the Yes box in column 3. A No response indicates that such a reduction is not possible. This must be explained in Part 3. 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change Impact on Land 1. Will the Proposed Action result in a physical change to the project site? NO YES ❑ Examples that would apply to column 2 • Any construction on slopes of 15%or greater,(15 foot ❑ ® © Yes [:]No rise per 100 foot of length),or where the general slopes in the project area exceed 10%. • Construction on land where the depth to the water table ❑ ❑ ❑ Yes [:]No is less than 3 feet. • Construction of paved parking area for 1,000 or more ❑ ❑ ❑ Yes ❑No vehicles. • Construction on land where bedrock is exposed or ® ® ❑ Yes [:]No generally within 3 feet of existing ground surface. • Construction that will continue for more than 1 year or ® ❑ ❑ Yes []No involve more than one phase or stage. Excavation for mining purposes that would remove ® ❑ ❑ Yes ❑No more than 1,000 tons of natural material(i.e.,rock or soil)per year. Page 11 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change • Construction or expansion of a santary landfill. ❑ ❑ ❑Yes [:]No Construction in a designated floodway. ❑ ❑ ❑Yes [:]No • Other impacts: ❑ ❑ []Yes [:]No 2. Will there bean effect to any unique or unusual land forms found on the site?(i.e.,cliffs,dunes,geological formations,etc.) ElNO ®YES Specific land forms: ❑ ❑ ❑Yes [:]No Impact on Water 3, Will Proposed Action affect any water body designated as protected? (Under Articles 15,24,25 of the Environmental Conservation Law, ECL) E]NO ❑YES Examples that would apply to column 2 • Developable area of site contains a protected water body. ❑ ❑ ❑Yes ❑No • Dredging more than 100 cubic yards of material from channel of ❑ ❑ ❑Yes ❑No a protected stream. • Extension of utility distribution facilities through a protected water ® ❑ ❑Yes ❑No body. Construction in a designated freshwater or tidal wetland. ❑ ❑ ❑Yes ❑No • Other impacts: ❑ ❑ ❑Yes ❑No 4. Will Proposed Action affect any non-protected existing or new body of water? ❑NNO ❑YES Examples that would apply to column 2 • A 10%increase or decrease in the surface area of any body of ❑ ❑ ❑Yes ❑No water or more than a 10 acre increase or decrease. • Construction of a body of water that exceeds 10 acres of surface ❑ ® []Yes ❑No area. • Other impacts: ❑ ❑ []Yes ❑No Page 12 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change 5. Will Proposed Action affect surface or groundwater quality or quantity? El NO ❑YES Examples that would apply to column 2 • Proposed Action will require a discharge permit. ❑ ❑ ❑Yes ❑No Proposed Action requires use of a source of water that does not ❑ ❑ ❑Yes ❑No have approval to serve proposed(project)action. • Proposed Action requires water supply from wells with greater ❑ ❑ ❑Yes ❑No than 45 gallons per minute pumping capacity. • Construction or operation causing any contamination of a water ❑ ❑ ❑Yes ❑No supply system. • Proposed Action will adversely affect groundwater. ❑ ❑ ❑Yes ❑No • Liquid effluent will be conveyed off the site to facilities which ❑ ❑ ❑Yes ❑No presently do not exist or have inadequate capacity. • Proposed Action would use water in excess of 20,000 gallons ❑ ❑ ❑Yes ❑No per day. Proposed Action will likely cause siltation or other discharge into ❑ ❑ ❑Yes ❑No an existing body of water to the extent that there will be an obvious visual contrast to natural conditions. • Proposed Action will require the storage of petroleum or ❑ ❑ ❑Yes ❑No chemical products greater than 1,100 gallons. • Proposed Action will allow residential uses in areas without ❑ ❑ ❑Yes ❑No water and/or sewer services. Proposed Action locates commercial and/or industrial uses ❑ ❑ ❑Yes ❑No which may require new or expansion of existing waste treatment and/or storage facilities. • Other impacts: ❑ ❑ ❑Yes ❑No Page 13 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change 6. Will Proposed Action alter drainage flow or patterns,or surface water runoff? [E]NO ®YES Examples that would apply to column 2 • Proposed Action would change flood water flows ❑ ❑ ❑Yes ❑No • Proposed Action may cause substantial erosion. ❑ ❑ ❑Yes [:]No • Proposed Action is incompatible with existing drainage patterns. ❑ ❑ ❑Yes [:]No • Proposed Action will allow development in a designated ❑ ❑ ❑Yes [—]No floodway. • Other impacts: ❑ ❑ ❑Yes []No IMPACT ON AIR 7. Will Proposed Action affect air quality? ONO [3 YES Examples that would apply to column 2 Proposed Action will induce 1,000 or more vehicle trips in any ❑ ❑ ❑Yes ❑No given hour. • Proposed Action will result in the incineration of more than 1 ton ❑ ❑ ❑Yes ❑No of refuse per hour. Emission rate of total contaminants will exceed 5lbs.per hour ❑ ❑ ❑Yes ❑No or a heat source producing more than 10 million BTU's per hour. • Proposed Action will allow an increase in the amount of land ❑ ❑ ❑Yes ❑No committed to industrial use. • Proposed Action will allow an increase in the density of ® ❑ []Yes ❑No industrial development within existing industrial areas. Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON PLANTS AND ANIMALS 8. Will Proposed Action affect any threatened or endangered species? ONO [3 YES Examples that would apply to column 2 Reduction of one or more species listed on the New York or ❑ ❑ ❑Yes ❑No Federal list, using the site,over or near the site,or found on the site. Page 14 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change • Removal of any portion of a critical or significant wildlife habitat. ❑ ❑ [:]Yes ❑No Application of pesticide or herbicide more than twice a year, ❑ ❑ ❑Yes ❑No other than for agricultural purposes. • Other impacts: ❑ ❑ ❑Yes [:]No 9. Will Proposed Action substantially affect non-threatened or non- endangered species? [E]NO ❑YES Examples that would apply to column 2 • Proposed Action would substantially interfere with any resident ❑ ❑ ❑Yes ❑No or migratory fish,shellfish or wildlife species. • Proposed Action requires the removal of more than 10 acres of ❑ ❑ [:]Yes ❑No mature forest(over 100 years of age)or other locally important vegetation. • Other impacts: ❑ ❑ ❑Yes [:]No IMPACT ON AGRICULTURAL LAND RESOURCES 10. Will Proposed Action affect agricultural land resources? ❑� NO ❑YES Examples that would apply to column 2 The Proposed Action would sever,cross or limit access to ❑ ❑ ❑Yes []No agricultural land(includes cropland,hayfields,pasture,vineyard, orchard,etc.) • Construction activity would excavate or compact the soil profile of ❑ ❑ ❑Yes ❑No agricultural land. • The Proposed Action would irreversibly convert more than 10 ❑ ❑ ❑Yes ❑No acres of agricultural land or,if located in an Agricultural District, more than 2.5 acres of agricultural land. Page 15 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change • The Proposed Action would disrupt or prevent installation of ❑ ❑ []Yes ❑No agricultural land management systems(e.g.,subsurface drain lines,outlet ditches,strip cropping);or create a need for such measures(e.g.cause a farm field to drain poorly due to increased runoff). • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON AESTHETIC RESOURCES 11. Will Proposed Action affect aesthetic resources?(If necessary,use the Visual EAF Addendum in Section 617.20,Appendix B.) [F]NO E]YES Examples that would apply to column 2 • Proposed land uses,or project components obviously different ❑ ❑ ❑Yes ❑No from or in sharp contrast to current surrounding land use patterns,whether man-made or natural. Proposed land uses,or project components visible to users of ❑ ❑ ❑Yes ❑No aesthetic resources which will eliminate or significantly reduce their enjoyment of the aesthetic qualities of that resource. • Project components that will result in the elimination or ❑ ❑ ❑Yes ❑No significant screening of scenic views known to be important to the area. • Other impacts: ❑ ❑ ❑Yes []No IMPACT ON HISTORIC AND ARCHAEOLOGICAL RESOURCES 12. Will Proposed Action impact any site or structure of historic, prehistoric or paleontological importance? [F]NO ❑YES Examples that would apply to column 2 • Proposed Action occurring wholly or partially within or ❑ ❑ ❑Yes ❑ No substantially contiguous to any facility or site listed on the State or National Register of historic places. • Any impact to an archaeological site or fossil bed located within ❑ ❑ ❑ Yes []No the project site. • Proposed Action will occur in an area designated as sensitive ❑ ❑ ❑Yes ❑ No for archaeological sites on the NYS Site Inventory. Page 16 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change • Other impacts: ❑ ❑ [:]Yes ❑No IMPACT ON OPEN SPACE AND RECREATION 13. Will proposed Action affect the quantity or quality of existing or future open spaces or recreational opportunities? NO ❑YES Examples that would apply to column 2 • The permanent foreclosure of a future recreational opportunity. ❑ ® []Yes ❑No • A major reduction of an open space important to the community. ❑ ❑ ❑Yes [--]No • Other impacts: ❑ ❑ ❑Yes [:]No IMPACT ON CRITICAL ENVIRONMENTAL AREAS 14. Will Proposed Action impact the exceptional or unique characteristics of a critical environmental area(CEA)established pursuant to subdivision 6NYCRR 617.14(g)? [F]NO ❑YES List the environmental characteristics that caused the designation of the CEA. Examples that would apply to column 2 • Proposed Action to locate within the CEA? ❑ ❑ El Yes ❑No • Proposed Action will result in a reduction in the quantity of the ❑ ❑ ❑Yes ❑No resource? • Proposed Action will result in a reduction in the quality of the ❑ ❑ ❑Yes ❑No resource? • Proposed Action will impact the use,function or enjoyment of the ❑ ❑ ❑Yes ❑No resource? • Other impacts: ❑ ❑ ❑Yes []No Page 17 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change IMPACT ON TRANSPORTATION 15. Will there be an effect to existing transportation systems? ❑. NO ©YES Examples that would apply to column 2 Alteration of present patterns of movement of people and/or ❑ ❑ []Yes ❑No goods. • Proposed Action will result in major traffic problems. ❑ ❑ ❑Yes ❑No Other impacts: ❑ ❑ []Yes ❑No IMPACT ON ENERGY 16, Will Proposed Action affect the community's sources of fuel or energy supply? [H]NO []YES Examples that would apply to column 2 Proposed Action will cause a greater than 5%increase in the ❑ ❑ []Yes [:]No use of any form of energy in the municipality. Proposed Action will require the creation or extension of an ❑ ❑ ❑Yes []No energy transmission or supply system to serve more than 50 single or two family residences or to serve a major commercial or industrial use. • Other impacts: ❑ ❑ ❑Yes ❑No NOISE AND ODOR IMPACT 17. Will there be objectionable odors,noise,or vibration as a result of the Proposed Action? [D NO ❑YES Examples that would apply to column 2 • Blasting within 1,500 feet of a hospital,school or other sensitive ❑ ❑ []Yes [:]No facility. • Odors will occur routinely(more than one hour per day). ❑ ❑ ❑Yes ❑No • Proposed Action will produce operating noise exceeding the ❑ ❑ ❑Yes ❑No local ambient noise levels for noise outside of structures. • Proposed Action will remove natural barriers that would act as a ❑ ❑ ❑Yes ❑No noise screen. • Other impacts: ❑ ❑ []Yes ❑No Page 18 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change IMPACT ON PUBLIC HEALTH 18. Will Proposed Action affect public health and safety? ❑NO []YES Proposed Action may cause a risk of explosion or release of ❑ ❑ ❑Yes []No hazardous substances(i.e.oil, pesticides,chemicals,radiation, etc.)in the event of accident or upset conditions,or there may be a chronic low level discharge or emission. Proposed Action may result in the burial of"hazardous wastes" ❑ ❑ ❑Yes ❑No in any form(i.e.toxic,poisonous,highly reactive, radioactive, irritating,infectious,etc.) Storage facilities for one million or more gallons of liquefied ❑ ❑ ❑Yes ❑No natural gas or other flammable liquids. • Proposed Action may result in the excavation or other ❑ ❑ ❑Yes [:]No disturbance within 2,000 feet of a site used for the disposal of solid or hazardous waste. • Other impacts: ❑ ❑ []Yes ❑No IMPACT ON GROWTH AND CHARACTER OF COMMUNITY OR NEIGHBORHOOD 19. Will Proposed Action affect the character of the existing community? ElNO 11 YES Examples that would apply to column 2 • The permanent population of the city,town or village in which the ❑ ❑ ❑Yes [:]No project is located is likely to grow by more than 5%. The municipal budget for capital expenditures or operating ❑ ❑ ❑Yes [--]No services will increase by more than 5%per year as a result of this project. • Proposed Action will conflict with officially adopted plans or ❑ ❑ ❑Yes []No goals. • Proposed Action will cause a change in the density of land use. ❑ ❑ ❑Yes ❑No • Proposed Action will replace or eliminate existing facilities, ❑ ❑ []Yes []No structures or areas of historic importance to the community. • Development will create a demand for additional community ❑ ❑ []Yes [:]No services(e.g.schools,police and fire,etc.) Page 19 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change • Proposed Action will set an important precedent for future ❑ ❑ ❑Yes ❑No projects. Proposed Action will create or eliminate employment. ❑ ❑ []Yes ❑No • Other impacts: ❑ ❑ ❑Yes ❑No 20. Is there,or is there likely to be,public controversy related to potential adverse environment impacts? E]NO ❑YES If Any Action in Part 2 Is Identified as a Potential Large Impact or If you Cannot Determine the Magnitude of Impact, Proceed to Part 3 Page 20 of 21 PART 1--PROJECT INFORMATION Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire form,Parts A through E. Answers to these questions will be considered as part of the application for approval and may be subject to further verification and public review. Provide any additional information you believe will be needed to complete Parts 2 and 3. It is expected that completion of the full EAF will be dependent on information currently available and will not involve new studies, research or investigation. If information requiring such additional work is unavailable,so indicate and specify each instance. NameofAction New Cingular Wireless PCS, LLC at East Marion Fire District Location of Action (include Street Address,Municipality and County) 9245 Main Road,East Marion,New York 11939,Town of Southold, Suffolk County Name of Applicant/Sponsor New Cingular Wireless PCS,LLC Address 333 Crossways Park Drive City/POWoodbury StateNew York Zip Code 11797 Business Telephone (516)677-6503 Name of Owner(if different)East Marion Fire District Address -9245 Main Road Cit / East Marion State New York Zip Code 11797 Business Telephone 631-477-3071 Description of Action: The proposed action consists of the installation of a 120±-foot above grade level (agl) "flagpole"monopole to accommodate the antennas of the East Marion Volunteer Fire Department and wireless communications antennas to be concealed therein. New Cingular Wireless PCS,LLC(hereinafter"Cingular")proposes six antennas to be concealed within the flagpole. In addition, ground-based equipment cabinets would be situated within a fenced 10-foot by 27-foot area on an approximate 10-foot by 22-foot by 8-inch deep concrete pad. Page 2 of 21 • 617.20 Appendix A State Environmental Quality Review FULL ENVIRONMENTAL ASSESSMENT FORM Purpose: The full EAF is designed to help applicants and agencies determine, in an orderly manner, whether a project or action may be significant. The question of whether an action may be significant is not always easy to answer. Frequently, there are aspects of a project that are subjective or unmeasurable. It is also understood that those who determine significance may have little or no formal knowledge of the environment or may not be technically expert in environmental analysis. In addition, many who have knowledge in one particular area may not be aware of the broader concerns affecting the question of significance. The full EAF is intended to provide a method whereby applicants and agencies can be assured that the determination process has been orderly, comprehensive in nature, yet Flexible enough to allow introduction of information to fit a project or action. Full EAF Components: The full EAF is comprised of three parts: Part 1: Provides objective data and information about a given project and its site. By identifying basic project data, it assists a reviewer in the analysis that takes place in Parts 2 and 3. Part 2: Focuses on identifying the range of possible impacts that may occur from a project or action. It provides guidance as to whether an impact is likely to be considered small to moderate or whether it is a potentially-large impact. The form also identifies whether an impact can be mitigated or reduced. Part 3: If any impact in Part 2 is identified as potentially-large, then Part 3.is used to evaluate whether or not the impact is actually important. THIS AREA FOR LEAD AGENCY USE ONLY DETERMINATION OF SIGNIFICANCE -- Type 1 and Unlisted Actions Identify the Portions of EAF completed for this project: F Part 1 F Part 2 Part 3 Upon review of the information recorded on this EAF(Parts 1 and 2 and 3 if appropriate), and any other supporting information, and considering both the magnitude and importance of each impact, it is reasonably determined by the lead agency that: FIA. The project will not result in any large and important impact(s) and, therefore, is one which will not have a significant impact on the environment, therefore a negative declaration will be prepared. B. Although the project could have a significant effect on the environment, there will not be a significant effect for this Unlisted Action because the mitigation measures described in PART 3 have been required, therefore a CONDITIONED negative declaration will be prepared.*. - C. The project may result in one or more large and important impacts that may have a significant impact on the environment, therefore a positive declaration will be prepared. *A Conditioned Negative Declaration is only valid for Unlisted Actions New Cingular Wireless PCs, LLC at East Marion Fire District Name of Action Name of Lead Agency Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(If different from responsible officer) website Date Page 1 of 21 Please Complete Each Question--Indicate N.A. if not applicable A. SITE DESCRIPTION Physical setting of overall project, both developed and undeveloped areas. 1. Present Land Use:❑Urban ❑Industrial ❑Commercial ❑Residential (suburban) ❑Rural (non-farm) ❑Forest ❑Agriculture 13 Other East Marion Volunteer Fire Department 2. Total acreage of project area: •0081 acres. "Represents location of proposed flagpole and Cingular equipment area only. APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION Meadow or Brushland (Non-agricultural) 0 acres 0 acres Forested 0 acres 0 acres Agricultural (Includes orchards, cropland, pasture, etc.) 0 acres 0 acres Wetland (Freshwater or tidal as per Articles 24,25 of ECL) 0 acres 0 acres Water Surface Area 0 acres 0 acres Unvegetated (Rock, earth or fill) (gravel) 0 acres •002± acres Roads, buildings and other paved surfaces 0 acres .006± acres Other(Indicate type) Lawn .008± acres 0 acres 3. What is predominant soil type(s) on project site? a. Soil drainage: ®Well drained 100 % of site ❑Moderately well drained_% of site. ❑Poorly drained _%of site b. If any agricultural land %s Tolved, how many acres of soil are classified within soil group 1 through 4 of the NYS Land Classification System? acres (see 1 NYCRR 370). 4. Are there bedrock outcroppings on project site? ❑ Yes ® No a. What is depth to bedrock<535± (in feet) 5. Approximate percentage of proposed project site with slopes: ®0-10% 100 % 1:110- 15%_% ❑ 15%or greater_% 6. Is project substantiall contiguous to, or contain a building, site, or district, listed on the State or National Registers of Historic Places? El Yes ® No 7. Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? ©Yes ®No 8. What is the depth of the water table?31-32± (in feet) 9. Is site located over a primary, principal, or sole source aquifer! ®Yes ❑ No 10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? ❑Yes n No Page 3 of 21 • 11. Does project site contain any species of plant or animal life that is identified as threatened or endangered? OYes IDNo According to; Site inspection and the U.S. Fish and Wildlife Service. Identify each species: 12. Are there any unique or unusual land forms on the project site? (i.e., cliffs, dunes, other geological formations? QYes O No Describe: 13. Is the project site presently used by the community or neighborhood as an open space or recreation area? E]Yes O No If es, explain: 14. Does the present site include scenic views known to be important to the community? ©Yes ®No 15. Streams within or contiguous to project area: None s I a. Name of Stream and name of River to which it is tributary /A i i 16. Lakes, ponds, wetland areas within or contiguous to project area: None b, Size (in acres): N/A Page 4 of 21 17. Is the site served by existing public utilities? Yes © No a. If YES, does sufficient capacity exist to allow connection? RYes nNo b. If YES, will improvements be necessary to allow connection? ®Yes NoOn-siteimprovements 18. Is the site located in an agricultural district certified pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and 304? ©Yes ®No 19. Is the site located in or substantial) contiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL; and 6 NYCRR 6177 ®Yes WNo 20. Has the site ever been used for the disposal of solid or hazardous wastes? ©Yes ®No B. Project Description 1. Physical dimensions and scale of project (fill in dimensions as appropriate). a. Total contiguous acreage owned or controlled by project sponsor: •008± acres. Represents location of proposed flagpolt and Cingular equipment area only. b. Project acreage to be developed: •008± acres initially; .008± acres ultimately. c. Project acreage to remain undeveloped: 0 acres. d. Length of project, in miles:N/A (if appropriate) e. If the project is an expansion, indicate percent of expansion proposed.N/A % f. Number of off-street parking spaces existing N/A proposed 0 Unmanned facility. g. Maximum vehicular trips generated perdr: 1 (upon completion of project)?To inspect equipment. h. If residential: Number and type of housing units: N/A One Family Two Family Multiple Family Condominium Initially Ultimately I. Dimensions(in feet) of largest proposed structure: 120 height; 10 width; 10 length. j. Linear feet of frontage along a public thoroughfare project will occupy is? 0 ft. 2. How much natural material (i.e. rock, earth, etc.)will be removed from the site? 30± tons/cubic yards. 3. Will disturbed areas be reclaimed ®Yes ®No ®N/A a. If yes, for what intended purpose is the site being reclaimed? b. Will topsoil be stockpiled for reclamation? ©Yes No c. Will upper subsoil be stockpiled for reclamation? Yes © No 4. How many acres of vegetation (trees, shrubs, ground covers)will be removed from site?-008± acres. (grass) *The proposed 120-foot agl flagpole would be situated within a 10-foot by 10-foot fenced area. Page 5 of 21 5. Will any mature forest (over 100 years old) or other locally-important vegetation be removed by this project? Yes " No 6. If single phase project: Anticipated period of construction: 1-3 months, (including demolition) 7. If multi-phased: N/A a. Total number of phases anticipated (number) b. Anticipated date of commencement phase 1: month year, (including demolition) c. Approximate completion date of final phase: month year. d. Is phase 1 functionally dependent on subsequent phases? E] Yes ED No 8. Will blasting occur during construction? ❑Yes ®No 9. Number of jobs generated: during construction 3-5 ; after project is complete 0 10. Number of jobs eliminated by this project 0 11. Will project require relocation of any projects or facilities?C1 Yes E]No If yes, explain: 12. Is surface liquid waste disposal involved? 11 Yes ®No Unmanned facility a. If yes, indicate type of waste (sewage, industrial, etc)and amount b. Name of water body into which effluent will be discharged 13. Is subsurface liquid waste disposal involved? [:]Yes ®No Type 14. Will surface area of an existing water body increase or decrease by proposal? ®Yes 0 N If yes, explain: 15. Is project or any portion of project located in a 100 year flood plain7 ®Yes ®No 16. Will the project generate solid waste? ©Yes ®No Unmanned facility a. If yes, what is the amount per month? tons b. If yes, will an existing solid waste facility be used? ©Yes M No c. If yes, give name location d. Will any wastes not go into a sewage disposal system or into a sanitary landfill? ❑Yes El No Page 6 of 21 e. If yes, explain: 17. Will the project involve the disposal of solid waste? OYes IoNo Unmanned facility. a. If yes, what is the anticipated rate of disposal? tons/month. b. If yes, what is the anticipated site life? years. 18. Will project use herbicides or pesticides? ❑Yes F1No 19. Will project routinely produce odors (more than one hour per day)7 ElYes IRNo 20. Will project produce operating noise exceeding the local ambient noise levels? ®Yes®No 21. Will project result in an increase in energy use? ®Yes ® No If yes, indicate type(s) Minimal electricity 22. If water supply is from wells, indicate pumping capacity NSA gallons/minute. 23. Total anticipated water usage per day gallons/day. Unmanned facility 24. Does project involve Local, State or Federal funding? nYes 0 No If yes, explain: Page 7 of 21 25. Approvals Required: Type Submittal Date City, Town, Village Board Yes No Site Plan City, Town, Village Planning Board M Yes ® No City, Town Zoning Board ®Yes Special Exception No City, County Health Department ®Yes ® No Other Local Agencies ®Yes 19"ahl No Other Regional Agencies Yes ® No State Agencies ®Yes ® No Federal Agencies ❑Yes ®No C. Zoning and Planning Information 1. Does proposed action involve a planning or zoning decision? ®Yes ® No If Yes, indicate decision required: 0 Zoning amendment © Zoning variance ©New/revision of master plan ® Subdivision E] Site plan Special use permit Q Resource management plan M Other Page 8 of 21 2. What is the zoning classification(s) of the site? R-40-Residential Low Density AA 3. What is the maximum potential development of the site if developed as permitted by the present zoning? The proposed location of the flagpole and Cingular equipment area are part of an overall property developed with the fire department and associated buildings and paved areas. 4. What is the proposed zoning of the site? No change proposed. 5. What is the maximum potential development of the site if developed as permitted by the proposed zoning? N/A 6. Is the proposed action consistent with the recommended uses in adopted local land use plans? ®Yes ®No 7. What are the predominant land use(s)and zoning classifications within a Y4 mile radius of proposed action? The predominant land uses within a 1/4 mile radius are residential and business. The zoning classifications are R-40 Residential Low Density AA and R-80 Residential Low Density A,HB-Hamlet Business and RR-Resort/Residential. 8. Is the proposed action compatible with adjoining/surrounding land uses with a A mile? E]Yes No 9. If the proposed action is the subdivision of land, how many lots are proposed? N/A a. What is the minimum lot size proposed? Page 9 of 21 10'Will proposed action require any Ation(s) for the formation of sewer or water d�icts? 11 Yes ® No 11. Will the proposed action create a demand for any community provided services (recreation, education, police, fire protection? ®Yes M No a. If yes, is existing capacity sufficient to handle projected demand? ©Yes No 12. Will the proposed action result in the generation of traffic significantly above present levels? ®Yes 10 No a. If yes, is the existing road network adequate to handle the additional traffic. ®Yes 1:1 No D. Informational Details Attach any additional information as may be needed to clarify your project. If there are or may be any adverse impacts associated with your proposal, please discuss such impacts and the measures which you propose to mitigate or avoid them. E. Verification I certify that the information provided above is true to the best of my knowledge. New Cingular Wireless PCS,LLC by Freudentbal&Elkowitz Revised October 14,2005 Applicant/Sponsor Name Consulting Group,Inc. n Date September 23,2005 Signature Ot'4-A-tl tnny Watral Title Vice President,Planning If the action Is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment. Page 10 of 21 TOWUF SOUTHOLD PLANNIOARD ITE PLAN APPLICATIAr SECTION A: Site Plan Name and Location Application Date: Site Plan Name: New Cingular Wireless PCS, LLC at East Fi ion Fire District Suffolk County Tax Map #1000- 31 - 3 - 11.31 J`. _ q ^ ' , Other SCTM#s: Street Address: 9245 Route 25 Hamlet: East Marion Distance to nearest intersection: + 880' to Stars Road Type of Site Plan: X New Amended Residential If Amended, last approval date: SECTION B: Owners/Anent Contact Information Please list name, mailing address, and hone number for the eo le below: Property Owner East Marion Fire District Street 9245 Route 25 City East Marion State New York Zip 11939 Home Telephone 631-477-0539 Other Applicant New Cingular Wireless PCS, LLC Street 333 Crossways Park Drive City Woodbury State New York Zip 11797 Home Telephone 516-677-6503 Other Applicant's Agent or Representative: Contact Person(s)* Lawrence C. Re' , MUNLEY, MEADE, NIELSEN & RE' Street 36 North New York Avenue City Huntington State New. York Zip 11743 Office Telephone 631-425-4100 0(1(x( Fax 631-425-4104 *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Page 1 of 2 10/05/05 Proposed construction type: _WNew Modification of Existitructure _Agricultural Change of use Property total acreage or square footage: 3.0583 ac./xgxft Site Plan build-out acreage or square footage: 370 xxisq. ft. Is there an existing or proposed Sale of Development Rights on the property? Yes No X If yes, explain: Property Zoning District(s): R-40 Building Department Notice of Disapproval Date: 10 / 10 / 05 - amended on 10/20/05 Is an application to the Southold Town Zoning Board of Appeals required? Yes X No_ If yes, have you submitted an application to the ZBA? Yes X No_ If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: East Marion Fire District firehouse List all proposed property uses: Public Utility Wireless Telecommunications Facility Other accessory uses: Existing accessory storage / garage Existing lot coverage: 6.4 % Proposed lot coverage: 0.28 % Gross floor area of existing structure(s): 8,600 sq. ft. Gross floor area of proposed structure(s): 370 sq. ft. Parking Space Data: N/A - No changes will be made to available parking. # of existing spaces: 39 # of proposed spaces: 0 Loading Berth: Yes No Landscaping Details: Existing landscape coverage: 26 % Proposed landscape coverage: 0.3 % Waterfront Data: Is this property within 500" of a wetland area? Yes No X If yes explain: I, the undersigned, certify that all the above information is true. MU LEY, DE, NIELSEN & RE' Attorneys for Applicant Signature ofPreparer: By: Date: G. ��Z06S LAWR . RE' Page 2 of 2 10/05/05 iAPPLICANT . TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of Town officers and employees. The numose of this form is to provide information, which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: New Cingular Wireless PCS, LLC (Last name,first naive, middle initial,unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the other person or company name.) NATURE OF APPLICATION: (Check all that apply.) Tax Grievance Variance Change of Zone Approval of Plat Exemption from Plat or Official Map Other X If"Other", name the activity: Site Plan Application Do you personally, (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business interest" means a business, including a partnership, in which the Town officer or employee has even a partial ownership of (or employment by) a corporation in which the Town officer or employee owns more than 5% of the shares. YES NO X If you answered"YES", complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold: Title or position of that person: Describe that relationship between yourself (the applicant) and the Town officer or employee. Either check the appropriate line A through D (below) and/or describe the relationship in the space provided. The Town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): A)the owner of greater than 5% of the shares of the corporate stock of the applicant(when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C) an officer,director,partner,or employee of the applicant; or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted t 'sof 2005 Signature: Print Name: s h et S stemDevelopmentManager neCingular Wireless PCS, LLC TOWN OF SOUTHOLD COUNTY OF SUFFOLK : STATE OF NEW YORK ---------------------------------------------------------------------------------X In the Matter of the Application of NEW CINGULAR WIRELESS IPCS, LLC AUTHORIZATION OF At the premises: OWNER 9245 Route 25 East Marion, New York District 1000 Section 31, Block 3, Lot 11.31 ---------------------------------------------------------------------------------X STATE OF NEW YORK ) ) SS.: COUNTY OF SUFFOLK ) DANIEL H. WOOD being duly sworn, deposes and says: Iamthe Chairman, Board of Comm-is sion®fAeEast Marion Fire District,owner in fee of the premises known as Section 31, Block 3, Lot 11.31 (the "Premises"hereafter), and do hereby authorize New Cingular Wireless PCS,LLC("Cingular"hereafter),and its representatives to bring such applications for municipal approvals as may be necessary for constructing or installing on the Premises such antennas, support structures, and related equipment as Cingular may require for the establishment of its public utility wireless telecommunication facility. As such, I will fully cooperate with Cingular and its agents in obtaining any required Approvals. EAST MARION FIRE DI,S�TRICT By. Sworn to before me this 16t]day,,:of^/August 2005. NOTARY PUBLIC ®WARS 1OM joYp 51h pftry Pvbk Sut 0 New York 02800379r,` County Commissi05 E..p.,c, npiil 30,20W EDWAp.D �e otOYD 5th New Yorlc Notary Public 02800376625 Suffolk County Commission Expires April 30, 200 ' ,. APPLICANTS AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK Joseph Sweet being duly sworn, deposes and says that he resides at c/o 333 Crossways Park Drive, Woodbury In the State of New York, and that he is the Wkk Qfxtk?�clRYA WktitkYltxR4ctch�fixblRSctk System Devel opment Manager of the CinguIar Wireless PCS, LLC (Title) (Specify whet a MBBM70iW OCA)7X%OIf,(JM 7 Limited Liability Company) which is hereby making application; that there are no existing structures or improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, Including all rights-of-way, has been clearly established and is shown on said Plan; that no part of the Plan Infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be altered or changed in any manner without the approval of the Planning Board; and that the actual physical Improvements will be installed in strict accordance with the plans submitted. Signed (�xoa�cx New Cinlii��s s PCS, LLC Signed 'rR 4tf�bcer"� ftk Appl ca t Owner' s Agent swot to me th day of kA 2005 uucl— (Naary Public) S� Owners within a 100 foot radius LI-1017 Owner: Louise Crandell Address: 9000 Route 25, East Marion, NY, 11939 Mailing Address: 27 Vestry Street, New York, NY 10013 Section 31, Block 8, Lot 2 Owner: Ernest Baxter, Wf Baxter Address: 9100 Route 25, East Marion, NY 11939 Mailing Address: Attn: Alliance Mortgage C, Tax Dept, 8100 Nations Way, Jacksonville, FL 32256 Section 31, Block 8, Lot 3 Owner: Jon Rogers and Jacqueline Rogers Address: 9220 Route 25, East Marion, NY 11939 Mailing Address: PO Box 550, Easton, PA 18044-0550 Section 31, Block 8, Lot 4 Owner: Anthony AS Lekakis Address: 335 Oak Court, East Marion, NY 11939 Mailing Address: 1152 East 8th Street, Brooklyn, NY 11230 Section 31, Block 3, Lot 11.10 Owner: Cheryl L Bondarchuk Address: 350 Oak Court, East Marion, NY 11939 Mailing Address: Same Section 31, Block 3, Lot 11.11 Owner: Eastern Breezes R. E. Address: 9245 Route 25, East Marion, NY 11939 Mailing Address: 54795 Main Road, PO Box 1103, Southold, NY 11971 Section 31, Block 3, Lot 11.32 Owner: White Swan Emile Address: 9495 Route 25, East Marion, NY 11939 Mailing Address: 2 Richard Road, Selden, NY 11784 Section 31, Block 3, Lot 20 Owner: George Kortsolakis and Ors Kortsolakis Address: 8875 Route 25, East Marion, NY 11939 Mailing Address: 7901 Ridge BLVD, Brooklyn, NY 11209 Section 31, Block 3, Lot 12 Owner: Sylvia M Daley Address: 8985 Route 25, East Marion, NY 11939 Mailing Address: PO Box 574, East Marion, NY 11939 Section 31, Block 3, Lot 17 Owner: East Marion War Memorial Association Address: 9165 Main Road, East Marion, NY 11939 Mailing Address: PO Box 136, East Marion, NY 11939 Section 31, Block 3, Lot 18 Inventory of Cin ular Wireless Sites-Town of Southold LI-1017 Subject Site . Distance (miles)from Site Number Site Name Owner Location Address Latitude Lon itude Structure Type Height subject site Status LI-1017 East Marion East Marion FD 9395 Main Rd Rte 25,East Marion,NY 41.12781 -72.34143 Flagpole 120 0 Subject Site LI-735 Orient Point Orient Point FD 23300 Main Rd,Orient Point,NY 41.143 -72.2980 Mono ole/Fla ole 60 2.5 Future 225 Green ort Green ort Water District Moore's Lane,Gree rt,NY 41.1042 -72.3742 Water Tank 146 2.4 On Air 229 Southold Southold Police Det Peconic Lane,Pecenic,NY 41.0358 -72.455 Lattice Tower 121 8.7 On Air LI-1027 Cutcho ue Crown Castle 21855 CR-48 Cutch ue,NY 41.0296 -72.497303 Mono le 85 10.6 A roved FU2 Shelter Island Shelter Island Garbe a Dum Menantic Rd,Shelter Island,NY 41.06667 -72.3508 Mono le 150 4.3 On Air LI-741 Eas[Northville Ke s an 5792 Sound Ave,James on,NY 40.9896 -72.58411 Lattice Tower 150 16 Future LI-201 Fisher's Island Lad of Grace Catholic Church Oceanic Avenue,Fishers Island,NY 41.2611 -72.01444 Church Buildin 35 19 On Air 228 Mattituck Lingular Wireless Rte 25 8 Elijah Lane,MatBtuck,NY 40.9989 -72.5108 Monopole 100 12.6 JOn Air NORIA Overview of Nokia UltraSite EDGE Base Station I NEW CINGULAR WIRELESS PCS, LLC Application for Town of Southold Site Plan Approval Premises: East Marion Fire District Proposed Equipment Cabinet wu I �;rik 'ff p ,s - s z�y I� 4 Figure 2. Nokia UltraSite EDGE BTS Outdoor, Indoor, and Midi Indoor- an ideal solution for urban, suburban, or rural environments u NOTE: Dimensions mm(inch) 1940 pe.4) i. 1800 t i (los) Erl ,;t 1100 (43.3) - r I_770 750 Y (30.3) (29.5) 6DO570 570 (23.61-1224) �13.6)1I�224) Outdoor Indoor Midi Indoor Figure 15. Dimensions of Nokia UltraSite EDGE BTSs 14.14.11 (995)-9c 617..20..20, .SEAR Appendix B • State Environmental Quality Review Visual EAF Addendum This form may be used to provide additional information relating to Question 11 of Part 2 of the Full EAF. (To be completed by Lead Agency) Distance Between Visibility Project and Resource (in Miles) 1. Would the project be visible from: 0.1/4 1/4-1/2 1/2.3 3.5 5.+ • A parcel of land which is dedicated to and available ❑ ❑ ® ❑ ❑ to the public for the use, enjoyment and appreciation of natural or man-made scenic qualities? • An overlook or parcel of land dedicated to public ❑ ❑ ® ❑ ❑ observation, enjoyment and appreciation of natural or man-made scenic qualities? • A site or structure listed on the National or State ❑ ❑ ❑ ❑ ❑ Registers of Historic Places? N/A • State Parks? ❑ ❑ 0 ❑ ❑ • The State Forest Preserve?N/A ❑ ❑ ❑ ❑ ❑ • National Wildlife Refuges and state game refuges?N/A ❑ ❑ ❑ ❑ ❑ • National Natural Landmarks and other outstanding ❑ ❑ ❑ ❑ ❑ natural features?N/A • National Park Service lands? ® ❑ ❑ ❑ ❑ • Rivers designated as National or State Wild, Scenic ® ❑ ❑ ❑ ❑ or Recreational? • Any transportation corridor of high exposure, such ❑ ❑ ❑ ❑ ❑ as part of the Interstate System, or Amtrak?N/A • A governmentally established or designated interstate ❑ ❑ ❑ ❑ ❑ or Inter-county foot trail, or one formally proposed for establishment or designation?N/A • A site, area, lake, reservoir or highway designated as ❑ ❑ ® ❑ ❑ scenic? • Municipal park, or designated open space? ❑ ❑ Z ❑ ❑ • County road? ❑ ❑ ® ❑ ❑ • State? ❑ ❑ ® ❑ ❑ • Local road? ❑ ❑ ® ❑ ❑ 2. Is the visibility of the project seasonal?(i.e., screened by summer foliage, but visible during other seasons) ❑Yes ®No 3. Are any of the resources checked in question 1 used by the public during the time of year during which the project will be visible? ®Yes ❑No 1 DESCRIPTION OF EXISTING VISUAL ENVIRONMENT 4. From each item checked in question 1, check those which generally describe the surrounding environment. Within *'/4 mile *1 mile Essentially undeveloped ❑ ❑ Forested ❑ ❑ Agricultural Suburban residential Industrial N/A ❑ ❑ Commercial Urban N/A ❑ ❑ River, Lake, Pond (Orient Harbor) ❑ Cliffs; Overlooks ❑ Designated Open Space (Golf Course) ❑ Flat Hilly .N/A - ❑ ❑ Mountainous N/A ❑ ❑ Other ❑ ❑ NOTE: add attachments as needed 5. Are there visually similar projects within: 'Vs mile ❑Yes ®No '1 miles ❑Yes ®No '2 miles ❑Yes ®No '3 miles ❑Yes ®No ' Distance from project site are provided for assistance. Substitute other distances as appropriate EXPOSURE 7,453 eased on NYSDOT 2003 Traffic Volume Report for Suffolk 6. The annual number of viewers likely to observe the proposed project is county NOTE: When user data is unavailable or unknown, use best estimate. CONTEXT 7. The situation or activity in which the viewers are engaged while viewing the proposed action Is FREQUENCY Holidays/ Activity Daily Weekly Weekends Seasonally Travel to and from work Involved in recreational activities ❑ ❑ ❑ Routine travel by residents At a residence At worksite Other ❑ ❑ ❑ Cl 2 " ANW CONSISTENCY ASSESSMENUM11M A. INSTRUCTIONS I. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town Of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or no" then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 31 -3 - 11.31 PROJECT NAME Special Exception Permit Application for New Cingular Wireless PCS,LLC The Application has been submitted to (check appropriate response): Town Board ® Planning Board ❑ Building Dept. ❑ Board of Trustees ❑ I. Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (C) Permit, approval, license, certification: Nature and extent of action: The proposed action consists of the installation of a 120±-foot above grade level(agl)"flagpole"monopole to accommodate the antennas of the East Marion Volunteer Fire Department and wireless communications antennas to be concealed therein. New Cingular Wireless PCs,LLC(hereinafter"Cingular")proposes six antennas to be concealed within the flagpole. In addition,ground-based equipment cabinets would be situated within a fenced I0-foot by 27-foot area on an approximate 10-foot by 22-foot by 8-inch deep concrete pad. -Location of action:9395 Main Road,East Marion,New York 11939,Town of Southold, Suffolk County Site acreage:.008±*Repres is location of proposed flagpole and Cin gluar ipment area only Present land use:East Marion Fire Department Present zoning classification:Residential Low Density AA 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a)Name of applicant:New Cingular Wireless PCS (b) Mailing address:333 Crossways Park Drive,Woodbury,New York 11797 (c) Telephone number: Area Code ( )516-677-6503 (d) Application number, if any:Unknown Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No® If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ®Yes ❑ No ❑ Not Applicable The proposed flagpole would be situated on previously disturbed land and would be constructed on a portion of the property that is currently mowed lawn.Moreover,the flagpole would be compatible with the existing fire house/municipal use and would accommodate fire department equipment as well. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ® Yes ❑ No ❑ Not Applicable Although the subject property is locatad@bddbkrcbeological sensitive zone,the propose4dwiftonsists of the disturbance of.008±acre, which is part of a parcel of land that 01119ey been developed by the East Marion FiraElpffmient. Moreover,the design of the proposed facility, such that the antennas would be concealed within a flagpole,would help mitigate any potential visual impacts. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ® Yes 1:1 No ❑ Not Applicable The proposed facility has been designed such that the antennas would be concealed within a flagpole to be situated on the property of the East Marion Fire Department. As such, although the proposed flagpole would be visible from the surrounding community,the flagpole would be harmonious with the existing fire department. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ® Not Applicable The proposed area of disturbance is only.008±acre.As such,there would be minimal disturbance on the site and the rise of flooding and erosion would be minimal. Moreover,as the proposed flagpole would accommodate the equipment of the fire department,it is anticipated that emergency communications would be improved such that it would minimize the loss of life and structures in the community. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ® Not Applicable As the proposed facility would be unmanned,it would not require potable water nor would any sewage or solid waste be generated. Thus,there would be no benefits or impacts to water quality or quantity. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable The proposed project consists of de t on previously disturbed land that is no ximate to wetlands. Therefore the proposed flagpole would have nompacts on significant coastal fish,wildlife habitats or wetlands. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable As the proposed facility would be unmanned and would require minimal vehicular trips,there would be no significant adverse impacts to the air quality of the Town of Southold. Moreover,the proposed equipment consists of fan-cooled equipment cabinets that do not contain any refrigerants. Thus,there would be no impacts associated with such chemicals. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No® Not Applicable The proposed project consists of the construction of an unmanned facility,thus no solid waste,hazardous substances or other wastes would be generated. The proposed landscaped buffer would not require routine use of pesticides thus the public health,public and private property,and the fish and wildlife population would not be jeopardized. Radioactive materials and petroleum products are not being considered for the proposed project,therefore,there would be no threat to the environment from such materials.. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. [:]Yes[--] No ® Not Applicable Since the proposed flagpole would be situated on property owned by the East Marion Fire Department the proposed project would have no affect on public access to coastal waters,public lands or public resources of the Town of Southold. Since the proposed facility is not adjacent to coastal waters,public land,or public resources,there would be no adverse impacts to such resources. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southo] ' er-dependent uses and promoteAjt&g of new water-dependent uses in suitable locations. See LWVWion III - Policies- Pages 47 thr ,6 for evaluation criteria. ❑ Yes ❑No ® Not Applicable The project would be situated on previously disturbed land that is not adjacent to harbors,inlets or creeks. The proposed flagpole may be visible from areas of water dependent uses,however,the installation of the flagpole would provide service in an area Cingular has identified as having a deficiency,could benefit the businesses and residents that do inhabit or utilize such water-dependent areas. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No ® Not Applicable The proposed flagpole installation would have no impact on living marine resources as it would be situated on the already developed East Marion Fire Department property which is not situated adjacent to the Long Island Sound,the Peconic Estuary or Town waters. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. Yes ❑ No ®Not Applicable Cingular's proposed project which have no impact on the Town of Southold's agricultural lands as the project site would be situated on land previously developed with the East Marion Fire Department. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No® Not Applicable The proposed project would use minimal electricity and would be unmanned therefore the effect on energy and mineral resources would be minimal. PREPAREDBY4 TITLEVice President,Planning DATE 12/14/05 /Ginny Watral Amended on 811105 ' CONSISTENCY ASSESSMEN,� A. INSTRUCTIONS ' I. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town Of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or no" then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus each answer must be explained in detail listing both supporting and non supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 31 -3 - 11.31 PROJECT NAME Special Exception Permit Application for New Cingular Wireless PCS LLC The Application has been submitted to (check appropriate response): Town Board ® Planning Board ❑ Building Dept. ❑ Board of Trustees ❑ I. Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital E]construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (C) Permit, approval, license, certification: Nature and extent of action: The proposed action consists of the installation of a 120±-foot above grade level(agl)"flagpole"monopole to accommodate the antennas of the East Marion Volunteer Firq Department and wireless communications antennas to be concealed therein. New Cingular Wireless PCs,LLC(hereinafter"Cingular")proposes six antennas to be concealed within the flagpole. In addition,ground-based equipment cabinets would be situated within a fenced 10-foot by 27-foot area on an approximate 10-foot by 22-foot by 8-inch deep concrete pad. -Location of action:9395 Main Road,East Marion,New York 11939,Town of Southold,Suffolk County Site acreage: .008±*Representl�ocation of proposed flagpole and Cingluar eylikent area only Present land use:East Marion Fire Department Present zoning classification:Residential Low Density AA 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant:New Cingular Wireless PCS (b) Mailing address:333 Crossways Park Drive,Woodbury,New York 11797 (c) Telephone number: Area Code ( )516-677-6503 (d) Application number, if any:Unknown Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No® If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ®Yes ❑ No ❑ Not Applicable The proposed flagpole would be situated on previously disturbed land and would be constructed on a portion of the property that is currently mowed lawn.Moreover,the flagpole would be compatible with the existing fire house/municipal use and would accommodate fire department equipment as well. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ® Yes ❑ No ❑ Not Applicable Although the subject property is locate' AN archeological sensitive zone,the proposed consists of the disturbance of.008±acre, which is part of a parcel of land that ha_ - dy been developed by the East Marion Fire_ ent. Moreover,the design of the proposed facility, such that the antennas would be concealed within a flagpole,would help mitigate any potential visual impacts. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ® Yes ❑ No ❑ Not Applicable The proposed facility has been designed such that the antennas would be concealed within a flagpole to be situated on the property of the East Marion Fire Department. As such,although the proposed flagpole would be visible from the surrounding community,the flagpole would be harmonious with the existing fire department. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ® Not Applicable The proposed area of disturbance is only .008±acre.As such,there would be minimal disturbance on the site and the rise of flooding and erosion would be minimal. Moreover,as the proposed flagpole would accommodate the equipment of the fire department,it is anticipated that emergency communications would be improved such that it would minimize the loss of life and structures in the community. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ® Not Applicable As the proposed facility would be unmanned,it would not require potable water nor would any sewage or solid waste be generated. Thus,there would be no benefits or impacts to water quality or quantity. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable The proposed project consists of de' at on previously disturbed land that is not A&ximate to wetlands. Therefore the proposed flagpole would have no impacts n significant coastal fish,wildlife habitats or we ands. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. ❑ Yes 1:1No ® Not Applicable As the proposed facility would be unmanned and would require minimal vehicular trips,there would be no significant adverse impacts to the air quality of the Town of Southold. Moreover,the proposed equipment consists of fan-cooled equipment cabinets that do not contain any refrigerants. Thus,there would be no impacts associated with such chemicals. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. Dyes ❑ No® Not Applicable The proposed project consists of the construction of an unmanned facility,thus no solid waste,hazardous substances or other wastes would be generated. The proposed landscaped buffer would not require routine use of pesticides thus the public health,public and private property, and the fish and wildlife population would not be jeopardized. Radioactive materials and petroleum products are not being considered for the proposed project,therefore,there would be no threat to the environment from such materials.. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑Yes❑ No ® Not Applicable Since the proposed flagpole would be situated on property owned by the East Marion Fire Department the proposed project would have no affect on public access to coastal waters,public lands or public resources of the Town of Southold. Since the proposed facility is not adjacent to coastal waters,public land,or public resources,there would be no adverse impacts to such resources. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold'- water-dependent uses and promote Biting of new water-dependent uses in 1 suitable locations.See LWI Otion III - Policies- Pages 47 thr( W6 for evaluation criteria. ❑ Yes ❑No ® Not Applicable The project would be situated on previously disturbed land that is not adjacent to harbors, inlets or creeks. The proposed flagpole may be visible from areas of water dependent uses,however,the installation of the flagpole would provide service in an area Cingular has identified as having a deficiency,could benefit the businesses and residents that do inhabit or utilize such water-dependent areas. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No ® Not Applicable The proposed flagpole installation would have no impact on living marine resources as it would be situated on the already developed East Marion Fire Department property which is not situated adjacent to the Long Island Sound,the Peconic Estuary or Town waters. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold See LWRP Section III - Policies; Pages 62 through 65 for evaluation criteria. Yes ❑ No ®Not Applicable Cingular's proposed project which have no impact on the Town of Southold's agricultural lands as the project site would be situated on land previously developed with the East Marion Fire Department. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No® Not Applicable The proposed project would use minimal electricity and would be unmanned therefore the effect on energy and mineral resources would be minimal. PREPARED BY I✓" l �%� TITLEVice President,Planning DATE 12/14/05 Ginny Watral Amended on 811105 • New York Office 99 Pine Street i n f i n i g V Albany, New York 12207 / Phone: (518)434-2288 J Fax: (518) 434-2059 DRa�1r.)gC�F Gd�t.C�7�-La�1S lZl9 /ar- 5ry1 E- 101-7', 1k)FS1 C �C�bTI[�1f� CUNJ iTlc�:i5 l"Pltc-TI�Z A-(2-'FA = q2,l lss!F- _ 0•q7 Ccc-7*c(E�t�—= G.20 �lfc*DJN, NE�►f f, __..� C = p.z� Sc7��— F_x�-nN�, OF NEy L 2_TIPI` Odc�F/� C�RLv\� Gp_LB. T��� Yv1U �+ G � 2 ZC •�4�t> r �C.I� ZC .bt5 J r (6. �ZYGcx:�J N{LePcai d� >2VN�F� = C• 4LL �2� tic:FF (V N):(L-4 L (9 11,15 _ 810 Marietta Highway • Roswell, Georgia 30075 99 Pine Street • Albany, New York 12207 770-640-9969 518-434-2288 www.infinigy.com SBA Network Services, Inc. To: SOUTHOLD TOWN CLERK • 122664 Checober: 199042 Date: 08/19/2005 Invoice Number Invoice Date Description Amount Discount Paid Amount 081805REQ 08/18/2005 FILING FEE ZONING LI-1017 $914.30 $.00 $914.30 $914.30 $.00 $914.30 SBA Network Services, Inc. Wachovia Bank, N.A. 199042 5900 Broken Sound Parkway NW - Augusta,GA Boca Raton,FL 33487.2797 64-975/612 122664 (561)995-7670 DATE : :AMOUNT. Nine Hundred Fourteen Dollars And 30 Cents 08/19/2005 $914.30 Void After 120 Days Pay to the Order of: .: SOUTHOLD TOWN CLERK MAIN ROAD SOUTHOLD, NJ 11971-0000 II' L9904 2115 I:06 L 20975Et: 20799004 2456611' . Town Of Southold P.O Box 1179 • C �, Southold, NY 11971 7� * * * RECEIPT * * * Date: 12/20/05 Receipt#: 2129 Transaction(s): Reference Subtotal 1 1 Application Fees 31-3-11. $651.58 Check#: 2129 Total Paid: $651.58 DEC 2 1 2005 Name: East, Marion Fire District Telecom 9395 Main Rd P O Box 131 East Marion, NY 11939 Clerk ID: LINDAC Internal ID:31-3-11.31 Town Of Southold . .- - P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 12/20/05 Receipt#: 199042 Transaction(s): Reference Subtotal 1 1 Application Fees 31-3-11. $914.30 Check#: 199042 Total Paid: $914.30 Name: East, Marion Fire District Telecom 9395 Main Rd P O Box 131 East Marion, NY 11939 Clerk ID: LINDAC Internal ID:31-3-11.31a • Town Of Southold P.O Box 1179 • Southold, NY 11971 * * * RECEIPT * * * Date: 12/20/05 Transaction(s): Reference Subtotal 1 1 Application Fees 31-3-11. $0.27 Cash Total Paid: $0.27 Name: East, Marion Fire District Telecom 9395 Main Rd P O Box 131 East Marion, NY 11939 Clerk ID: LINDAC Internal ID:31-3-11.31b MAILING ADDRESS: SO ~PLANNING BOARD MEMBERS • P.O. Box 1179 JERILYN B.WOODHOUSE O��QF UTGOI Southold, NY 11971 Chair Q OFFICE LOCATION: WILLIAM J. CREMERS T Town Hall Annex KENNETH L.EDWARDS G Q 54375-State Route 25 MARTIN H. SIDOR �` �0 (cor..Main Rd. &Youngs Ave.) GEORGE D. SOLOMONCOU'M'N Southold, NY 11'1 Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM RECEIVED u To: Elizabeth Neville, Town Clerk Southold Town Clerk From: Planning Department Date: December 20, 2005 Re: Checks Enclosed herewith are the checks listed below.* Please return a receipt to us. Thank you. Project Name & Type Tax Map # Amount Date of Check E. Marion FD Telecom 31-3-11.31 $651.58 app 12/8/05 E. Marion FD Telecom 31-3-11.31 $914.30 app 8/19/05 * Also enclosed: .27 cents cash supplement to above checks. LR encs. MAILING ADDRESS: PLANNING BOARD MEMBERS O f so • P.O. Box 1179 JERILYN B.WOODHOUSE Southold, NY 11971 Chair 110 y OFFICE LOCATION: WILLIAM J. CREMERS 4 T Town Hall Annex KENNETH L.EDWARDS G • Q 54375 State Route 25 MARTIN H.SIDOR (cor. Main Rd. &Youngs Ave.) GEORGE D.SOLOMON .YCO ' Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Elizabeth Neville, Town Clerk From: Planning Department Date: December 20, 2005 Re: Checks Enclosed herewith are the checks listed below.' Please return a receipt to us. Thank you. Project Name & Type Tax Map # Amount Date of Check / E. Marion FD Telecom 31-3-11.31 $651.58 app 12/8/05 E. Marion FD Telecom 31-3-11.31 $914.30 app 8/19/05 Also enclosed: .27 cents cash supplement to above checks. LR encs. SBA Network Services, Inc. To: SOUTHOLD TOWN CLERK 0 122664 Che*ber. 199042 Date: 08/19/2005 Invoice Number Invoice Date Description Amount Discount Paid Amount 081805REQ 08/18/2005 FILING FEE ZONING LI-1017 $914.30 $.00 $914.30 2129 } (yn t"„�' � 1 �1 .' "I /#F '�ij *IN(,'". THE SUFFOLK COUNTY NATIONAL BANK tjtj S BOHEMIA,NEW YORK 11716 it 60.548.214 Tl1 1 /aizoos t v1s t ak hi e d $4 5,t.58 cx�� "1`°' r�fk }r<txakawf� thtri, si +etrertk}t*atrarrxrsssftE*rssrtt�+res*srter*!++' rrwwR#atr't«#;t#; DOLLARS, . i SCS } :' ihCtG) klquo 1:02-1 OS4E41r 2$ 1 004234 ' $914.30 $.00 $914.30 SBA Network Services, Inc. Wachovia Bank, N.A. - 199042 5900 Broken Sound;Parkway NW Augusta,GA: - Boca Raton,FL 33487-2797 64-975/612 122664 (561)995-7670 DATE AMOUNT.. Nine Hundred Fourteen Dollars And 30 Cents 08/19/2005 $914.30 —. Void After 120 Days Pay to the Order of SOUTHOLD TOWN CLERK MAIN ROAD SOUTHOLD, NY 11971-0000 -- 3l 3 - 11. 3 11' 19904211' 1:06 1 209 7 561: 207990042456611' e. t r.' v Xl�SI .1 Yr A f M .•t�:YY'r' .1� �+•.,.) . � t. a+r � ��ill A � ' 1 �i J`4. �, �R is t .•�. 1) � .+✓A{s. lt�}. . ?, � MnV• .` New Cingular Wireless PCS, LLC at East Marion SectionBlock { �. .,. . a.. 'rad. ," $?. " ':;:+', r. ,r; 9� �• ta.-y . air.. •� .Y f:,ter..,... *' „s%. �# . � � .y �� . . � .�* yz�,�- g � Fes, ... �. r� - '. ��� � �' �. ..� x rs>_:. 0 T�.°. x .*: s�� t e L ' �� �... . .� �. ' � is �i � 1: r�. �. Y e. -. .r .. .. .._rf -" -. � � ai _ -. n � 1p nl t° �� '-'• t, .. «.e. � .: .. �—spy � r 1. f Ra Section 31,Block ■ µ . w i * 5 3. nw New Cingular Wireless PCS,LLC at I{ast Marion Fire District View looking Northeast ,�'' Nil. `( - t •�"'� t 08/2CD 9/2007 Y ,., I �-rte- •- , , �: 08 2007 { i S �'F IA- do � r our- 08/ 29 ,/' 2007 08 9/2007 _ � ' yr• �` .- 08/29/2007 08/29/2007 I v. f` I II fJ�a • Ali. j i I' t \/X\" \\(/\ �. i' � � s / " .. � � � � p � / , �r � r r \ .. . �„ � � �� p� �y�, Y ..rye� �'' ^� �� � F 71``x.. �\ � {'r-. ' � / .�,.. � i� � �.,^. �� 7 �" �� � � r �/ . Y Jr ����� ..' / i/ /� I . � ' v�K' .i� � � � �� }�� f��,'(,�, .� i � � .fie:i / - ,���., � , �y y� ik � � � {, s �` � � ��� � - i _ - .� , ;_ ._ �: ,,- � � �� �,. � � , p o v �� � .� � " / f �� r J= � /moi .' � ,,! r -�,. �, _, -,. ►� � ��.` ,, � � � Y, � , �� , � i `y� .r�. %� �' �_ :. ;= -.. � �' Gr � �, �.. �', i is �. �^` � _K�•�%� � � i��\ �+ .�� WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD SITE PLANS For Monday December 19, 2005 at 4:00 PM. • Malon Industries, Inc. SCTM# 1000-97.-5-4.5 Action: Review of Town Engineers comments, SC Planning comments and certified traffic Analysis. Status: Pending a revised site plan. Recommendation: To accept the Town Engineers comments and SC Planning comments and allow staff to send this to the applicant's agent to revise the site plan. Attachments: none- refer to last weeks work session agenda • Kestler, Francis SCTM# 1000-142-2-16 Action: Review of letter dated 12/8/05 for a conditional PB sign off. Status: Pending a site inspection and satisfaction letter. Recommendation: Issue a conditional satisfaction letter recommending. Attachments: a-1 • East Marion FD Telecom SCTM# 1000-31-3-11.31 Action: Review new site plan application. Status: Pending the PB accepts the application and refers out per Town Code. Recommendation: None Attachments: None Prepared by BS 12-14-05,2:OOpm Page 1 of 1 i Semon, Bruno From: Jeriwood@aol.com Sent: Friday, January 20, 2006 10:58 AM To: Semon, Bruno Subject: Re: East Marion Fire District Telecom SP Hi Bruno, The other questions related to the hamlet study - have you asked Mark and Anthony to look over the site plan in light of the East Marion Hamlet report to see how this fits in or if there are other siting options? Jeri Taste of the North Fork 8595A Cox Lane,Unit#3 Cutchogue, NY 11935 Phone:631-734-6100 Fax: 631-734-7031 Website:www.atasteofthenorthfork.com i I YC 1 ✓ 1/20/2006 Town ofSout6oldHamletStud y HamletofFaetMatron I. EAST MARION HAMLET CENTER OVERVIEW: East Marion, originally known as Oysterpond Upper Neck, later named Rocky Point was founded in 1646. The present name of the hamlet honors General Francis Marion, the "Swamp Fox" of the American Revolution. East Marion is well known as the headquarters of an active lifesaving station which over the years, rescued numerous mariners whose ships were wrecked on the treacherous rocks of the Sound. The hamlet's maritime heritage is evident in the local nickname of "shad-eyes", which is a reference to local fisherman. East Marion houses the only memorial post office in the United States. It has been operating since 1949 as a working memorial to veterans of World War II, Korean War and Vietnam. East Marion's Hamlet Center is one of the smallest in the Town covering 6.7 acres, and including 5 separate parcels (Figure EM-1). Page EM-I WP4 'roWN O SOUTHOLD MY A HAMLET STUDYyipMARION r d X 'h ✓ • p i � Sl ��p ff ��� � � �lnl t� Vfit•.`. A � BASE MA -X LEGEND: Hamlet Bcunclary Lot Lines 0 Town of Southold Hamkt Study Flamlet ofF"Marion II. EAST MARION HAMLET VISION: Looking toward the future, East Marion's hamlet vision includes several fundamental components: • Strengthen and reinforce rural agricultural character of the land around the Hamlet Center. • Preserve the small scale nature of the Hamlet Center as the focus of community life. • Prevent larger scale commercial development. The Hamlet Center's commercial extent is extremely limited, and should remain so. Larger scale commercial development is clearly inconsistent with the Hamlet Center's character. Large scale in this context not only refers to the square footage of a given facility, but also to the intensity of use, the volume of traffic generated, the nature of the intended market (i.e. targeting a larger market, and not simply the hamlet itself), the extent of site improvements, like off-street parking lots or sewage disposal systems, etc. • While not part of the Hamlet Center, the satelite limited commercial area at the corner of Rocky Point Road should remain intact. • Opportunities for new residential development exist in East Marion. A new HALO zone should be designed to accommodate a variety of housing types, at a density of 1/2 acre. (1 dwelling/20,000 square feet of lot area). • Embrace a diversity of housing types, such as townhouses, attached single family dwellings, multi-family dwellings, etc., within the overall context of the existing character of the Hamlet. • The creation of affordable"workforce" housing is a priority. • Accessory apartments are viewed as a viable method to accommodate additional growth. Figure EM-2 presents the effective boundary of the new HALO zone. Figure EM-3 displays lands within the HALO boundary where development cannot take place due to the presence of environmental constraints, or as a result of previous land protection efforts. Page EM-2 ��Mry��l`?M',�v ,;yga �A•�y �p';- ���9v" I n �. . �l L, TOWN OF SOU HOLD WIN 4M HAMLET V,R14" MARION \+ ,�` �► ♦ � ® IIauilcf Ccutcr ne MAP A. v c � `� � ,a�� '.�,a• LEGEND: {, , {y.� r.i 7,.� 7,q,� � "ty"`,� Hamlet Boundary Y•D� • \,�{y►, � / ,Q. 5� „�? Lot HALO Bory — gum*Bounda EM-2 12/04 / G� 3 �► c e > lid•\ ��,�'� �, 'a '����iii Southold GIS �P, xY ISI TOWNOF Legend atm Protected Lands kf '�� SO 4� OLD YN Community Facilities 39! ® � I Lakes/Ponds Bay/Inlets - - 'DOW HAMLET N STUDY MARION G� �', w ®� ®�"' r''' =mow e to � , IIamlet Center a � HALONN IVaN BUILDABLE b� e H • MAP `J�m�.,r"� y�� Y ✓p,� •�y'� $"�,_ LEGEND: Hamlet Boundary Lot Lines p A °� ' b-rpi✓ `�sdd+v {. �1 EM-3 11164 e ` �JY Sour re: BY Scale: �c°N®��4a ^"rnnn Southold GIs Town ofSoudwkI Hamkt Study Ha det ofFa#Marion III. HAMLET STRENGTHS&WEAKNESSES: Early in the process, the Stakeholders conducted a "strengths and weaknesses" exercise. Stakeholders identified major issues, some of which were viewed as strengths while others were viewed as hamlet weaknesses. These were compiled in the matrix below, and each issue was then carefully evaluated and an action assigned to each; preserve, add, remove or prohibit. East Marion's rural character, open space and agricultural lands, parks, fishing and water sports natural beauty, quiet, views, historic homes, small business district and its people are all examples of strengths that should be preserved. The Stakeholders found numerous areas where improvements can be made in East Marion. Specifically, expanding agricultural opportunities on underutilized lands, elimination of nuisance deer populations, creating a better configured, more usable Hamlet Center, eliminating poor quality ugly housing, sprawl, and traffic problems along Route 25 were identified as weaknesses that need to be addressed. TABLE EM-1 East Marion's Strengths&Weaknesses GOALS PRESERVE ADD REMOVE PROHIBIT Quality of Life Beaches at the end of most streets Rural character Open space/agricultural lands Parks Fishing/water sits Natural beauty Quiet Views from the causeway The people Location Old school house park should be the center of the hamlet Hamlet within walking distance of entire community Linear community, no center No community/civic center Housing Large, underutilized housing stock Historic homes �7— Ugly housing development Development of St Thomas Home property Sprawl Town of SoutholdHam/etStudy HamletofF"Mmion Traffic/Transportation No traffic light Route 25 traffic Bisected by highway Business Small business district Character of Blue Dolphin No commercial activity Need a mini-mart Page EM-4 Town ofSomgwM1hmktStudy, FlamktofTuKMmion IV SPECIFIC HAMLET IMPROVEMENT PROJECT RECOMENDATIONS• Throughout the course of the Hamlet Study, the Stakeholders were asked to compile lists of specific improvements or projects they may wish to see implemented. One of the final exercises involved refining these lists to reflect the consensus of the Stakeholders. The following recommendations are organized according to the HamletSustainabi/ityPrincip/es described in Section III of the Town-wide analysis. 1. Gateways: ✓ The development of an well designed gateway is recommended. The gateway should include signage welcoming visitors to the historic hamlet of East Marion, and should identify features such as farming, fishing and hunting. ✓ A visible and well designed gateway can serve the dual purpose of providing a degree of traffic calming. The gateway might reinforce the speed limit, indicate enforcement measures or include a radar speed clock with the design itself. 2. Building Design: ✓ Establish a pre-submission requirement for all HALO projects where input can be solicited from stakeholders regarding project design, aesthetics, etc. prior to the formal review of the project by the Planning Board. This new step in the process will allow for local input to be incorporated into the project at the earliest stage, thereby expediting the formal review and minimizing neighborhood conflicts. ✓ A new "village green" Hamlet Center focal point is recommended. This village green can utilize the land behind the Post Office and Fire House as well as the neighboring Kortsolakis property. Reorienting the existing buildings to focus on the green, along with the addition of new buildings (perhaps a small market) along with reconfigured parking, and a new design focal point (a monument, clock, fountain, gazebo, landscaping etc), will reorient the Hamlet Center away from Route 25, which is dangerous and generally unpleasant due to traffic volumes, toward a new traditionally configured village core. This recommendation represents a very unique opportunity to create, almost from scratch, a new Hamlet Center. Nowhere else in Town does such an opportunity exist. ✓ Diversity in building design adds a degree of excitement and uniqueness to the Hamlet Center, and it is encouraged. This diversity however, must not jeopardize the areas historic character or resources. 3. Streetscape: ✓ One of the attractive aspects of the Hamlet Center's streetscape are its lovely street trees. Preserving these trees however, requires an on-going commitment. A street tree planting program is recommended that incorporates regular pruning and maintenance as well as the replacement of damaged or dead trees. F4vEM-S Town ofSor¢6o1 HmnktStudy FfamktofF"M&daa 4. Vehicular Circulation: ✓ Orient ferry traffic is excessive and problematic. Methods to mitigate this problem should be aggressively pursued through all available avenues, and continually reassessed, reevaluated and adjusted accordingly. ✓ Aggressive traffic calming measures are necessary. The full range of options such as speed bumps, raised and textured crosswalks, chokers and curb extensions, pedestrian refuges, roundabouts, chicanes, cautionary signage, pavement striping, rumble strips, and break-away bollards in center of road, etc., should be considered for use. Any and all traffic calming measures employed must be"farmer friendly." ✓ A traffic light should not be placed in East Marion. If traffic volumes meet warrants for the installation of a light, it should be installed closer to the ferry. ✓ It is recommended that the posted speed limit through the Hamlet Center be reduced, and violations should be aggressively enforced. ✓ One method to minimize the continuous flow of ferry traffic is to work with ferry to stagger departing vehicles. Staggering groups of vehicles by no more than 1 minute, will provide sufficient separation to allow relatively normal vehicle movements along Route 25 to take place. ✓ Create an new access and vehicle circulation loop through the interior of the Hamlet Center, behind the Post Office and Fire House, and combining with the adjacent Kortsolakis property. This new loop would support the new "village green" Hamlet Center focal point. The primary purpose of the loop would be to get traffic destined for the Hamlet Center off Route 25, and into a safe and efficient traffic pattern that is seamlessly integrated with the newly created hamlet Center village green. ✓ Evaluate all sight distance impediments at driveways and intersections and correct as required. Impediments include utility poles, signs, un-kempt landscaping and street trees, fences, etc. Often, these structures are privately owned and constructed illegally within the right-of-way. 5. Pedestrian Circulation: ✓ Evaluate the feasibility of creating new crosswalks across Route 25 at Bay Avenue to the Hamlet Center and at the church to East Marion Park. ✓ A very effective method to allow for access to and enjoyment of East Marion's open space resources is to develop a trails system. Such a system, incorporating existing as well as new trails, could connect features such as the school house park, Dam Pond, etc. ✓ In addition to the development of a walking/hiking trail system, consideration should simultaneously be given to the development of a bikeway trail. Page EM-6 Town ofSoutholdHamktStudy Hamlet afE"J1 rkn ✓ Crosswalks should be creatively designed. Intersection sidewalks extensions (lessening the street width), pavement variations in texture, materials and color, raised pavement, signage, crosswalk bollards are all examples of potential solutions. 6. Parking: ✓ Eliminate on-street parking on the south side of Route 25, adjacent to the Hamlet Center. ✓ Develop an appropriately scaled municipal parking lot in a newly designed "village green"type Hamlet Center focal point. ✓ Parking for accessory apartments must be properly regulated. Large parking lots in front yards should be prohibited. 7. Public Transportation: ✓ An attractively designed bus shelter with benches, etc. for the S92 bus is recommended. The location of the bus shelter should conveniently integrate the shelter with the Hamlet Center ✓ Assist in publicizing the availability and benefits of utilizing public transportation resources and facilities. 8. Infrastructure: ✓ Overhead utility lines detract from the aesthetic appearance of the Hamlet, particularly along the causeway. These utility lines should be placed underground. ✓ The stakeholders have expressed an interest in utilizing alternative energy resources. In that regard, consideration should be given to the creation of a utility district that would provide for the generation of electricity for local use through windmills or tidal Flow, in conjunction with LIPA. 9. Maintenance: ✓ Additional trash receptacles are required, particularly at beach street ends. ✓ Increase the frequency of trash collections. ✓ Noise, from uses such as the Blue Dolphin hotel is a problem. East Marion is a quiet pastoral hamlet. Create and enforce a strong noise ordinance. Page EM-7 1 TownofSoutho HkuktStudv HomktofE"Afidon 10. Enterprise: ✓ Agriculture is the primary enterprise around the East Marion Hamlet Center. As such, all activities and actions in the hamlet should be designed to support and enhance this industry. ✓ The businesses of hunting, fishing and water sports are also important to the Hamlet. ✓ Encourage small businesses that support traditional businesses, such as farm stands, etc. ✓ Encourage the re-use of the vacant building as a coffee shop/general store in conjunction with the development of a new "Village Green" along with additional parking. ✓ Consideration should be given to the development of a new community gathering place, such as Poquatuck Hall in Orient, for community use. Such a facility could serve the elderly, the community's youth, day care, and provide a venue for community events, music, drama, etc. Additionally, the facility could be used as the design anchor for the creation of the"village Green." ✓ The provision of decent, well-paying jobs for the hamlet's young people is a serious issue. Without this employment base, young people will continue to leave the Town for better opportunities elsewhere. This imbalance is one of the factors feeding the current speculative and second home real estate market. ✓ The Hamlet Center should support modest and limited business activity. Large scale commercial activity would be inconsistent and inappropriate. 13. Housing: ✓ A new HALO zone is recommended that permits a variety of dwelling types, and accessory apartments. ✓ The HALO zone shall permit an increase in density above that which is permitted under the existing zoning up to 1 dwelling unit per 20,000 square feet of lot area. ✓ When adding density in the HALO zone, it is critical that the Hamlets rural balance is maintained by extinguishing the potential for those additional units in the agricultural and open space areas, perhaps through the implementation of a TDR program. ✓ The provision of affordable housing is a priority. ✓ Affordable housing should be shared among the Hamlets throughout the Town. ✓ Facilitate affordable housing through accessory apartments. PWEM-8 Town ofSout6o1d11amktStudy Ham/etafF�etM:non ✓ Accessory apartments must be associated with principal dwellings that are owner occupied. ✓ On lots of 1 acre or more accessory apartments may be located in a detached structure (a garage, barn etc.). ✓ On lots less than 1 acre, accessory apartments must be located within the principal structure. ✓ Accessory apartments should be reserved for individuals who work in Southold. ✓ A large parcel located adjacent to the Hamlet Center, which includes approximately 2 acres in the Hamlet Center itself, includes approximately 18 acres in the adjacent HALO zone. This parcel is ideally suited to the development of a workforce housing project. ✓ If the parcel identified above is developed to support workforce housing, planning should take into consideration access through the SCWA property to Rocky Point Road, Highpoint Road or Stars Road, thereby avoiding access onto Route 25. 14. Open Space Preservation: ✓ The major purpose of the Hamlet and HALO definitions are to promote the preservation of open space by concentrating commercial and residential growth within the Hamlet/HALO boundaries. ✓ Preservation of open spaces is a priority as it is this open space that defines the character of the East Marion Hamlet. ✓ Accelerate the Purchase of Development Rights Program and Open Space Preservation Program in the area outside of the Hamlet Center and HALO zone. ✓ Consider acquisition of SCWA property. 1S.The Working Landscape: ✓ Preserve and support the Hamlet's traditional industries, including the maritime industry, agriculture, and tourism. Achieving this goals requires not only preserving agricultural lands or fishing piers for example, but also requires the provision of the full range or ancillary and support facilities necessary to maintain these industries, including providing a trained work force that is able to reside within the Town. ✓ East Marion's farmers would like to honor their heritage and educate the public with a farm museum. ✓ Provide a forum for"artists in the fields." ✓ Assist farmers in obtaining the use of all possible agricultural lands. Page EM-9 Town ofSoLWhold Hamkt Study Hamlet ofF"Marion ✓ Investigate re-using R-40 land on Rocky Point Road that was formerly used for agriculture, for farming once again, which will also serve as a buffer between adjacent residences. ✓ Develop a long tem plan for maintaining the deer population, including the possibility of installing deer fencing (investigate subsidies), or "earn a buck program" (5 does for 1 buck). Housing development has pushed the burden of dealing with the deer population onto farmers. 16. Historic Resources: ✓ Continue to preserve and protect the Hamlet's historic resources. 17. Parks &Recreation: ✓ Explore expansion of Dam Pond Preserve, leaving a buffer on the Sound — through Kaley's Court to Tennis Court and Park. ✓ No commercial building should be permitted in East Marion Park. ✓ Consider developing a pavilion, rest rooms, water fountain in the park. ✓ Add trash receptacles to the park. - i ✓ Improve access ramps at road ends. ✓ Add benches and trash receptacles at road ends. ✓ Facilitate wintertime use of Marion Lake for skating etc. Provide porta-potty. ✓ Consider use of park for a seasonal youth camp. ✓ Maintain and enhance paths and trails. PWFM-10 Town ofSoutholdhTamktStua ]yamlNofFiatMsrion V. EAST MARION HAMLET CENTER—INVENTORY AND DESCRIPTION: j The East Marion Hamlet Center is a very limited business district/civic center that exhibits several basic characteristics: Character—the East Marion Hamlet Center exhibits certain fundamental characteristics that contribute to its unique "sense of place." These elements of "character", be they public places, civic uses, patterns of land use, architecture or the hamlet's orientation and configuration, tend to lend justification to the delineation of the Hamlet Center. Appearance —The streetscape, architecture and historic character of East Marion are unifying elements that contribute to the designation of the Hamlet Center. This appearance is often directly related to the underlying zoning controls and associated land use regulations. Convenience —The Hamlet Center is, by definition, a relatively compact and unified area. Convenient pedestrian circulation patterns, ample and proximate parking and well placed civic facilities such as the post office, contribute to creating a level of convenience common to all hamlet centers. These basic elements form the conceptual basis for delineating the Hamlet Center. Additional evaluation of the following specific factors was also conducted to further refine the Hamlet Center delineation: • Zoning • Pattern of land use • Vacancies • Parking • Utilities • Civic/historic features • Traffic conditions. These factors, combined with the five basic physical forms described earlier in Section II of the Town-wide analysis (Paths, Edges, Districts, Nodes and Landmarks — Figure EM-4) produced the final Hamlet Center boundary. The East Marion Hamlet Center is currently oriented toward Route 25. The Hamlet Center boundary has been created to include the frontage of a large adjacent parcel of land. Including this property within the Hamlet Center offers the opportunity to re-orient the Hamlet Center around a newly created "village green" thereby avoiding Route 25 and its associated traffic and safety issues. The Hamlet Center reflects the existing HB zoning district boundary, and a portion of a lot zoned R-40. In total the Hamlet Center encompasses approximately 6.67 acres. PWEM-11 Legend Path ry Node CD District r1„ r '�+t^ �.n" i •en'e "_�? i � wi t5' ia r. SWI, • * '� �' '!� 1 it av 'u 4w +3 „ r5A, W�r � � *fie �k�,`3"&� x,�t a,�31(�-'„�i �.3"`�� � �' � I {�k�d � � �i.'+�'T \ •" f 4x" � �,� .. 71 W, vp b ( HAMLET "Vl ,r, y��° y* fir; `�7 IMAGE, MAP rim- Lot Lines gA i s 3e i �`�pM`# r' v, sed n 4.:.y •R!, ra ��rr 8 s✓ � J Town ofSoudwM11amktSeudy Hamkt of&amAdW ion A. Summary of Hamlet Center Characteristics: The following summary of the Hamlet Center's characteristics was compiled from the Town's Geographic Information System database, supplemented by field reconnaissance conducted through the 2004/2005. 1. Land Area: a. Total Hamlet Center Land Area: The East Marion Hamlet Center is comprised of 5 tax parcels encompassing 290,545 square feet or 6.67 acres (Map EM-5). These figures are exclusive of roadway rights- of-way. b. Individual Parcel Ownership Characteristics: The 5 parcels that comprise the East Marion Hamlet Center have an average size 58,109 square feet or 1.3 acres. One parcel represents the 2 acre frontage of a larger 19.5 acre parcel. There are 5 separate owners in the Hamlet Center, each owning a single parcel. The largest land owner in terms of area within the Hamlet Center is the East Marion Fire District, which owns 3.74 acres. This amounts to approximately 56% of the Hamlet Center. c. Vacant Land: There is no vacant land in the East Marion Hamlet Center. d. Public&Ouasi-Public Land: 2 parcels of publicly owned land are located in the Hamlet Center. These parcels covers 3.81 acres or 57% of the Hamlet Center. Public land dominates the Hamlet Center. e. Land Area per Zonina District: Two zoning districts are present in the Hamlet Center; the HB - Hamlet Business zone and the R-40 Single Family Residence zone. The HB zone covers 4.5 acres or 68% of the Hamlet Center. The R-40 zone covers 2.1 acres or 32% of the Hamlet Center 2. Land Use: a. Land Use Distribution: The Existing Land Use Map (Figure EM-6) reveals that there are 9 buildings on 5 parcels of land in the East Marion Hamlet Center supporting one or more land uses. 3 distinct land use categories were recorded in East Marion's Hamlet Center, as follows: • Hamlet Commercial — Those commercial uses typically found within Southold's hamlets, including retail, service, office, restaurants, galleries, automotive uses, warehouses, etc. Page EM-12 TOWN OF SOUTHOLD s .: HAMLET . 31:3.11.30 STUDY i \\ 1A AST MARION 31:3-17 IIwillct Ccutcr 1:3-1 PARCEL ID 31.316 P ' LEGEND: Hamlet Boundary Lot Lines EM-5 1 804 e: N.T.S Southold G1S TOWN OF SOUTHOLD \ IIA" . {,I ill rell8LET I ' VW STUDY Land Use Legend "�y // /`I, Srli L1 Hamlet Commercial Gov't/public MARION Single Family Residence 1lanilet Ccn1cI Agriculture b` LAND., lk 1 � � USE r MAP_ n K°fv °'�.� �, �.°. LEGEND: t JT'. / .w,+I ,� Hamlet Boundary "s, Lot Lines _ k Dam: EM-6 8/04 ^ lb1.¢, "F,! �Y ti '� s •'A�p, spar y: e: N.T.S Source: \ Southold GIS J Town ofSouthoMHamktStudy HamletofF.sstMarion • Sing/e Familk Res/dent/al — Dwelling units, whether located within a detached building or located with a building containing other uses, supporting a "Family." • Public—Government buildings, public utility facilities, libraries, museums. The Hamlet Center's 5 parcels support 8 land uses. 3 parcels support single family residential uses (37%), 2 parcels support public uses (25%), 1 parcel supports a commercial use (the B&B — 12%), 1 parcel supports agricultural use (12%) and one parcel supports a vacant building (12%). Three parcels support two different land uses, and each land use has been recorded separately. TABLE EM-2 EAST MARION HAMLET CENTER EXISTING LAND USE Land Use Number of Land Uses Percentage Hamlet Commercial 1 12% Single Family Residential 2 38% Public 3 26% A ncultural 1 12% Vacant 1 12% 5 100% Chart EM-1 Existing Land Use M Hamlet Comm. MS.F. Residence O Public O Agricu Iture W Vacant b. Vacancies: No parcel within the Hamlet Center is vacant. 3. Building Structure Type &Condition: a. Building Condition: 9 buildings are located in the East Marion Hamlet Center. The exterior of each building was visually inspected and evaluated in terms of the buildings physical condition. The criteria used in evaluating building conditions have been set forth by the US Department of Housing and Urban Development, and are summarized in the Appendix as are the individual property survey forms used to evaluate each building. Page EM-13 TownofSoutholdHamktStudy Ham/etofFastAk on In general, the vast majority (80%) of East Marion's building stock is in "Good" condition. TABLE EM-3 BUILDING CONDITION Condition #of Buildings Percentage Excellent 0 Good 7 78% Fair 2 22% Poor 0 Very Poor 0 Restored 0 9 100% Chart EM-2 Building Condition 4 ®Excellent 3 ■Good ❑Fair 2 ❑Poor 1 ■Very Poor ®Restored 0 b. Building Structural & Exterior Materials East Marion's buildings are wood frame structures, sheathed in either clapboard or shingle. This form of construction reflects the use of the traditional building materials that were on-hand throughout the historical development of the Hamlet Center. The continued use of these traditional building materials reflects the communities adherence to its traditional patterns of development. TABLE EM-4 EXTERIOR BUILDING MATERIAL Material #of Buildings Percentage Clapboard 5 56% Brick 0 Stucco 0 Alum/Vinyl Siding 0 Stone 0 Shingle 4 44% Masonry 0 Other 0 9 100% Page FM-14 Town ofSoutho1d Hamkt Study Hamlet ofFast Marton Chart EM-3 Exterior Building Materials 3 M Clapboard 2.5 ■Brick 2 O Stucco 1.5 iding 1 ■Stone 0.5 ■Shingle 0 ■Masonry TABLE EM-5 BUILDING STRUCTURAL SYSTEM Structural System #of Buildings Percentage Wood Frame 9 100% Masonry Load Bearing 0 0 Steel 0 0 9 100% Chart EM-4 Building Structural System 5 4 3 2 ®Wood Frame ■Masonry ❑Steel 1 0 11 c. Building Heights: 60% of the buildings in the Hamlet Center are one story structures. 40% are two- story structures. TABLE EM-6 NUMBER OF STORIES Number of Stories #of Buildings Percentage 1 5 56% 2 4 44% 3 0 9 100% Page FM-IS Town ofSouthold Haunkt Study Hamiet ofF"Mmion 4. Assessed Valuation &Tax Revenue: Local governments levy their property taxes on the basis of"assessed values", which are a fraction of full or market value. Assessed values are then multiplied by the effective tax rates to obtain the amount of actual taxes owed to each taxing jurisdiction. Assessed value is also a useful indicator of the market value of a parcel or area. d. Assessed Value: The 5 properties in the East Marion Hamlet Center have a combined assessed value of $65,000 (the full value of the parcel split by the Hamlet Center boundary is included). The largest assessed value on a property is $36,100 for the East Marion Fire Department property at 9245 Main Road. The lowest assessed value is $2,700 on a .06 acre parcel owned by the East Marion War Memorial Association at 9165 Main Road, which is the post office. e. Tax Rates: The following tax rates apply to property in the East Marion Hamlet Center: • Suffolk County Tax 24.461 • Town Tax 177.224 • School Tax 273.072 • Library 23.516 • Fire District 64.069 • Solid Waste 15.620 • Wastewater 1.417 • Park District 1.739 581.118 Utilizing the tax rates set forth above, the total tax revenue generated from the Hamlet Center is $37,773 annually. 4. Business Establishments: During the field assessment of each building in the Hamlet Center, all businesses or building tenants that were identifiable by signage or other evident designation, were recorded. Only one business was identified in the Hamlet Center. Retail Service • Quintessentials Bed & Breakfast &Spa Government • East Marion Post Office • East Marion Volunteer Fire Department S. Existing Zoning: East Marion's Hamlet Center is located within the HB and R-40 zoning districts (Figure EM- 7). Page FM-16 S4 • 4 M a Y -11-OWN OF , OI�y } , te HAMLET RZ STUDY 1 �iry 4lagP€as.. MMUON p p Y. MAP ''k xa 0. V�— IVS— Lot Lines ax ,� � tvrw ( aY x � t< w y z , • • Town ofSomIwHHamkt Study Hamlet ofE"Madon The specific use, dimensional, area and bulk regulations of each the district are presented below. a. HB— Hamlet Business District The HB district covers 4.5 acres or 68% of the land area within the Hamlet Center. This district permits a wide variety of uses and allows for significant development density. The purpose of the HB district, as set forth in §100-90 of the Zoning Ordinance is: "To provide for business development in the hamlet central business areas, including retail, olhce and service uses, public and semi public uses, as well as hotel and motel and mu/17-family residential development that w111 support and enhance the retail development and provide a focus for the hamlet." The following uses are permitted in the HB district: Permitted Uses: • One-family detached dwellings • Building, structures and uses operated by the Town of Southold, school districts, park districts and fire districts • Two-Family Dwelling • Boardinghouse and tourist home • Business, professional and governmental offices • Banks and financial institutions • Retail stores • Restaurants • Bakeshops • Personal service stores • Art, antique and auction galleries • Artists' and craftsman's workshops • Auditoriums or meeting halls • Repair shops • Custom workshops • Bus or train stations • Theaters or cinemas • Libraries or museums • Laundromats • Bed & Breakfasts Special Permit Uses: • Private elementary, high schools, colleges or other educational institutions • Nursery schools • Philanthropic, eleemosynary or religious institutions, health care, continuing care and life care facilities • Public utility uses • One accessory apartment • Multiple dwellings &townhouses Page EM-17 0 0 Town ofSoutholdBamkt Study Haudet ofEA&Afmion • Motel &hotel • Apartments above retail stores &offices • Boarding or tourist homes • Fraternal or social institutional offices or meeting halls • Drinking establishments • Public garages • Funeral homes • Flea markets • Takeout&formula food restaurants Accessory Uses: • Customary accessory structure • Home occupation • Boat docking facilities • Garden house, tool house, storage building, playhouse, wading pool, swimming pool, tennis court • Private garage • Off-street parking spaces • Storage of a boat or trailer The following bulk and area regulations apply in the HB district: TABLE EM-7 HB BULK AND AREA REGULATIONS Minimum Lot Area 20,000 sqft Lot Width 60' Lot Depth 100' Front Yard 15' Side Yard 10' Side Yard Both 25' Rear Yard 25' Landscape Area 25% Maximum Lot Coverage 40% Buildin Hei ht 2 stories/35' b. R-40— Residential Low Density District The R-40 districts is one of the most prevalent zoning districts in the Town of Southold. This zone covers 2.1 acres or 32% of the East Marion Hamlet Center. The purpose of the R-40 district, as set forth in §100-30A.1. of the Zoning Ordinance is: To provide areas for residential development where existing neighborhood characteristics, water supply and environmental conditions permit full development densities or approximately one dwelling unit per acre and where open space and agricultural preservation are not predominate objectives. The following uses are permitted in the R-40 district: PWEM-18 Town ofSou&aIdHamktStudy HamletafF"M&don Permitted Uses: • One-family detached dwellings • Agricultural operations • Building, structures and uses operated by the Town of Southold, school districts, park districts and fire districts • Wineries Special Permit Uses: • Two-family dwellings • Places of worship • Private elementary, high schools, colleges or other educational institutions • Nursery schools • Philanthropic, eleemosynary or religious institutions, health care, continuing care and life care facilities • Public utility uses • Beach clubs, tennis clubs, country clubs, gold clubs, public gold courses and annual membership clubs • Cemeteries • Stables and riding academies • One accessory apartment • Bed and breakfast • Historical society • Libraries, museums or art galleries Accessory Uses: • Customary accessory structure • Home occupation • Boat docking facilities • Garden house, tool house, storage building, playhouse, wading pool, swimming pool, tennis court • Private garage • Off-street parking spaces • Storage of a boat or trailer • Horses or domestic animals • Yard sales or similar types of sales • Winery accessory gift shop • Child care The following bulk and area regulations apply in the R-40 district: TABLE EM-8 R-40 BULK AND AREA REGULATIONS Minimum Lot Area 40,000 sqft Lot Width 150' Lot Depth 175' Front Yard 50' Side Yard 15' Side Yard Both 35' Rear Yard 50' PWFM-19 Town ofSoutholdlIndet Study Armukt ofBtetH"Im Livable Floor Area per Dwellin 850 s ft Maximum Lot Coverage 20% Building Height 1 2 1/2 stories/35' 6. Parking: a. Off-Street Parkins: There are no public parking lots in the East Marion Hamlet Center. However, several privately owned parcels provide private off-street parking. A large parking lot, supporting perhaps 75 parking spaces, is located behind the Fire Department. Additionally, the Bed and Breakfast contains approximately 10 parking spaces, and the post office has 3 off-street parking spaces. b. On-Street Parkina: On-street parking in the Hamlet Center is permitted on the south side of Route 25, in front of the Post Office. Beyond this area, no parking and no standing restrictions are posted. 7. Transportation: a. Existina Roadway Characteristics: The roadway network in the Hamlet Center is comprised of a single roadway: • NYS Route 25 (Main Road) — The Main Road is classified as a major arterial roadway and lies within the jurisdiction of the New York State Department of Transportation. The roadway is comprised of two 12' wide traffic lanes, with paved shoulders of variable width ranging from 3' to 10' wide. The pavement is in good condition throughout its length. b. Traffic Control Devices There are no traffic control devices in the East Marion Hamlet Center. S. Existina Utilities a. Water Supply: The East Marion Hamlet Center relies exclusively on ground water for its potable water supply. This water is supplied via private wells. The Suffolk County Water Authority does not serve the Hamlet Center. b. Sanitary Sewage: Public sewers are not available in the East Marion Hamlet Center. All sanitary sewage disposal takes place through the use of individual on-site septic systems. PWFM-20 Town ofSouthok'Hamkt Study Hkdet ofF"Marion C. Electricity: The Hamlet Center is supplied with electricity from the Long Island Power Authority. Power lines are suspended along utility poles located within the Route 25 right-of way. There are no underground power lines in the East Marion Hamlet Center. d. Natural Gas: A natural gas line, owned by LIPA, is located along Route 25. Most properties are not connected to the line, and a current moratorium on new connections is presently in place by LIPA. e. Solid Waste: Southold's transfer station on Route 48 primarily handles residential municipal solid waste. Most of the commercial solid waste, including most of the Hamlet Center's solid waste is collected by private carters and disposed of at disposal facilities outside of Southold. 9. Historic Resources The East Marion Hamlet Center does not support any historic resources. 10. Hamlet Data Table Table EM-9 presents specific data for each parcel within the Hamlet Center. This data was compiled from the Town of Southold GIS. Page EM-21 i Hamlet TAX PARCEL OWNER. OWNER OWNER PROP- LAND ACRES ZONE ASSESSE BLDG EXTERIOR STRUCTURAL STORIES # TENANTS MAP# ADDRESS SHIP ADDRESS ERTY USE D VALUE COND. MATERIAL SYSTEM PARKIN STATUS CLASS O SPACE S EAST MARION East 1.-3- 9245 Main Rd Public East Marion Po Box 131 662 Fire 3.74 R-40 36100 Bldg 1 Bldg 1 Bldg 1 Wood Bldg 1 - -75 East Marion Volunteer Marion 11.30 Fire District East Marion NY Dept./S.F Good Clapboard Frame 1 Fire Dept. 11939 .Res. Bldg 2 Bldg 2 Bldg 2 Wood Bldg 2- Bldg 2-4 bay garage Good Clapboard Frame 1 Bldg 3 -SF Res.On FD Bldg 3 Bldg 3 Bldg 3 Wood Bldg 3- parcel Fair I Shingle Frame 2 East 31.-3-17 S995 Main Rd Private Daley Sylvia 175 Eastern 210 SF Res/ 0.75 HIS 7500 Good Clapboard Wood Frame 2 -10 Ouintessentials B&B& Marion Parkway B&B Spa Brooklyn NY 11238 East 31:3-18 9165 Main Rd Public ast Marion Po Box 136 312 Post 0.06 HB 2700 Good Shingle Wood Frame 1 3 East Marion Post Office Marion Nar Memorial East Marion NY Office ssoc. 11939 East 31.-3-12 8875 Main Rd Private ortsolakis 7901 Ridge Blvd 240 Agricultur 2.00 R-40 14200 Bldg 1 Bldg 1 Bldg 1 Wood Bldg 11- - Marion 3eorge&Ors Brooklyn,NY at (19.5 Good Shingle Frame 2 11209 total) Bldg 2 Bldg 2 Bldg 2 Wood Bldg 2- Good Shingle Frame 1 East 1:3-16 955 Main Rd Private tngel O Box 124 481 Vacant 0.12 R-40 4500 Good Shingle Wood Frame 2 - Vacant Marion lorence East Marion,NY 11939 0 Semon, Bruno To: PB Mem all staff Subject: EM Cell Tower-EM Firehouse Hello, 65t�/y SrQs� SJz� Please be advised that on Monday 2/13/06 between 9:30am-12:30pm a visual presentation will be done at the site. It appears that a crane will be utilized to simulate the proposed tower. Victor and I will get out to the site and take some pictures with my Fire Department Digital Camera. I will burn a CD at home of the pictures and have them for the Planning Departments file. Amy indicated she will be out of the office and unavailable for the site visit. If any body has any additional requests or would like to meet at the site, please contact me before Monday at 8:30am. Thanks Bruno t Semon, Bruno To: Cc: Corcoran iera Terry, Mark ,Subject: East Marion Fire District Telecom SP Hello, For my follow up of the work session question below on the EM FD Telecom site plan. Is it legal for the EM FD to approve fire access and well requirements on the site plan for the property they operate out of? I spoke to Kieran Corcoran today about this and was told this appears to be no problem. Please advise me if any other questions exist. Thanks Bruno i • i P.O. Box 1179 54375 Route 25—Town Hall Annex Southold Town Southold, NY 11971 Phone: (631) 765-1938 Planning Board Fax: (631) 765-3136 MWRAA To: Ryan Dassau From: Amy Thiel/Carol Fax: 516/487-6539 Pages: 6 including cover Plane: Date: 9/12/07 Re: Cingular/E.M. F.D. CC: Urgent For Review Please Comment Please Reply As Requested Following, please find the resolution approved 9/10/07. If you have any questions, please call our office. l I ( • • MAILING ADDRESS: PLANNING BOARD MEMBERS �QF soor P.O. Box 1179 JERILYN B.WOODHOUSE O� y0l Southold, NY 11971 Chair Q OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR G Q 54375 State Route 25 GEORGE D. SOLOMON 'N`O RS (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSENDliyCow, Southold, NY 11, Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significance September 10, 2007 This amends the previously issued Negative Declaration dated September 11, 2006 to revise the project description as per the Southold Town Zoning Board of Appeals decisions, #5972 and #5826. This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as lead agency, has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: Proposed Site Plan for the East Marion FD Telecom SCTM#: 1000-31-3-11.31 Location: On the n/s/o NYS Route 25 approximately 494'w/o Stars Road known as 9245 State Route 25, East Marion SEQR Status: Type I ( ) Unlisted (X) Conditioned Negative Declaration: Yes ( ) No (X) Description of Action: This site plan is for the co-location of Cingular at 107' height, on an approved neutral blue/gray 110' communications unipole tower with fire/police emergency communication mounted on a cross bar at 30' and includes a 16' x 22' enclosure with a 6' high fence on a 3.0583-acre split-zoned parcel in the R-40 & HB Zones located on the n/s/o NYS Route 25, approximately 494' w/o Stars Road, in East Marion. SCTM#1000-31-3-11.31 Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed and it was determined that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. J{ 1 • • SEQR Negative Declaration Page Two September 10, 2007 No major change in the use of either the quantity or type of energy will occur. No known creation of a hazard to human health is expected to occur. The proposed action will not cause a substantial change in the use, or intensity of use, of land including agricultural, open space or recreational resources, or in its capacity to support existing uses. No substantial adverse change in existing air quality, ground or surface water quality or quantity, traffic or noise levels, no substantial increase in solid waste production, potential of erosion, flooding, leaching or drainage problems will occur as a result of this action. The property is zoned Hamlet Business (HB) and R-40 (Residential) and does not contain significant vegetation. No significant removal or destruction of large quantities of vegetation or fauna, no substantial interference with the movement of any resident or migratory fish or wildlife species, no significant impacts on a significant habitat area, no substantial adverse impacts on a threatened or endangered species of animal or plant or the habitat of such a species, and no other significant adverse impacts to natural resources will occur. The proposed action will not impair the character or quality of important historical, archaeological, architectural, or aesthetic resources or of existing community or neighborhood character. The proposed action is not in material conflict with a community's current plans or goals as officially approved or adopted. On August 24, 2006, the Suffolk County Department of Planning responded that as an interested agency they"have no objection to the Town of Southold assuming Lead Agency". Based upon such, no significant adverse impacts to the environment are expected to occur should the project be implemented as planned. There has not been any correspondence received from the Southold Town Zoning Board of Appeals, Southold Town Building Department, Southold Town Board, Southold Town Engineer or New York State Department of Transportation in the allotted time. Therefore, it is assumed that there are no comments or objections from these agencies. For Further Information: Contact Person: Amy Thiel, Senior Planner Address: Southold Town Planning Board Telephone Number: 631.765.1938 Cc: Southold Town Zoning Board of Appeals Suffolk County Planning Department Southold Town Building Department File Southold Town Engineer 0 • Southold Town Tree Committee Southold, New York 11971 September 7;,2007 Planning Board Office Aft: Ammy Thiel, Senior Planner Re: Proposed Site Plan for East Marion FD Telekom 9245 State Route 25, East Marion SCTM # 1000-31-3-11.31 In reference to the above site, the Tree committee at our August 29' 2007 meeting met and reviewed your information and photos. It is our conclusion there is no need for additional Trees on or near the road front of this property. If there is any other concerns please contact my office # 631 734-7923 Cich7an ljai n 0a Ciccz — Southold Town Tree Committee 0 • ®� RESOLUTION 2007-636 ADOPTED DOC ID: 3054 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2007-636 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON JULY 31, 2007: WHEREAS there was presented to the Town Board of the Town of Southold, Suffolk County, New York, on the 19th day of June, 2007, a Local Law entitled, "Temporary Moratorium on the Processing Review of and making Decisions on applications for Buildin¢Permits, Site Plans and Special Exception Use Permits for Wireless Communication Facilities in the Town of Southold"; and WHEREAS the Town Board of the Town of Southold held a public hearing on the aforesaid Local Law on July 17, 2007, at which time all interested persons were given an opportunity to be heard, now therefore be it RESOLVED that the Town Board of the Town of Southold hereby ENACTS the proposed Local Law entitled, "Temporary Moratorium on the Processing, Review of, and making Decisions on applications for Building Permits, Site Plans and Special Exception Use Permits for Wireless Communication Facilities in the Town of Southold" reads as follows: LOCAL LAW NO. 16 of 2007 Temporary Moratorium on the Processing, Review of, and making Decisions on applications for Building Permits, Site Plans and Special Exception Use Permits for Wireless Communication Facilities in the Town of Southold. BE IT ENACTED BY the Town Board of the Town of Southold as follows: Section 1. PURPOSE AND INTENT The Town Board is considering the important implications of the recent proliferation of wireless communication facilities projects within the Town, including already constructed cell towers, towers currently under Town review and proposed cell tower projects. The Town Board believes that a haphazard, piecemeal approach to the proliferation of such towers could be detrimental to the character of the Town, including its active farmland, open spaces, scenic byways and vistas, all of which the Town has expended substantial resources to preserve, cultivate and maintain. The Town Board recognizes that the existing Zoning Code is inadequate to deal with the inherent conflict between the need for cell towers, for emergency and other communication purposes, and the Town's other planning goals. The size and scale of the Town, the scale of its agricultural and rural history, and the long-range goals of the Town (as set forth in the recently adopted Hamlet Study and other past planning studies) dictate that wireless communication facilities should be placed in a strategic manner so as to coexist as peacefully as possible with the Town's historical, agricultural and rural culture. Regulations on the size, location and appearance of wireless communication facilities are necessary to address the problems these structures create. Resolution 2007-636 • BAd Meeting of July 31, 2007 It is critical that the issues be handled in a comprehensive manner, crucial legislative decisions made and those decisions implemented. The Town is establishing a Wireless Communication Facility Task Force to work with the Planning Board, Planning Department and the Town Attorney to review the locations, size and appearance of cell towers, to update and create new legislation that will comprehensively meet the long-range goals of the Town. The Town Board finds that it is reasonable and in the public interest to temporarily suspend the application process for wireless communication facilities so that it has adequate time to examine, assess and address these uses that would otherwise be detrimental to the community. For the reasons stated above and to permit the Town Board to decide on and enact needed legislation,this moratorium is necessary. Section 2. ENACTMENT OF TEMPORARY MORATORIUM For a period of One Hundred Eighty (180) Days following the effective date of this Local Law after which date this Local Law shall lapse and be without further force and effect and subject to any other Local Law adopted by the Town Board during the One Hundred Eighty (180)Day period: 1) the Planning Board shall not accept for review, continue review,hold a hearing or make any decision upon any application for a site plan containing a WIRELESS COMMUNICATION FACILITY, whether submitted prior to or after the effective date of this law, and shall not be subject to the time periods specified in Town Law §274-a and Article XXV of the Southold Town Code, including without limitation, provisions relating to the processing, reviewing, holding of hearings and the rendering of decisions. The statutory and locally- enacted time periods for processing and making decisions on all aspects of said site plan applications are suspended and stayed while this Local Law is in effect. All terms used in this Local Law are as defined in §280-4 of the Code of the Town of Southold. 2) The Zoning Board of Appeals shall not accept for review, continue review, hold a hearing on, continue a hearing or make any decision upon any application for a special exception use permit containing a WIRELESS COMMUNICATION FACILITY, whether submitted prior to or after the effective date of this law, and shall not be subject to the time,periods specified in Town Law §274-b and Chapter 280 of the Southold Town Code, including without limitation, provisions relating to the processing, reviewing, holding of hearings and the rendering of decisions. The statutory and locally-enacted time periods for processing and making decisions on all aspects of said special exception use permits are suspended and stayed while this Local Law is in effect. All terms used in this Local Law are as defined in §280-4 of the Code of the Town of Southold. 3) The Building Inspector shall not accept for review, continue review or make any determination upon any application for a building permit proposing a WIRELESS COMMUNICATION FACILITY, whether submitted prior to or after the effective date of this law, and shall not be subject to the time periods specified in Town Law §274-a, Chapter 280 and Article XXV of the Southold Town Code, including without limitation, provisions relating to the processing, reviewing and the rendering of determinations. The statutory and locally- enacted time periods for processing and making determinations on all aspects of said building permit applications are suspended and stayed while this Local Updated: 7/31/2007 2:47 PM by Lynda Bohn Page 2 Resolution 2007-636 • Bo•Meeting of July 31, 2007 Law is in effect. All terms used in this Local Law are as defined in §280-4 of the Code of the Town of Southold. Section 3. APPLICATION This Local Law shall apply to ALL [new or pending] applications for site plans or special exception use permits for WIRELESS COMMUNICATION FACILITIES in the Town of Southold. Section 4. EXCLUSIONS This Local Law shall not apply to: I) Site plans for which final or conditional final approval was granted by the Planning Board prior to the effective date of this Local Law. 2) Applications for co-location of wireless telecommunication facilities inside a permitted tower,with no component parts visible from the exterior. Section 5. CONFLICT WITH STATE STATUTES AND AUTHORITY TO SUPERSEDE To the extent that any provisions of this Local Law are in conflict with or are construed as inconsistent with the provisions of New York State Town Law, this Local Law supersedes, amends and takes precedence over NYS Town Law pursuant to the Town's municipal home rule powers, pursuant to Municipal Home Rule Law §10(1)(ii)(d)(3); §10(1)(ii)(a)(14) and §22 to supersede any inconsistent authority. In particular, to the extent and degree any provisions of this Local Law are construed as being inconsistent with the provisions of Town Law §274-a, §274-b and the provisions and requirements set forth in Chapter 280 of the Southold Town Code, which require that the Planning Board or Zoning Board of Appeals process,review,hold hearings on, and act upon applications for site plans and special exception use permits within specified time periods,this Local Law suspends and stays the running of time periods for processing,review, holding hearings on, making decisions, and taking action on such applications provided for in those laws and is intended to supersede and amend any said inconsistent authority. Section 6. APPEAL PROCEDURES a. The Town Board shall have the authority to vary or waive the application of any provision of this Local Law if, in its legislative discretion, upon its determination,the variance or waiver is required to alleviate an extraordinary hardship affecting a parcel of property. To grant such request, the Town Board must find that a variance or waiver will not adversely affect the purpose of this Local Law, the health, safety or welfare of the Town of Southold, or any comprehensive planning efforts being undertaken in the Town. The Town Board shall take into account the existing land use in the immediate vicinity of the property, the range of business opportunities in the vicinity of the property and the surrounding hamlet, the rural, cultural, historic and business character of the hamlet, and the impact of the variance or waiver on the open and recreational space, and transportation infrastructure of the Town. The application must comply with all other applicable provisions of the Southold Town Code. b. Any request for a variance or waiver shall be filed with the Town Clerk and shall include a fee of two hundred fifty($250.00) dollars for the processing of such application, along with copies of the site development plan and any related information required in accordance with the procedures set forth in Chapter 280 of the Southold Town Code. C. All such applications shall, within five (5) days of filing with the Town Clerk be referred to the Planning Board, which shall have ten (10) days following receipt to make a Updated: 7/31/2007 2:47 PM by Lynda Bohn Page 3 Resolution 2007-636 • Board Meeting of July 31, 2007 recommendation to approve or disapprove a variance or waiver of this Local Law. The application and recommendation shall be transmitted to the Town Board. The Town Board may conduct a public hearing and make a final decision on the application, with or without conditions. Final approval is reserved to the absolute legislative discretion of the Town Board Section 7. SEVERABILITY If any clause, sentence, paragraph, section, or part of this Local Law shall be adjudged by any court of competent jurisdiction to be invalid, the judgment shall not affect the validity of this law as a whole or any part thereof other than the part so decided to be unconstitutional or invalid. Section 8. EFFECTIVE DATE This Local Law shall take effect immediately upon filing with the Secretary of State as provided by law. ]]✓✓�� ������� Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: William P. Edwards, Councilman SECONDER:Albert Krupski Jr., Councilman AYES: Krupski Jr., Edwards, Ross, Evans, Russell ABSTAIN: Thomas H. Wickham Updated: 7/31/2007 2:47 PM by Lynda Bohn Page 4 • ! S MUNI.EY9 MEADE� NIELSEN & RE ATTORN S AT LAW ,y REPLY TO: ❑ REPLY TO: LJ/ 160 MIDDLE NECE ROAR 36 NORTx NEw YORE AVEm GRP NEcE, NEw YoxR 11021 NEw YORE 11743 (516) 487-6500 (631) 425-4100 TEI.ECOPIER TELECOPIER (516) 487-6530 (631)425-4104 September 6, 2007 M VIA UPS NEXT DAY AIR Jerilyn B. Woodhouse, Chairperson `1 And Members of the Town of Southold Planning Board Southold Town Hall Annex 54375 Main Road(State Route 25) ! 1 Southold, New York 11971 RE: Public Hearing—September 10, 2007 zi't Application of New Cingular Wireless PCS, LLC For Site Plan Approval E..... Proposed Public Utility Wireless Telecommunications Facility Premises: East Marion Fire District 9245 Main Road East Marion,New York District 1000 Section 31.00.Block 03.00, Lot 011.031 Dear Chairperson Woodhouse and Board Members: On behalf of our client New Cingular Wireless PCS, LLC, we enclose, herewith, the completed and executed "Affidavit of Service Notice" for the captioned Public Hearing, together with: 1) Copy of Public Hearing Notice and one (1) copy of the site plan included with our Notice mailing; 2) Certified Mail Receipts; 3) Green Return Receipt Cards, received by our office as of this date, from Artemis & Despina Lekakis, East Marion War Memorial Association, Eastern Breezes Real Estate LLC, Jacqueline Rogers and Cheryl L. Bondarchuk; and 4) List of names and addresses of owner's of property abutting and across the street from the premises and tax map indicating related lots, as provided by the Southold Tax Assessor's Office. Also enclosed is the completed and executed"Affidavit of Posting" for the captioned Public Hearing. Thanking you for your courtesies, we remain Very truly yours, MUNLEY, MEADE, NIELSEN&RE By: Lawre+ic&C. ter Lawrence C. Re LCR:db Enclosures AFFIDAVIT OF PAWTING SERVING NOTICE have sent notices by certified mail in connection with This is to serve notice that bp*X%6XW*ji iiQ the property known as East Marion Fire District. by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on September 10, 2007. 1 have sent notices, by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on August 31, 2007 Christine Pepperman Your Name (print) Signature c/o Munley, Mea sen & Re 36 ew York Avenue, Huntington, NY 11743 Address ` s. August 31 2004 ��` �4 Date �� SEP - 7 Notary Public Sworn to before Lws" _day of August, 2007ydq PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri., 9/7/07 Re: Proposed Site Plan for New Cingular Wireless PCS LLC/East Marion Fire Department SCTM#s: 1000-31-3-11.31 Date of Hearing: Monday, September 10, 2007, 6:10 p.m. AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as East Marion Fire District by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on September 10, 2007 1 have sent notices, by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on N/A - See Separate Applicable Affidavit of Serving Notice. Bailey C. Larkin Your Name (print) Signature c/o Munley, Meade, Nielsen & Re, 36 North New York Avenue, Huntington, NY 11743 Address August 31, 2007 Date Notary Public Sworn to before me this >e�erarw°�wwxra day of ust 2007 Maaomesoo+s.wrq�� PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon. Fri., 9/7/07 Re: Proposed Site Plan for New Cingular Wireless PCS LLC/East Marion Fire Department SCTM#s: 1000-31-3-11.31 Date of Hearing: Monday, September 10, 2007, 6:10 p.m. Southold Town Plannina Board Notice to Adjacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for a site plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-31-3-11.31; 3. That the property which is the subject of this application is located in the R-40 & HB Zoning Districts; 4. That the application is for the co-location of Cingular Wireless at 107' height, on an approved neutral blue/gray 110' communications unipole tower with fire/police emergency communication mounted on a cross bar at 30' and includes a 16' x 22' enclosure with a 6' high fence on a 3.0583-acre split-zoned parcel located on the n/s/o NYS Route 25, approximately 494' w/o Stars Road, in East Marion; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. 2nd FI., North Fork Bank) Or, if you have any questions, you can call the Planning Board Office at (631)765-1938; 6. That a public hearing will be held on the matter by the Planning Board on Monday, Sept. 10. 2007 at 6.10 P.m. in the Meetina Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least j five days prior to the date of such hearing in the Suffolk Times, published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: New Cingular Wireless PCS, LLC/East Marion Fire Department Date: 8/24/07 I \ANTHONY LEKAKIS � � USE: RESIDENTIAL VACNAT LAND 1\ I ZONED: R-40 \ N/F CHERYL L. BONDARCHUK USE: RESIDENTIAL - 1 FAMILY RESIDENCE . Z03 1 ZONED: R-40 a_ S� 1 Iy EXISTING 1 CONC. SLAB \T5% 1� 1t LOT 1 �' �, Ni PROPOSED 15'X22• WA O \ \j 4 WHITE SWAN EMLL ZO2 WITH 110 NEPOLB °"� ', USE: 1 FAMILY 2' IN NEUTRAL BLUE/ \ RESIDENCE \1 `y GRAY COLOR }41N/F ,` ZONED: R-40 �\ `\s \gfiEASTERN Bi \ v. * ,. R.E. `'u• \ 136 ` USE: i FAMILY i'n` \ BUILDING 4 5 N RESIDENCE n 'y toZONED: R-40 N/F It GEATRAKIS O GEORGE PROPOSED ACCESS THROUGk KORTSLAKIS ` \EXISTING ENTRANCE AND `` 1 USE: RURAL RESIDENTIAL ARKING 1 P-, AREA ` ZONED: R-40 )\ � SYLVIA MF DALEYIXISIING USE: 1 FAMILY RESIDENCE ,Yg6S Fill SE yc ZONED: R-40 S 65'40'00' W � ♦"�k�. 5 NOTE: METES AND BOUNDS ARE TAK 19.38' 4?°° i FROM A SURVEY PERFORMED BY PECONIC SURVEYORS PC, LICENSED Wtiy . LAND SURVEYOR. N/F EXISTING E.M. WAR MEMORIAL ASSOC. UTILITY POLL USE: RESIDENCE ZONED: HB SITE PLAN srwlE; I ea• o w' mo' SITE LEGEND 2 'CALLED NORTH --- PROPERTY LINE 7 w v —*--><----x—x— FENCE LINE .E ELECTRIC SERVICE --T TELEPHONE SERVICE PROPOSED CONTOUR 5o EXISTING CONTOUR e ng I n I ni nl g"� EAST MARION NEW '0°.W. 1.1 elw. �•v SITE NO. LI-1017 �E „z cinai Mawr, rvr ROz 9245 MAIN ROAD amce (me) eso—we° EAST MARION.NIY 119x9 SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Slg re item 4 if Restricted Delivery Is desired. X 13Agent ■ Print your name and address on the reverse ❑Addressee sthat we can return the card to you. f2.M.�I C nI�N� _. ■ Attach this card to the back of the mailplece, or on the front if space permits. 1. Article Addressed to: D. SENDER: COMPLETE THIS SECTIONIR.7M/JIi/!I://.kYYN/(OJOITO)tlllptle.• ■ Coe Items 1,2,and 3.Also complete A. f elm.4 if Restdcted Delivery is desired. Jacqueline Rogers • Print your name and address on the reverse X 9 g so that we can return the card to you. "Arid" Revocable Trust ■ Attach this card to the back of the mailpiece, ved by( N ) of Del 1500 Brecknock Road, Apt. 112 3 or on the front if space permits. ✓ ,91 Greenport, NY 1 1944-3129 1. Article Addressed to: D. delivery address dlrhxant from 1? 0 WV 1> If YES,enter delivery address 0 No 4- Sylvia M. Daley 2. Artl P.O. Box 574 Rre East Marion,NY 11939 3. Service Type PS Fc !/ Iftedified Mall ❑Express Mail ❑Registered 13 Return Receipt for Memhan• 0 Insured Mall 0 C.O.D. Eastern Breezes Real Estate LLC e 4. Restdk:ted Delivery?(Exna Fee) ❑vee P.O. BOX 1103 2. Article Number 7001 p360 0000 854 2290 Southold, NY 11971 3. (rrrmsfarlromservoa/abe� — I L PS Form 3811,February 2004 Domestic Return Receipt 102591 4 R Earnest Baxter _ - 2. Article Number c/o Alliance Mortgage Company Mrrnsrerfromservicefsy, 7001 0360 0000 8 Attention: Tax Department PS Form 3811,February 2004 8100 Nations Way 3 d mid Mall p Domestic Return Rer gess Mall '. Article Addreseeo n. Jacksonville, FL 32256 E3 Registered t7 Return Recall for Merehan ❑Insured Mall ❑C.O.D. East Marion War Memorial 4. Restricted Delivery?[Exna Fee) Association t; 2. Article Number Y�_ (rmmlerr/omservceiabo 7001 0360 000 8541 2320 P.O. Box 313 3. S PS Form 3811, February 2004 Domestic Return Receipt East Marion,NY 11939 102595-02-M- E ■ Complete Items 1,2,and 3.Also complete A. Signature I Item 4 if Restricted Delivery is desired. X. 4. 1 ■ Print your name and address on the reverse p Addres so that we can return the card to you. B. ceWed (panted Name C. Date of Deliv 2. Article Number 0 0 0 J • Attach this card to the back of the mailpiece, (;h=rer from wmlw lad 7001 0360 or on the front K space permits. t^J �- PS Forth 3811,February 2 04 Domestic Return R. 1. Article Addressed to: D. Is deliveryaddress dMerent from Item t? �❑Yes, _ "YES,enter delhrery address below: U44 ° Artemis &Despina Lekakis Cheryl L. Bondarchuk 1152 E. 8th Street 350 Oak Court Brooklyn,NY 11230 3. East Marion, NY 11939 3• Service Type Certified Mall ❑Drpress Mall 13 Registered t7 Return Reoslpt for Merchand E3 Insured Mall 0 C.O.D. 4. 4. Restricted Delivery?(Exna Fee) 0 Yes j 2. Article Number 7001 0360 Or 2• Article Number - (rransferfrom,wmicelabeQ - - (/iansrerfiom"Nice abep 7001 036❑ 0000 8541 2269 PS Form 3811, February 2004 Domestic Retum R PS Form 3811,February 2004 Domestic eturn Receipt - .,,,. .... U.S. Postal Service CERTIFIED MAIL RECEIPT (Domestic Mail Cloly: o insurance Coverage Provided) MMM ru I A L U S7E Postage $ 7 CD Caroled Fee Qu�PI °o� 0 RetumAeceipt Fes Here 0 (Entlorsamant Required) 0 Restricted Delivery Fee 0 (Endorsement Required) r3 Total Postage&Fees m Sent TO East marion War M151101 at 0 ------------•----...._.f�fi6pP,ia ---_.,_------------------- o or PO Box No. P.O. Box 313 C3 ----------------------- __—__.......... _ ._.. M1 city,Stere,ZIPa 4 East Marion, 11939 :rr rr O , m Sent To ......................._. Sylvia M. Daley Street,Apt.N. P.O. Box 574 '•11 21 A " 0 o/PO Box No. , � I NEI N- ._ ._.... o Clty,Sfete,ZIPt 4 Easf M1 v SentTo Eastern Bree(es ReaVgstate LLC m t --....- M1 _Ti-TT tf•• •f_ tf7 .._......._-- __- sneer,apt.No.; r.V.•DOX IIVJ------...._� 1 C3 or PO Box No. r��r Postage $ 0 i 974 ......-----•__•---------. rl 9 o ary,were,nP+4 s 6 ZCy01 M1 Rr1 Certified Fee :rr gloom I CID ` ' 'Posvnerk ' Return Receipt Fee Here MSent TO 0 (Endorsement Required) 0 0 •• x S ' $�C1C. ___,�•,.— ••-�.... 0 Restricted Delivery Fee .................... Srraeq APR No.. O (Endorsement ReZq 1 0 or PO Box Na. 679 Fifth Avenue — _ i 0 Total Postage&Fees $ cirysrei;7ii6+"+BiooTciyn, - ° sentro r r o Revocable Trust ---- - A - N-------_-.-----------.—__-_. __.... i m sentro srreeR apt. a;1500 Brecknock Road, Apt. 112 0 C3 or PO Bax No. �r�.. ----------'-• O Clty,Srete,ZlPrW+e'erl�t�t, - 3129 o Srreer, o/PO Baur cQak Court ntam&mr&m x tlq� ourM1 i 0 ............. .... .. -...__..---.....—.-.......---.. :r M1 C3 (Endorsement Required) _ • a • a 0 Total Postage& i 0 Total Postage&Fees , V , m SeOt To c/o Alliance Mortgage Company n o I m Sent TO Artemis&Despina,Lekakis Street,Apt.No.;:aitlL'fftrolr:--'aX- --- ! C3 or PO Box No. street......- $2�•-8t� :r:, .._...... osneer Apr orad Nemo) C. a C3 cit,state,ZIP.of POBoxBmklyn,NY 11230 ) M1 y Jacksonville F1#32256 citySian,nvi ........... - - > fiorrl Item 1? • 1.7101'm r r �: Bli�iaRR.Rrr r` — • on�ons or below: -g - - 9 :3 Senrro Louise Crandel Street,Apt.No.;27 Vestry Street George Geatrakis tv. LTi �T7 0 or PO Box No. h M1 city,"stte;zid:" tet-York id X9043 _._—_. 679 Fifth Avenue Brooklyn,NY 11215-6310 3. Sery I Cert F �rese Mall 0 nos em mequeeo) O Registered .0 Return Recelpt rat o Total Postage&Feu $ e2 O Insured Mall ❑C.O.D. .-0 a. Restdoted Delivery?Pft Fee) mo sand ro White Swan EM LLC 2. Article Number ..............-.....2-Fd t[a*ftad....._.--..............._------,. 7001 0360 0000 8541 2276 StrPOBox.Na.; (rlansrer horn SBNIce lebe$ C3 or PO Box No. -_� ..._-. 0 Clty,Srare,ZIPt 4 17 R 7R A .......... PS Form 3811,February 2004 Domestic Return Receipt tc M1 r r New Cingular Wireless PC*LC • Application to the Town of Southold Planning Board Premises: East Marion Fire District, 9245 East Marion,NY Tax Map No. 1000-31-3-11.31 List of Owner's of Property Abutting and Across the Street from the Premises, Pursuant to Town of Southold Planning Board and Southold Tax Assessor's Office Records of 8/07 SCTM# Physical Address Owner Mailing Address 31-3-11.10 335 Oak Court Artemis &Despina Lekakis East Marion, NY 11939 1152 E. 8th Street Brooklyn, NY 11230 31-3-11.11 350 Oak Court Cheryl L. Bondarchuk East Marion, NY 11939 350 Oak Court East Marion, NY 11939 31-3-12 8875 Route 25 George Geatrakis East Marion, NY 11939 679 Fifth Avenue Brook] ,NY 11215-6310 31-3-11.32 9395 Route 25 Eastern Breezes Real Estate (Also listed as 54795 Rte. LLC 25, East Marion, NY P.O. Box 1103 11939) Southold, NY 11971 31-3-17 8985 Route 25 Sylvia M. Daley East Marion, NY 11939 P.O. Box 574 E. Marion, NY 11939 31-3-18 9165 Route 25 East Marion War Memorial East Marion, NY 11939 Association P.O. Box 313 East Marion,NY 11939 31-3-20 9495 Route 25 White Swan EM LLC East Marion,NY 11939 2 Richard Road Selden, NY 11784 31-8-2 9000 Route 25 Louise Crandall East Marion,NY 11939 27 Vestry Street New York, NY 10013 sw 31-8-3 9100 Route 25 Earnest Baxter East Marion,NY 11939 c/o Alliance Mortgage Company Attention: Tax Department 8100 Nations Way, Jacksonville, FL 32256 31-8-4 9220 Route 25 Jacqueline Rogers East Marion,NY 11939 Revocable Trust 1500 Brecknock Road Apartment 112 Greenport, NY 11944-3129 evislons o6-HI-9 II-Oi=9fi \ IMTPHAR 12-09-96 ♦A(a \z9" SEE SE4 N0.022 r ARL w.s¢sxc w. y, 01-15-9 sxx s6c.w.ozx ' , G0. + 1 \ ux-m-aLe.a SEE SEC.W.023 LINE 06-OS-9 F uri MTN LINE )6O MATCH ONE MATCH Oe-19-9 " 11.30 m 0910-9 i')s1oo ; mini C� I1N 1 �n FONFU.N0yWTI oNELA 01229 SEE:MC.M. I...O 2-06-9 OY-03-N8.22 01-21-9 a )9•pJ `r m 1 {, 1 , b•S\ J6 [l O 1P 0e-2i-9 00001-0]-0 )yP sbuplnx rauxctt JP9`f W �9d' 11/A c, A'C€�v 'TLH + l \ y )0P)6 pg P \9)• ¢PEry s">'6t6[1 L3TiA Y 13 2-0e ILLS A. 14.3M IE) 5' 60 9-05.0 \ I 1.lAlcf �P\J a> y s f 11 0900 h + a[e A0 1.16 1131 J 1 _ - P Txm m \ 0 55 P 01-2601 >• u.n us t 9 1hJ � ) 03-20-01 ^' 000O6- 5-0a fPg_t„ C1N0z)t3pixU,1°6AtP m 22^ Zw32t0 , ]t 2321 3J 1.1O.A15 2! .SA LId 3 J A i 22-0 209-0 J-120 5 h1P Q S' )3 9 b os-22-O § w6c+P9c>' z9 „, MAIN 10-290] 06-21-0 06-]0�0 10.3 � m Y1 2 x J 6 )9P4 oeO3ro ° xt BM41 41•U ")z 1A. « 10-22-01 10.1 im ° 1l 9 c�y`°W wg ]2 'iJ �9 5.1 y)P (po 2'54 Q. 11.2201 g_ O U.B9 JB. B.UaI 1 •4.2 f? )4 6-1i-0 ,9Pd 101 SUFFOLK=NTY P�Q I ))1) IyOP `M1>51i apt.y TSP\J 2dP 5 O g1) u HATER AUTHORITY i h f''y '! g Hz 11 a $ 4.3 lov 3.21 m L 41 a PS � Lf 0lA y p' lL' 32.5 12 S. 151 46aP\L 3 11.52 1.0A Y A 7.2 • • 31A SEE SEE 530.0 . 030-0I411 � d)B,• '� 1� � N'ro � )ti Lz S ,l > 3ro ,bQF>a ti' s E+sT uwm[E'¢rEerx a 4 Y1Plc1 YOIR +' •,• L b i E ro - $'Y t„):•H pie} 1 / , A > ._Y 14 i L2A� •'s c y > s 9�' h 4• ta6N OF SOMTRaO L zn >> 1 �e a.. '1b i )o B>P �uHarw,vrn wm ro •r+� )h Y!r e 1 ) 1IS � . „ s N ., . .� � 9P• a, MARION LAKE a / SB P 5.6 t1t s°`QO' l�. e 1 '+.3 e> ': H '• S yN a rl s s'n z 19.B41c1 � 1 A /.\ +If , z1.. 't S bN )1s u ^• ..by ,.r. wP c 2 �O� A b 'n� 2r m � zA+' 1 �@ 1H a 5� ° •chi � x{.#sa'b � ' '7 $ )A 'i I $.10 w n M1b �� 'i y� } N 1�11' b '�L� Y)p A,f 1'ro 1 d / ° r g Q•A A . b 21 ) "9 M144` > A90 N N a P I f 5.9 1924+ 2^ y P 9 aS'OP 9 by C)� i.9A e t y ` M1y Y I 'M1+ �S y ' y Sb N,. O ) \ m' z h Y 3 )s IE r ry!n INSERT A SCALE 1'=100' MARION LAKEPB' g:✓ 9t +y *' 0 1) $ )as. 9 (b�a 6R AlE1 i )2 S 4 b Q Ta6n OF sWTNRO L a P F P' P °)r - a t y i.w2--N- 2E.6 1 a F 1V °P1 P ' t s b ACI 2 h . - O 6 A , 3 a x , a gM1 ) 0 8.6A 1.3A M1bPo 90 yz' 12 ll 1, ro 'r�3 1' 3 ♦ nQ�� -__ '.. .'a• a COUNTY OF wEFOUF .A >, fsi� „ IS o «� M1 >+ •0.�, f} ) All,avxxrvT kc.Til L 1 , /y ;v`e9 s tr >f 1 6 a• 291 l � � /^ 3.2A RE, sIF"I R, �w 13112 111 xx sEl.w.ole �o,,..,, a., eR Ar. L 9 COUNTY OF SUFFOLK © E 1Nxar SOUTHOLD SECTION No E z- (ul + PIND LTERATIOry ,E OR •® Real Property Tax Service Agency Y nl a - „x . o e a ! R]RT OI O xE n a OLn ty Center RiveTI'BOE,M Y 11901 ' 031 H .n. o..>.. - s.o .. .z.a ..I 4 F ry lfFi M .. - ...... _ ...v ... p COTAT w _ ' c z Reo eT o _ RE'H. L n® ,o� sso «. n ,.,.. .� or, o,. .r, 1000 . � .:. ... .._::.... .,.. ,_. ...... .. ... -.... ....a=... .->. _.: .,.. _... PROPERTY MPP MIJNLEY MEADE9 NIELSEN & R] -'*'a 1*`�o' ATTORNEYS AT LAW 36 NORTH NEW Yonx AvENUE HvtvxmToxoiv, NEW Yonx 11743 7001 0360 0000 8541 2313 ` MiuLtu rKQM urPxSE� f i n White Swan EM LLC 6 2 Richard Road ".Iu - -- Selden, NIXIE 117 CE 1 02 09/07/07 RETURN TO SENDER NOT DELIVERABLE AS ADORESSEO UNABLE TO FORWARD i ' i'i••.�.i^ir�v � C BC: 11743216499 *1702-14077 -31 -37 1174302164 (ttt��u i���nr�r�n�r t��rr r�r�nr��t��nt�r r��t�n�t�t ur��i� I'� SOUIy� Town Hall,53095 Main Road T Fax (631)765-9502 P.O. Box 1179 G Q Telephone(631)765-1802 Southold,New York 1 197 1-0959 • �° BUILDING DEPARTMENT TOWN OF SOUTHOLD :. �--- `, MEMORANDUM SEP - 6 2007 i S 'Lald Tuan TO: Jerilyn B. Woodhouse Planning Board Chairperson rieaoa d I FROM: Michael J. Verity, Chief Building Inspector DATE: September 6, 2007 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: New Cingular Wireless, PCS LLC Location: East Marion Fire District, 9425 NYS Route 25, East Marion SCTM# 1000—Section 31- Block 3 —Lot 11.31 Date: August 18, 2005 Revised Date: October 4, 2005 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 3. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 4. THE PROPOSED USE *Wireless Communication Facility on an Existing Telecommunication Tower IS A PERMITTED USE BY SPECIAL EXCEPTION IN THIS R-40 DISTRICT AND IS SO CERTIFIED. * See ZBA APPLICATION # 5826 Michael J. Vel Chief Building Inspector 12162em P. OOZ 9V OF EAST MARION FIRE DISTRICT Board of Fire Commissioners F.,r.X 77 T'"7,—,i n'-Ro`ad Eas t—I%Zar I",P Nyt 1:.-939 �D;,R.11 EMFDistnct(�joptonlme net Septernoer 6, 2007 jen'hoodhouse, Chairperson Plaririr,j, Board SEP 6 2W7 Town of Southo,d PO Box 1,179 Southold Town Southold, NY 11971 Panni Board RE: cell tower Door Ms Wocdlhouse The Board of Firti Corn-,r:ssiono;s of the East Marion Fire District requests that evergreen screening be placed on all four sides Of the equipment compound at the base of our tower. In addition the Board of Hie Commissioners reserves Lne right to grant final approval for all plantings. Please contact this office if you read further information. Thank you in advance nor your cons deration Walter G'olp 4, Fire 0 W!-t Serxctiry 1<IGZ=. P. 001 East Marion Fire District PO Bos 131 East Marion,NY 11939 (631) 477-0163 Fax(631)477-8310 N:mail: Gmfdistriet�6iontonline.net To "ise Scvu)old Tc an Plami iig Board 4rtn., Amy i to - agar incl. �:oeer pag. 2 1 _ (?r`, Cell t:rw2r arplicatiuc i .r6 � SEP - 6 2001 �Oil;`ly�d �c*fl r Piia"f Board air, Last Mar.orn Fare Urstri:t SecdTreas. � �— _• • 0 MAILING ADDRESS: PLANNING BOARD MEMBERS OF soar P.O. Box 1179 JERILYN B.WOODHOUSE O�� y0l Southold,NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H. SIDOR G C 54375 State Route 25 GEORGE D.SOLOMON M (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND liyCOu, 'N Southold, NY IV 11 Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Southold Town Tree CommittLe�e-- From: Amy Thiel,Senior Planned Date: 29 August 2007 Re: Proposed Site Plan for East Marion FD Telecom 9245 State Route 25,East Marion SCTM# 1000-31-3-11.31 In reference to the above, attached please find revised site plan dated June 20,2006 and last revised April 16, 2007 by John S. Stevens for InfinigyEngineering for this proposed project. This site plan is for the co-location of Cingular at 107'height, on an approved neutral blue/gray 110' communications unipole tower with fire/police emergency communication mounted on a cross bar at 30' and includes a 16'x 22'enclosure with a 6' high fence on a 3.0583-acre split-zoned parcel in the R-40 &HB Zones located on the n/s/o NYS Route 25, approximately 494'w/o Stars Road, in East Marion. SCTM# 1000-31-3-11.31 As per site plan review,the Architectural Review Committee reviewed this project and recommended street trees along NYS 25 and the Planning Board has requested this be reviewed further by the Tree Committee. Please review the attached site plan,aerial and site visit photos to determine if the existing trees are acceptable or additional trees along NYS 25 are necessary. Please be aware the ZBA(appeal#5826) approved co-location at their meeting on August 16, 2007 for this 110'monopole wireless communications tower. The enclosed site plan and various information is for your review, if possible,please return the attached information to this office. Your assistance in this matter is greatly appreciated. Thank you in advance. Cc: File Enc: 1 site plan (packet) prepared by John S. Stevens dated June 20, 2006 and last revised April 16, 2007 Aerial Site visit photos #8507 STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Dina MacDonald of Mattituck, in said county, being duly sworn, says that he/she is Principal clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 week(s), successively, commencing on the 30th day of August, 2007. Principal Clerk Sworn to before me this day of 2007 '. Y� .Ai Nryrrrc Notice of public Hearing NOHEREBY GIVEN that, pursuantnt to[o Section 276 of the Town 01rFj-0 Law and Article XXV of the Code of the Town of Southold, a public hear- ing will be held by the Southold Town CHRISTINA VOLINSKI Planning Board,at the Town Hall,Main NOTARY PUBLIC-STATE OF NEW YORK Road,Southold,New York on the loth day of September,2007 on the question No. 01-V06105050 of the following: Qualified In Suffolk County 6:00 p.m.Proposed Standard Subdi- (,7omrhiaaian EXpIP®A February 25, 2000 vision of Allan&Ellen Wexler located on the sWo North Bayview Road,up - Proximately 415 ft w/o Paradise Point j Road,in Southold,Town of Southold, County of Suffolk,State of New York. Suffolk County Tax Map Number 1000' 79-8-18.1 6:05 p.m. Proposed Site Plan for Sparkling Pointe Winery located on the s/s/o County Road 48, approximately 1,699 ft. w/o Tuckers Lane, known as 39750 County Road 48, in Southold, Town of Southold,County of Suffolk', j State of New York.Suffolk County Tax Map Number lout-59do-1 6-10 proposed Site Plan for �loca[ed on the n/ s/o NYS Route 25,approximately 494' j w/o Stars Road,in East Marion,Town of Southold, County of Suffolk, State Of New York.Suffolk County Tax Map Number 1000-31-3-11.31 Dated:8/24/07 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Jerilyn B.Woodhouse X07-I1 8/30 Chairperson 40, • MAILING ADDRESS: PLANNING BOARD MEMBERS OF so t/r P.O. Box 1179 JERILYN B.WOODHOUSE O�� '7�l Southold, NY 11971 Chair O OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H. SIDOR G Q 54375 State Route 25 GEORGE D.SOLOMON (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND COU 'a Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Section 276 of the Town Law and Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 10th day of September, 2007 on the question of the following: 6:10 p.m. Proposed Site Plan foqwvt i fr el -.. 1b/E" JIMlocated on the n/s/o NYS Route 25, approximately 494' w/o Stars Road, in East Marion, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-31-3-11.31 Dated: 8/24/07 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Jerilyn B. Woodhouse Chairperson PLEASE PRINT ONCE ON THURSDAY, AUGUST 30, 2007 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE. THANK YOU. COPY SENT TO: The Suffolk Times Page 1 of 1 Kalin, Carol From: JOAN ANN Daweber@timesreview.com] Sent: Tuesday, August 28, 2007 9:16 AM To: Kalin, Carol Subject: Re: Legal Ad for 8/30 Edition Carol: C1CGULA .e-1EMF Received Legal Ad for 8/30 Edition. Also, received your second e-mail adding an additional hearing. It will appear in the Suffolk Times, Legal Notice 8507 Joan Ann ----- Original Message ----- From: Kalin. Carol To: iawebero@timesreview.com Sent: Thursday, August 23, 2007 2:57 PM Subject: Legal Ad for 8/30 Edition Joan Ann, Please print the attached legal ad for the Planning Board's 9/10 Regular Meeting in the 8/30 edition and send me confirmation of receipt of this request: 6:00 p.m. Wexler Standard Subdivision 6:05 p.m. Sparkling Pointe Winery Thanks -Carol 8/28/2007 J • • MAILING ADDRESS: PLANNING BOARD MEMBERSO f so G P.O. Box 1179 JERILYN B.WOODHOUSE �� '70 Southold, NY 11971 Chair h� lam# OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR G Q 54375 State Route 25 GEORGE D.SOLOMON %�` �� (cor.Main Rd. &Youngs Ave.) JOSEPH L. TOWNSENDComm,�� Southold, NY q 1' Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Section 276 of the Town Law and Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 10th day of September, 2007 on the question of the following: 6:10 p.m. Proposed Site Plan for New Cingular Wireless PCS, LLC/East Marion Fire District located on the n/s/o NYS Route 25, approximately 494' w/o Stars Road, in East Marion, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-31-3-11.31 Dated: 8/24/07 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Jerilyn B. Woodhouse Chairperson STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) CAROL KALIN, Secretary to the Planning Board of the Town of Southold, New York being duly sworn, says that on the 24th day of August, 2007 she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board, Southold Town Hall, 53095 Main Road, Southold, New York 9/10/07 Regular Meeting: 6:10 p.m. Public Hearing for the proposed Site Plan for New Cingular Wireless PCS, LLC/East Marion Fire District, SCTM#1000-31-3-11.31 Carol Kalin Secretary, Southold Town Planning Board Sworn to before me this dayof Ousug � -, 2007. ' J Notary lic MELANIE DOROSKI NOTARY PUBLIC State of New York No.01Db4634870 Qualified in Suffolk County Commission Expires September 30, r 1 • MAILING ADDRESS: PLANNING BOARD MEMBERS OF Snot P.O. Box 1179 JERILYN B.WOODHOUSE O�a y�l Southold, NY 11971 Chair Q OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR G • O 54375 State Route 25 GEORGE D. SOLOMON ''`Oh � (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND �yCourm, Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 24, 2007 Lawrence C. R6, Esq. Munley, Meade, Nielson & Re 36 North New York Avenue Huntington, NY 11743 Re: Proposed Site Plan for New Cingular Wireless PCS, LLC/East Marion Fire District Located on the n/s/o NYS Route 25, approximately 494' w/o Stars Road, in East Marion. SCTM#1000-31-3-11.31 Zoning District: R-40 & HB Dear Mr. Re: The final public hearing regarding the maps for the above-referenced site plan has been scheduled for Monday, September 10, 2007, at 6:10 p.m. at the Southold Town Hall. Please refer to the enclosed copy of Chapter 55, Notice of Public Hearing, in regard to the Town's notification procedure. The notification form is enclosed for your use. The sign and the post will need to be picked up at the Planning Board Office, Southold Town Annex. Please return the enclosed Affidavit of Posting along with the certified mailing receipts AND the signed green return receipt cards before 12.00 noon on Friday. September 7". The sign and the post need to be returned to the Planninq Board Office after the public hearing. Please contact this office if you have any questions regarding the above. Very truly yours, Jerilyn B. oodhouse Chairperson Encl. r ' • • Southold Town Planning Board Notice to Adjacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for a site plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-31-3-11.31; 3. That the property which is the subject of this application is located in the R-40 & HB Zoning Districts; 4. That the application is for the co-location of Cingular Wireless at 107' height, on an approved neutral blue/gray 110' communications unipole tower with fire/police emergency communication mounted on a cross bar at 30' and includes a 16' x 22' enclosure with a 6' high fence on a 3.0583-acre split-zoned parcel located on the n/s/o NYS Route 25, approximately 494' w/o Stars Road, in East Marion; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. (2nd Fl., North Fork Bank) Or, if you have any questions, you can call the Planning Board Office at (631)765-1938; 6. That a public hearing will be held on the matter by the Planning Board on Monday, Sept. 10, 2007 at 6:10 p.m. in the Meeting Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in the Suffolk Times, published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: New Cingular Wireless PCS, LLC/East Marion Fire Department Date: 8/24/07 AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on I have sent notices, by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon. Fri., 917/07 Re: Proposed Site Plan for New Cinaular Wireless PCS LLC/East Marion Fire Department SCTM#s: 1000-31-3-11.31 Date of Hearing: Monday, September 10, 2007. 6:10 p.m. • Town of Southold PC/Codebookfor Windows § 55-1. Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-20031 Whenever the Code calls for a public hearing this section shall apply. Upon determining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility for publication of notice. The reviewing board or commission shall cause a notice giving the time, date, place and nature of the hearing to be published in the official newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated, proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required to erect the sign provided by the Town, which shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing. The applicant, petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. (2) The applicant or petitioner is required to send notice to the owners of record of every property which abuts and every property which is across from any public or private street from the property included in the application or petition. Such notice shall be made by certified mail, return receipt requested, posted at least seven days prior to the date of the initial public hearing on the application or petition and addressed to the owners at the addresses listed for them on the local assessment roll. The notice shall include description of the street location and area of the subject property, nature of relief or approval involved, and date, time and place of hearing. The applicant, petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. 1 EAST MARION FIRE DISTRICT SITE PLAN FOR NEW CINGULAR "IRELESS PCS LLC 1000 =31 =3 - 11 . 31 Proposed site plan for the co-location of Cingular Wireless at 107' height, on an approved neutral blue/gray 110' communications unipole tower with fire/police emergency communication mounted on a cross bar at 30' and *cludes a 16' x 22' enclosure with a 6' high fence. MONDAY - SEPT. 10 , 2007 - 6 : 10 P . M . �- evlsion o6 I F '^ a 96 RATER[RO II-01FAR 11-09-96 R6 `°A" SEE MC.NO.022 ` A, A,-w.=YB sec ra SEE SEC.M.022 01-IJ'9 0 s66 s6c.w.F a ' WTCH LRE 16.12 WTCH LYE YATCN-L - ? Z LYE xlN[Oo N ey ----Z-----Z-� -- 35 1 }1 •1120 1 9` FOR I REL-01 . l.lA d 11 a L6Fa[ 09 ID-9 y6! w 1l"2A '\ SFE. -01 W 'w *eex OF zonllan M1p\aeS M-6-01" .! 361. OD-D-v t 11.19 q9^q 16. 6 ,� �m .3 Lt �I ]LH.lAlcIB , II-090 S 5! AETHEARATTll.l6 - .y. 1121 5 �[ -A\ ✓ - LV - 01 RH6,1xL,�{L6F 0615-OI ,• 4 S1O� 23 12 ]3 q 5410 6] 9p\ ;Y t i2 3 2.5I. f.i\ld 1.1 J e 5 Q 122-0 s 2 11.15 ]t LOAIcI 2 v 0201-p 51 r. 6 OjµO Map a Tl :JO.J MAIN ,\ °�_Zq_Q l uaA lcF �:al' l0 19 lv>.v1a1N m \ ci os-v-a i5p1 a °I z J 'x ODO]-Ot _f ORd im -_ 1t0 mi 9e 1) ,��U•e0 � ' 12 A'13 .� 'h 5.1 5]l16 0-2205 y 2.5A Q•� 11.2205 ` m _ Ip ♦P x.. d Ip x .,, 2.1A ea t 14 9-0 1µd a a2 y P~ 1R 8 • c U1p n ' 6y ) P' 6,� 2.31 6: O ' SLiGOLRW CNTY t,t1 tUA M1S 4 ^P' R) 51) „ NATER AUTFAMTY i ''. b 4e 'i a 11 5 $ A•] M1 ^ b y„ 2.2A 32.s 12 N`r u.awx x y' ^• !9 ,n 5 sa'' 2 e 5.5 ! 15.6A tB OA`c) NE pz[ 3 Rll.J2 � 'a a ' t pNiJ 16 O / x nz.,xo ` 1.OA PCL.W. O 1t) Z Y a R e W °` SEE SEC.NO. 5 ME Y I y ) EXIT u[Rmx OJO-p]-Ot] 5 \ 12,cS t 9t 3lO a a10 ✓ s^ ttwTexr1.1RJ J l.1 52 ylO t Do zu 19 M1 i '4 q til �, 1l 's .,v i . ✓ .) :Y '� +`, 1b � ie rvxttNv46R urn, a . 5 .! .{ y + a .x 4� .,y MAR/ON LAKE .O 6 ht' I e A ✓ s.e / 5.6 a)R1 1� 'QO' «A'p `ti `M1� '9 1 �� 4 6 nr5. 19.eA(d s�z. e t o y ♦ ": ^i 1 5.10 2.1ASA 5 Cno cy � - , =21 S M1'l,U„ 4 lM1i 5' 0*�•1y <' '09 9 e ^i b. ,y" ,a pti 5.9 9• ,,M1] l )Npd �Y )) 'R 4S a !Y! F �• 29.Jd ,! ; O + v 18 S ryC RYRT A ay S ' % M1 •" Z M1 t Q. SCALE 1'=100' S^] '`9 � 1 ,y 'A a M1L t a ! �• 9 i' 4 '" n M1 60. E MARION LAKE \2 _ 9° �` °R TOWN OF SWiN]L 0 ✓) x p, ` 3c ♦ xoc .. *�✓ 6 28.5 3) � 'ip S � 0 O • nR 'S O. 1.9A 7 O� r z A. b ✓! ry l)I xou~ x u[a) td s 29.6 28.1 c _° " f1 z a.^ 1.1 °= A !~ p� ] q c � „ 161 'ai 1 '�J CIXMlY OF SII6E0.X '!\5 !Fllf �aM1 'SM1 ° ..ttvFlvn,Em xx).1 `� 29.1 x r zFF oc. e2 Jf 1.. xye r W2PoA ul zec. IFT1 oxx SECTION NO N, m.<. r, --- --,[x Nfm.D.,.x„n - - E Nonce COUNTY OF SUFFOLK © e p1Y0 SOUTHOLD 1.ac:S V i1a FEE li'[ocwc oOrs)>cn: E E ,..[wmpzn --�- L.--„a>x.. (21) R=m. O • °•t1 "' --`-- a"•",1L^ -- r.[LR YANT[NAECE,ALTREATM.SALE OR Red Property Tax Service Agency Y rv„ &LACE6 031 O ` _____ .e r ...�,rr -_. _ rv,,,,,,„, - T- x, "I USTalevTM 9 ARE PORTON OF THE : �Lp'� ,° Canty Center R,erheOd.N Y 11901 E •••,u 01 •• Vim. �_ .,. . r. -_� . .^- _ -_ . n.e.u. _.-_ LATER° 36rax COUNTY TeX MAP IS FApea:.O �{lAA SCALE x FEEL A uz QlTE(AJ1 -TTEN PE-SAN Of TER 1000 N e .. ., .-- -_ •` P PROPERTY RM •=a .s.... ..,�.k..ti _ - ..........m .� . .wn.c e au ewe r. O�gUFFOI,�c Pr i SCOTT A; RUSSELL �� °�sy� JAMES A. RICHTER, R.A� SUPERVISOR ENGINEER TOWN HALL - 53095 y. TOWN OF SOUTHOLD,NEW YORK 11971 '1 Loi:, iiFu (631 74 y_7�1 * 0� 765-1560 JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US i 2 2 2007� AUG D� - OFFICE OF THE ENGINEER 'olnd Town TOWN OF SOUTHOLD ian;];anrd Board pp "xnlyn B. Woodhrtdse~ August 22, 2007 Chairperson - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: East Marion Fire District Cingular Wireless Telecom Tower SCTM#: 1000-31-03-11.31 Dear Mrs. Woodhouse: As per a request from your office, I have reviewed the site plan and construction details for the above referenced project. This site plan has been prepared by the office of John S. Stevens, PE and has a revision date of 04/16/07. 1 have also reviewed the ZBA Resolution (File # 5826) Granting the special exception for construction of this Cingular Wireless Telecom Tower. Please consider the following: 1. The proposed new "Unipole" Telecom Tower and Equipment Compound is to be constructed on the North side of the existing Fire Department facilities in the open lawn area. The proposed area of new impervious surfaces for this project will not generate a significant amount of storm-water run-off. Therefore,it is recommended that the proposed landscaped areas be constructed within a slight depression to contain and recharge run-off that will be generated by the development of this site. 2. It is not clear if there are any additional roadways or pavement surfaces proposed for access to this equipment compound? If there are, drainage calculations may be required. If no additional site improvements are proposed, additional Drainage Structures will not be required. 3. The proposed setback from the Northerly, residential property line for the installation of the Cingular Unipole has been indicated as +/- 105'. This setback is in excess of Town Code Requirements, 1 00'under section 280-69(3),butthis Unipole is detailed at a height of 110'. It is recommended that this setback be a minimum of 110'. With the exception of the items listed herein, the site plan meets the minimum requirements of the Town Code. If you have any questions regarding this review, please contact my office. In erely,� ames A. Richter, R.A. cc: Peter Harris,Superintendent of High ay Michael Verity, Principal Building Ins for r s i 1^ fk fly 4 ♦ ♦ 9A SMA :1 • MAILING ADDRESS: PLANNING BOARD MEMBERS ��OF SO Z., P.O. Box 1179 JERILYN B.WOODHOUSE �Q �� Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS en N- Town Hall Annex MARTIN H.SIDOR 54375 State Route 25 GEORGE D.SOLOMON (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND N1Y,N`� Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE MEMORANDUM TOWN OF SOUTHOLD To: Michael J. Verity, Chief Building Inspector James A. Richter,Town Engineer From Amy Thiel,Senior Planner Date: 20 August 2007 Re: Proposed Site Plan for East Marion FD Telecom 9245 State Route 25,East Marion SCIM# 1000-31-3-11.31 In reference to the above,attached you will find a revised site plan dated June 20, 2006 and last revised April 16,2007 by John S. Stevens for Infinigy Engineering. The attached ZBA appeal#5826 approved co- location at their meeting on August 16, 2007 for this 110' monopole wireless communications tower. Please review for certification and continents. Site plan enclosed is for your review and records and does not need to be returned to the Planning Board. Thank you in advance. Cc: File Enc: 1 site plan (packet) prepared by John S. Stevens dated June 20, 2006 and last revised April 16, 2007 ZBA appeal#5826 PACE 131 _ ryIU\LEY,'1kIEADE, NIELSEN& Rt ATTORNEYS AT.4A W 36 Nortb New York Avenue Hunt109t0o,New York 11743 (.631)425-4100 Telecopter (631)4254104st rELECOPY TO THE FOLLOWING NUMBER: 631-755-3 l�9 NAME. Bruno Semon, Town Of Southold Senior Sita Plan Reviewerr 17 2001 � AUG RE: "<ppbcar.ori of'New CinF.dar carless PCS, LLC Premises: 4245 Route 25 (a-IJa Main Road) l=ast Marion,New York Section 31,Block 3,Lot 11-31 --- __. :- FROM; TJuru'hy 7::elatd DATE: AuDist ;',2007 ME.5SAGE: Pursuant to; �� 0:i!i 'i_f7_�: 1J'-. o:'kadk: i • PA(E I32 Scud::z!,� To+-�:,Elaard . Letter Board N;eeting of 3uly 31. 2D07 spec.tied it 'rowL :Ay §r,,4-a, Chapter 280 end Ari ole XXV of the Southold C'Odc. iaciudiag %%lout Ilraitation,provisions rolabrig to the prooessing, reviewing and thi, rendering of detenttittations, ':ha statutory and locally- enacted tame periods for processing and making detennlnations on ali aspects of said tuilding permit applications are suspended and stayed while this Local UW is in effect, :111 terms used in this Local Law are as deftned in §280.4 of thf- Cad- cl'rht Town of Southold. S ct ur,3. APPLIC'hTION 1-o L a'r✓steal' apply to r i;.L [new Cr pending}applieatocs for site plans orspecial except'Or.use polTeits for WIREI ESS C01LIMUNICATIQN]FAMLITIES in the To!vn of 5outf,0id. —�." Section•'r. ECL!"SIGNS tiC'Cel�a:>; s'tall :!.Ot ,^..y."711' t^: 1; Site pians fcr 6r A'I-h CAW ;ar c<+nditional final approval was granted 6, tha Panning $card prim t, the e eW.r;,::dere (,.f yis Lural Law. -�ppli=:ow fc-r co-'.Drat art of wireless te,ecotntnucication facrlities inside a mz:zintd tO;vet, irh n-, ci in,ponent parts visiblo f otu the exterior. S�*.assn 5. CO NF'UC:Wi i•,{STA-TE STATUTES.AND AUTHORITY TO SUPERSEDE f.. tale e1 gent taa; rip• prpNlsicns of Iils Local ,..aw are !it .cliflict with oI wr co7i3tr'aed M inccr,siitert 'kvith fire rjro°,isicns of Nnv York State Town Law, this Local Law supersedes, amends and takes nrecedeer over NYS ToHrr Law pursuant to tile'I'ovn,s munietpa' home n.1e powers% panv.ant. to Mu!;icit:.vi Home Rule 1'..aw §101,1)00(d)(3); §10(l)(i {a?('.4) and §22 to s+:persedz atr�i lconsi:;t ! a:ahooty. n pa?:cular, to the err,:ret anti d-sgree anv provisior-a of this LOC-81 Law are construed as being ir.cosistenr wish the pr(.,•isions of iown Law §274-a, §274-h and the previsions and requirements sot forth in Chapter 2SC 0' the So%Mold Town Code, which require that the p1wini11t poar' or Zoning Doarc of ppea's process,ievievi,hold'aeatings on: and ac:upon apErlicat%nrs for site pians and special r.K Wdon use pertrits•withi )sprxifhed time pet•iods, tail LJca La'%r SU5L1eiiC(S L id St-t 'g the mirang of tlrne periods for pYOCessing,reVlew',bGlotna het!ri❑gs on,making de-inions, and taking&,:6cn on suck.apphcatiolu provided for in those laws ar>d is intended fo sagerSed-�and amend any said ir;cn;yistent authority. Sea[ rr, r.. .APPEAL Pk'Ci L;alilt 2. Tre Tcvrn Br 6.,a rare autho-,4 to vary or•+,wive tae applicatian of ary prcvigion of thin•Local La,v if, in its legislative discredotl, upon its determination,the valiance or .vainer is required to allaviatc as exrraordinery hardship affecting a parcel of property. To grant :hc Town B;uird xust Ind that a variance or waiver will not adversely affect the p1ap�ose of tris Local Law, t;ne heath, safety or welferc ofthe Tewn of Scuthpld,, or any oc:rnprat;eraive planning e ibrs being vadettaken in the Town. The Tovdn Board shall take into aewwa the existing land ase io the itnrnediatc vicinity of the property,the range of business ppnrtunld s in the vicinht, of the property and the surrounding hamlet, the rural, cultual, hotor; atter. buiiness character )f t.".e hamlet, tnr 6e impart of tha'rariancs or waiver on the ieael aged:1uec s;. i.2i!fi" Page 9 APPEALS BOARD MEMBERS 0 f so Mailing Address: James Dinizio, Jr., Chairman y>� T6p Southold Town Hall �� lO 53095 Main Road • P.O. Box 1179 Gerard P. Goehringer * * Southold,NY 11971-0959 Ruth D. Oliva u, ae Office Location: Michael A. Simonp ,p�� Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman 1�COUNN 54375 Main Road(at Youngs Avenue);,, Southold,.NY-tt9711 http://southoldtown.northfork.net - drr ZONING BOARD OF APPEAj S TOWN OF SOUTHOLD Tel. (631) 765.1509 • Fax (631) 765-9064 IP�Ol FINDINGS, DELIBERATIONS AND DETERMINATION - MEETING OF AUGUST 16, 2007 ZBA File No. 5826 - NEW CINGULAR WIRELESS, PCS LLC Property Location: East Marion Fire District, 9245 Main Road, East Marion CTM 31-3-11.31 containing 3.05 acres Zone District: R-40-Lo6_66nsity Residential SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. In addition, the Town Planning Board has issued a Negative Declaration with a Determination of Non-Significance dated September 11, 2006. PROPERTY FACTS/DESCRIPTION: The applicant's property contains 3.05 acres owned by the East Marion Fire District and improved with two Fire House structures. The East Marion Fire District (EMFD), an established special district for emergency communications, has a building permit issued for the tower, inside of which this antenna facility will be co-located. The EMFD maintains at its fire station communication transmissions to and from this site, and the wireless communications tower was determined to be in a location that provides sufficient space and height to provide an installation of a 450 Hz antenna, north of the firehouse, and sufficient land area of three acres shown on the October 25, 2005 survey prepared by Peconic Surveyors, P.C. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application has been referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23. The Suffolk County Department of Planning reply dated January 22, 2007 states that the application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. FINDINGS OF FACT APPLICANT'S REQUEST: By application received May 15, 2007, a request was filed by New Cingular Wireless, PCS LLC, applicant/lessee, for a Special Exception under Section 280-69A, based on the Building Inspector's April 18, 2007 Notice of Disapproval, concerning the proposed co- location of a wireless communications antenna on an existing approved tower. Town of Southold Chapter 280, Article XVII Wireless Communications Facility reads: Page 2—August 16,2007 ZB File No. 5826—New Cingular CTM No. 31-3-11.31 Any unstaffed facility for the transmission and/or reception of wireless telecommunications services or other radio transmission and/or receiving service or use usually consisting of a wireless communication facility array, connection cables, an equipment facility and a support structure to obtain the necessary elevation. The support structure is either a building, telecommunication or radio antenna or tower or other approved structure. [Added 11-12-1997 by L.L.No.26-1997;amended 2-2-1999 by L.L.No.3-1999] CODE ARTICLE XVII: Section 280-67 (former #100-160) of the Zoning Code allows wireless communications, and particularly telecommunication towers, to be reviewed and approved in keeping with the town's existing zoning and historic development patterns, including the size and spacing of structures and open spaces. Furthermore, the standards herein reflect two preferences: that wireless communication facilities are preferred in industrial areas and that wireless communication facilities be located on existing buildings and towers rather than on newly constructed towers. Any wireless communication facility must take into account the aesthetic aspects of the town, including open vistas, scenic byways and historic districts. In addition, the following provisions have been applied: § 280-68 (former #100-161). Scope. [Amended 12-8-1998 by L.L. No. 25-19981 The regulations of this article shall govern and control the erection, enlargement, expansion, alteration, operation, maintenance, relocation and removal of all wireless communication facilities. The regulations of this article relate to the location and design of these facilities and shall be in addition to the provisions of the Southold Building and Zoning Codes and any other federal, state or local laws or Federal Communication Commission (FCC) regulations pertaining to such facilities. Nothing herein shall be construed to, apply to, prohibit, regulate or otherwise affect the erection, maintenance or utilization of antennas or support structures by those licensed by the Federal Communications Commission pursuant to Chapter 47 of the Code of Federal Regulations, Part 97, to operate amateur radio stations. §280-69 (former#100-162). Location of use. No wireless communication facility shall be used, erected or altered in the Town of Southold when located in an R-80 Residential Zone District, except by (Planning Board) site plan approval, meeting the following requirements. (1) Wireless communication facilities on buildings shall require a special exception approval pursuant to this article. Wireless communication facilities on buildings shall be no higher than 10 feet above the average height of buildings (excluding signs, fences and walls) within 300 feet of the proposed facility. The building on which the wireless communication facility is located must be located at least 100 feet from the nearest property line and 300 feet from any landmark property or district listed by federal, state or town agencies. (2) Wireless communication facilities on existing telecommunications towers shall require a special exception approval pursuant to this chapter unless otherwise allowed by the terms of a prior special exception approval. (3) Wireless communication facilities on telecommunication towers shall require special exception approval pursuant to this article and shall not project higher than 10 feet above the average height of buildings (excluding signs, fences and walls) within 300 feet of the facility or, if there are no buildings within 300 feet, these facilities shall not project higher than 10 feet above the average tree canopy height in that radius measured from ground level. If there are Page 3—August 16,2007 • • '-ZB File No. 5826—New Cingular CTM No. 31-3-11.31 no buildings within 300 feet of the proposed facility site, all telecommunication towers shall be surrounded by dense tree growth to screen views of the facility in all directions. The base of the tower shall be located at least 100 feet from the nearest property line and 300 feet from a landmark property or district listed by federal, state or town agencies. (4) A wireless communication facility is a permitted use, not requiring site plan approval, if located on property owned, leased or otherwise controlled by state, federal or town government, provided that a license or lease authorizing such facility has been approved by that government. The height of such facility may be established by the public agency. (5) A wireless communication facility is a permitted use, not requiring site plan approval, if located on property owned, leased or otherwise controlled by a special district, provided that a license or lease authorizing such facility has been approved by the commissioners of the special district, and provided that it does not exceed the maximum heights specified above. Section 280-70B(1-5). Code Standards. In addition to the standards in Article XVII of this Code, the Zoning Board of Appeals shall find and determine the following: (1) The applicant is a public utility. (2) The co-location of a public utility antenna is a public necessity, in that it is required to meet current or expected demands of the telecommunications provider and to render adequate service to the public. (3) The applicant has made substantial effort to co-locate on a permitted tower. (4) The facility conforms with applicable FCC regulations. (5) There are compelling reasons, economic or otherwise, which make it more feasible to construct the proposed antenna than alternatives. OTHER CODE CONSIDERATIONS: In addition to considerations under Article XVII (Special Exceptions) of Chapter 280, the Zoning Board of Appeals has given consideration to the following in issuing a special exception approval for a wireless communication facility: (1) The antenna will be located within the tower without affecting the height, and is the minimum necessary to render adequate service. (2) The antenna for the wireless communication facility is to be situated within an existing previously approved monopole antenna and therefore will have no visual affects to residential structures, residential district boundaries and landmarks designated by town, federal or state agencies. (3) The antenna is designed and situated to be compatible with the nature of uses on adjacent and nearby property. (4) The antenna has been designed to minimize any possible visual impact. Page 4—August 16,2007 • ZB File No.5826—New Cingular r CTM No. 31-3-11.31 RESOLUTION OF THE BOARD The Zoning Board of Appeals held a public hearing on this application on June 28, 2007 and August 2, 2007, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: 1) That the applicant is a public utility. 2) The applicant is locating (co-locating) within an existing approved monopole tower which is encouraged by the town to help mitigate the aesthetic aspects including vistas, scenic byways and historic districts. 3) The proposed antenna is compatible with the nature of uses on adjacent and nearby property, to the extent that East Marion has a commercial/industrial area, and within this area is a fire house, permitted tower for telecommunications, and New York State Highway Route 25. 4) There are compelling reasons, economic or otherwise, which make it more feasible to construct the proposed antenna than alternatives. A) The location of the previously approved tower is at the East Marion Fire House which is in the heart of the business district for this hamlet. B) Other locations within the effective range of this tower, such as inside church steeples, are not high enough and would increase the need for additional towers and antennas by decreasing the propagation footprint required to service the areas. 5) The height, at which the antenna will be installed, on the previously approved tower, will maximize the propagation footprint. The board has investigated other alternative sites within the effective range of the proposed antenna, such as church steeples and determines that (any) alternate site if chosen would increase the need to build more towers and antennas in the area. 6) The Telecommunications Act of 1996 addresses and regulates the strength of the signal emitted from telecommunications antennas for the purposes of health and safety. 7) The effect on real estate values will be minimal because the antenna will not be visible after it is installed on the inside of the previously approved tower. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Oliva, seconded by Member Page 5—August 16,2007 • • > ZB File No.5826—New Cingular • CTM No. 31-3-11.31 Goehringer, and duly carried, to GRANT, the special exception as applied for, as shown on Diagrams Z-01,. Z-02, Z-03, T-01 prepared 4-16-07 by Infinigy Engineering, date stamped May 4, 2007 by the Zoning Board of Appeals. Vote of the Board: Ayes: Members Dinizio (Chairman), Oliva, Goehringer, and Weisman. Member Simon was absent. This Resolution was duly adopted (4-0). 6. *Q"''L Ja es Dinizio Jr., ZBA C airman 8/26/2007 proved for Filing 0 • MAILING ADDRESS: PLANNING V OARD MEMBERS OODHOUSEO�f3F SUUry�lo Southold, 1Box 1179JERIL11971 Chair i_ +�C OFFICE LOCATION: KENNETH L.EDWARDS r/+ is Town Hall Annex MARTIN H. SIDOR A��Q 54375 State Route 25 GEORGE D. SOLOMONOI�CO 'M (cor. Main dYoruY Ave.) JOSEPH L.TOWN END UM Telephone: 631 765.1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM Date: 19 June 2007 To: James Dinizio,Zoning Board of Appeals Chair From Jerilyn B.Woodhouse,Planning Board Chairperson Re: Appeal# 5826 v Cingular Wireless (EFD) 9245 Main Road,East Marion SC*M- 1000-31-3-11.31 Zone: R 40/HB In response to your memo dated June 13,2007 the Planning Board has reviewed the site plan for this project,dated June 20,2006 and last revised April 16,2007, and offers the following comments: • We are site planning this project under the Building Departments Notice of Disapproval dated April 18,2007 stating that special exception approval is required prior to Planning Board approval. • The Planning Board is currently reviewing a site plan drawing dated June 20,2006 and last revised April 16,2007. The revised site plan shows the 110'unipole and 16'x 22'equipment compound behind the existing accessory firehouse building,on the north side. • The Planning Board feels that the new location helps mitigate the visual impacts of the tower,which will now be substantially blocked by the firehouse roof. In addition,clustering the equipment boxes behind the firehouse minimizes the lot area affected, maximizes the efficiency of the communications operations and allows for the implementation of the Hamlet Study recommendations to possibly utilize the open space on the north west side of the parcel for long term plans. We hope these comments will be useful to the ZBA in its review of this appeal. Cc: File gUFFO(� Office Location: ��0 COG Mailing Address: 113 YYfr Town Annex/First Floor,North Fork Bank H x 53095 Main Road 54375 Main Road(at Youngs Avenue) • P.O. Box 1179 A 9 Southold, NY 11971 T' �! Southold, NY 11971-095 sol � �a http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax (631) 765-9064 MEMO TO: Planning Board D 2001 FROM: James Dinizio, Jr., ZBA Chairma�t�t� V If JUN 1 4 gouthold Town DATE: June 13, 2007 SUBJECT: Request for Comments (Site Plan Coordination —Cingular at-EM`) "--- The ZBA is reviewing the following application, and enclose copies of the ZBA Legal Notice, Building Department's Notice of Disapproval, ZB application, and latest map. The Planning Board may be involved under the site plan review steps under Chapter 280 (Zoning), and your review and comments are requested at this time. The file is available for review of additional documentation at your convenience for reference if needed. NAME TAX#/ ZBA BD NOD APPLICATION PLANS PREPARER ZONE DATE DATE STAMPED CINGULAR, 31-3- 5826 4/18/07 Special 4-16-07 Infinigy SBA 11.31 Exception site plan Engineering NETWORK R40 Zone under 280-69 Co. by and site plan John from PB Stevens,P.E. Your comments are appreciated by June 26tH Thank you. Encls. LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, JUNE 28, 2007 PUBLIC HEARING NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Chapter 280 (Zoning), Code of the Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, P.O. Box 1179, Southold, New York 11971-0959, on THURSDAY.JUNE 28, 2007: 2:40 p.m. NEW CINGULAR WIRELESS PCS (and EAST MARION FIRE DISTRICT) #5826. Request for a Special Exception under Sections 280-69 and 280-70, concerning installation of a proposed public utility wireless telecommunications facility at the premises by affixing wireless telecommunications antennas within an approved pole to be built, and to install related equipment as required,at 9245 Route 25, East Marion; CTM 31-3-11.31. The Board of Appeals will hear all persons, or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review during regular business hours and prior to the day of the hearing. If you have questions, please do not hesitate to contact our office at(631) 765-1809, or by email: Linda.Kowalski@Town.Southold.ny.us. Dated: June 4, 2007. ZONING BOARD OF APPEALS JAMES DINIZIO, JR., CHAIRMAN By Linda Kowalski 54375 Main Road (Office Location) 53095 Main Road (Mailing Address) P.O. Box 1179 Southold, NY 11971-0959 i f� MAY 1 5 2007 SOUTHOLD TOWN BOARD OF APPEALS ��_�f I Phone(631)765-1809 Fax(631)765-9064 APPLICATION FOR SPECIAL EXCEPTIONI�K Application No. Date Files: I(WE)hereby apply to the ZONING BOARD OF APPEALS,Southold,New York for a SPECIAL EXCEPTION in accordance with the ZONING ORDINANCE, ARTICLE XVI ,SECTION 280-69 and 280-70 SUBSECTION Owner(s)(y@R J�: East Marion Fire District Mailing Address: 9245 Route 25 East Marion NY 11939 Telephone: NOTE: If applicant is not the owner,state if applicant is owner's attorney,agent,architect,builder, contract vendee,etc. Authorized Representative: New Cingular Wireless, PCS LLC (Applicant/Lessee) Address: 333 Crossways Park Drive, Woodbury, NY 11797 Telephone: (516) 677-6503 For the below-described property for the following uses and purposes(and as shown on the attached plan drawn to scale): (attach separate sheets if needed) Public Utility Wireless Telecommunication Facility The Applicant proposes to .affix public utility wireless telecommunications inside existing/approved flagpole/monopole, and install related equipment as depicted in the plans submitted herewith. A. Statement of Ownership and Interest: East Marion Fire District is(are)the owner(s)of property known andreferredtoas 9245 Route 25, East Marion, New York (House No., Street,Hamlet) identified on the Suffolk County Tax Maps as District 1000,Section 31 ,Block 3 Lot(s) 11.31 which is not(is)on a subdivision Map(Filed "Map of "Filed Map No. and has been approved by the Southold Town Panning Board on as a [Minor] [Major]Subdivision). The above-described property was acquired by the owner on November 23, 1998 . B. The applicant alleges that the approval of this exception would be in harmony with the intent and purpose of said zoning ordinance and that the proposed use conforms to the standards prescribed therefore in said ordinance and would not be detrimental to property or persons in the neighborhood for the following reasons: PLEASE SEE ATTACIIMENT "A" C. The property which is the subject of this application is zoned R-40 and [ ] is consistent with the use(s)described in the Certificate of Occupancy(copy attached). [ $] is not consistent with the Certificate of Occupancy being furnished herewith for the following reason(s): [ ] is vacant land. COUNTY OF SUFFOLK) STATE OF NEW YORK) ss.: New Ci g 1 ireless PCS, LLC B (Si os p Sweet, System Development Manager Sworn to bef me this 11 day of M ,20 (Nat u ZBA2(rev.2/06) LAWRENCE C. RE' Notary Public,State of New York No. 52-4799664 Clualified in Suffolk Courriy . Commission Expires May 31,- ATTACMENT "A" Application for Special Exception Town of Southhold Zoning Board of Appeals Applicant: New Cingular Wireless PCS, LLC The applicant, New Cingular Wireless PCS, LLC, is licensed by the Federal Communications Commission to operate a personal wireless service system in Suffolk County and throughout much of the United States. It is considered to be a public utility for zoning purposes. The applicant is unable to provide reliable service in the vicinity of the proposed site. The East Marion Fire District has obtained all municipal approvals to erect a communications flagpole/monopole at the subject premises. In keeping with the Town's policy to encourage co-location, the applicant proposes to install its antennas inside the approved flagpole and to install equipment on the ground as depicted in the plans that have been submitted. We believe that the proposal represents the least obtrusive means for the applicant to provide reliable service to the surrounding area. TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. ��a� BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32920 Z Date APRIL 19 , 200'% Permission is hereby granted to : MARION FIRE DISTRICT BAST PO BOX 131 EAST MARION,NY 11939 for CONSTRUCTION OF AN EMERGENCY COMMUNICATIONS TOWER PER ZBA #5972 AS APPLIED FOR at premises located at 9245 MAIN RD EAST MARION County Tax Map No. 473889 Section 031 Block 0003 Lot. No. 01-L,-1-_ pursuant to application dated APRIL 10, 2007 and approved by the Building Inspector to expire on OC'T'OBER 19, 2008 . Fee $ 250 . 00 � 1 Autho ized i ature COPY Rev- 5/8/02 60:OT 2,0, 60 ,ldW Tad STb OS3 G.IOa f GdUMQ3 696SS96T£9 MUNLEY9 MEADE9 NIELSEN & RE ATTOR S AT LAW RF.PLI' TO: El $F.PLY TO. 160 MIDDLE NECK ROAD 36 NORTH NEN'YORK AYE ,E (TREAT NECK, NEW PORK 11021 � ': HV INOTON, NEW YORK 11743 (510) 467-6500 (631) 425-4100 TELKCop,EK ff_ 'Y'/"(1I '2 L Y A 9007 TELP.COPIER (516) 467-6530 3 �� (631.)425-4104 May 4, 2007 P/r i BY HAND I_ �/ p„ (pG0 b 7 F01a Mr.James Dinizio, Chairman, and Members of the Southold Zoning Board of Appeals Southold Town Hall Annex 54375 Main Road Southold, NY 11971 RE: Application of New Cingular Wireless PCS, LLC For Special Exception Approval of Proposed Public Utility Wireless Telecommunications Co-location On Approved Tower Premises: East Marion Fire District 9245 Main Road East Marion,NY SCTM: 1000-31.00-03.00-011.031 Dear Chairman Dinizio and Board Members: As you know we are the attorneys representing New Cingular Wireless PCS, LLC ("Cingular"), with respect to its captioned application for Special Exception Approval of its proposed co- location on the East Marion Fire District's approved emergency communications tower (Building Permit No. 32920). Accordingly, we enclose herewith one copy of the Southold Building Department's Notice of Disapproval of Cingular's co-location application dated April 18, 2007, together with (8) sets of revised zoning drawings, including site plans and elevations, to replace those which were previously filed with your office on June 26, 2006. The documents have been revised to reflect Cingular's proposed installation on the approved pole. In view of the foregoing, we hereby respectfully request the scheduling of a Public Hearing for the captioned matter. Very truly yours, MUNLEY, MEADE, NIELSEN& R$ 1. By: L"revlce/C. 'R . Lawrence C. Re LCR:db Enclosures MAY 4 200/ FORM NO. 3 Q� `✓ k-0 NOTICE OF DISAPPROVAL DATE: April 18, 2007 TO: SBA Network Services (Cingular/East Marion Fire District) 5900 Broken Sound Parkway NW Boca Raton, FL 33487-2797 Please take notice that your application dated April 13, 2007 For permit for co-location of a wireless communications antenna on an existing approved tower at Location of property: 9245 Main Road East Marion County Tax Map No. 1000 - Section 31 Block 3 Lot 11.31 Is returned herewith and disapproved on the following grounds: The proposed antenna is not permitted pursuant to Article XXIV, 280-69, A., which states, "In Residential and Marine Districts including A-C, R-80, R-40, R-120, R-200, R-400, AHD, HD, RR, RO, MI and MII, a wireless communication facility is subiect to site plan approval and must meet the following requirements. "(2) Wireless communication facilities on existing telecommunications towers shall require a special exception approval pursuant to this chapter unless otherwise allowed by the terms of a prior special exception ap rop val.,, Therefore, a special exception approval is required from the Southold Town Zoning Board of Appeals. In addition, the proposed co-location requires site plan approval from the Southold Town Planning De ent. Yo ma now aDi)lv to these agencies directly. i tho ' ed Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A., Planning SO(/r�olo Town Hall,53095 Main Road Fax (631) 765-9502 P.O. Box 1179 03 O Telephone(631)765-1802 Southold,New York 11971-0959 � �1y00UNTV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD NOTICE TO APPLICANT A decision rendered by the Building Department may be appealed to the Zoning Board of Appeals. Should you require information on how to apply, please contact the ZBA via telephone at 765-1809 or you may to the ZBA office at the Town Hall Annex during normal working hours. TOWN OF SOUTHOLD BUILDINdVRMrr APPLICATION CHECKLIST BUILDING DEPARTMENT • Doi have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: Lawrence C. Re' Approved 20 Mailto: Munley, Meade, Nielsen&Re' Disapproved a/c 36 N. New York Ave. , Huntingon, NY Phone: 631-425-4100 11743/ Expiration 120 Building Inspector APPLICATION FOR BUILDING PERMIT Date 120 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. New Ci'ngular Wireless PGS; LLC (Signature of applicant or name,if a corporation) 333 Crossways Park Drive, Woodbury, NY 11797 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor,electrician, plumber or builder Lessee Name of ownerofp ses East Marion Fire District De w re L i mi t d Lia h lit cm aiy n the tax roll or latest deed) If applicant is a cc r on, liture of�uly hYujo:zed officer 1616n \ �7.� ti co o ate office Jos-P welt, System De�e�opment Manager Builders Licens o. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 9245 Route 25 - East Marion House Number Street Hamlet County Tax Map No. 1000 Section 31 Block 3 Lot 11.31. Subdivision Filed Map No. v" - Lot (Name) 2. State existing use and occupancy of premises and intended use anti occupancy of proposed construction: a. Existing use and occupancy Firehouse and Public Safety b. Intended use and occupancy PublicUtiIityWirel essTel ecommunicationFac iIity - Unmanned 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work i yWini nreties s aCl�ity 4. Estimated Cost $130,000.00 Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units N/A Number of dwelling units on each floor If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories X3.05 acres 9. Size of lot. Front Rear Depth lO. DateofPurchase 11/23/98 Eugene Kessler, as Executor of the Estate Name of Former Owner of Herbert R. Mandel 11. Zone or use district in which premises are situated 340 and HB 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO— /at 1 i m i ted O_/at1imited area of construction only 13. Will lot be re-graded? YES x NO—Will excess fill be removed from premises? YES x NO_ East Marion 9245 Route 25 14. Names of Owner ofpremises—Eire Distri Address East Marion Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at h 0 feet or below, must provide topographical data on survey. STATE OF NEW YORK) p S: COUNTY OF S 0, Joseph Sweet being duly sworn, deposes and says that i s)he is the applicant (Name of individual signing contract)above named, (S)Heisthe System Development Manager of New Cingular Wireless PCS, LLC (Contractor, Agent,Corporate Officer, etc.) Lessee - Authorized Agent of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me 's New Cingu a Wireless PCS, LLC — _day of 20_�4_ By: Notary Public i�natune of Applicant LAWRENCE C. RE' ose h Sweet, System Development Manager Notary Public,State of New York No, 52-4799664 Qualified in Suffolk Coupler • Commission Expires May 31 MAY 4 200,, FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 18, 2007 TO: SBA Network Services (Cingular/East Marion Fire District) 5900 Broken Sound Parkway NW Boca Raton, FL 33487-2797 Please take notice that your application dated April 13, 2007 For permit for co-location of a wireless communications antenna on an existing approved tower at Location of property: 9245 Main Road, East Marion County Tax Map No. 1000 - Section 31 Block 3 Lot 11.31 Is returned herewith and disapproved on the following grounds: The proposed antenna is not permitted pursuant to Article XXIV, 280-69, A., which states, "In Residential and Marine Districts including A-C, R-80, R-40, R-120, R-200, R-400 AHD HD, RR, RO MI and MII a wireless communication facility is subject to site plan approval and must meet the followingrete uirements. "(2) Wireless communication facilities on existing telecommunications towers shall require a special exception approval pursuant to this chapter unless otherwise allowed by the terms of a prior special exception approval." Therefore a special exception approval is required from the Southold Town Zoning Board of Appeals In addition, the proposed co-location requires site plan approval from the Southold Town Planning Dci)aArft_en_­t._Y_`oi.'1\mav now aDolv to these agencies directly. ,)i/7*- tho ' ed Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A., Planning S- • • �Tln MUNLEY7 MEADE9 XIEESEN & RE ATTORNEYS AT I.AW REPLV TO: 160 MIDDLE NEC. R. 36 Nl1RTR NEW YORK AVENUE GREAT NECK, NEW YORK 11021 HI: 'INOTON, NEW YORK 1.1743 (516)487-6500 (631)425-4100 TELP.COPIER TELEOOPIER (51.6)487-6539 (631)425-4104 May 4, 2007 BY HAND Ms. Jerilyn B. Woodhouse, Chairperson, And Members of the Town of Southold Planning Board Southold Town Hall Annex 54375 Main Road 7 Southold,NY 11971 RE: Application of New Cingular Wireless PCS, LLC For Site Plan Approval of Proposed Public Utility Wireless Telecommunications Co-location On Approved Tower Premises: East Marion Fire District 9245 Main Road East Marion,NY SCTM: 1000-31.00-03.00-011.031 Dear Chairperson Woodhouse and Board Members: As you know, we are the attorneys representing New Cingular Wireless PCS, LLC ("Cingular"), with respect to its captioned application for Site Plan Approval of its proposed co-location on the East Marion Fire District's approved emergency communications tower (Building Permit No. 32920). For your records we enclose herewith one copy of the new Denial issued by the Southold Building Department, dated April 18, 2007, together with ten (10) counterparts of revised zoning drawings, including site plans and elevations, to replace those which were previously filed with your office. The drawings have been revised to reflect Cingular's proposed installation on the approved pole Very truly yours, MUNLEY, MEADE, NIELSEN& RE By: L"re4ice1C. R& Lawrence C. Re LCR:db Enclosures FORM NO. 3 NOTICE OF DISAPPROVAL D �I DATE:',Ap ; 2007 M AY - 7 2007 TO: SBA Network Services (Cingular/East Marion Fire District) J 5900 Broken Sound Parkway NW �— Boca Raton, FL 33487-2797 Please take notice that your application dated April 13, 2007 For permit for co-location of a wireless communications antenna on an existing_approved tower at Location of property: 9245 Main Road East Marion County Tax Map No. 1000 - Section 31 Block 3 Lot 11.31 Is returned herewith and disapproved on the following grounds: The proposed antenna is not permitted pursuant to Article XXIV, 280-69, A., which states, "In Residential and Marine Districts including A-C, R-80, R-40, R-120, R-200, R-400, AHD, HD, RR. RO, MI and MII, a wireless communication facility is subject to site plan approval and must meet the following requirements. S21 Wireless communication facilities on existing telecommunications towers shall require a special exception approval pursuant to this chapter unless otherwise allowed by the terms of a prior special exception approval." Therefore, a special exception approval is required from the Southold Town Zoning Board of Appeals. In addition, the proposed co-location requires site plan approval from the Southold Town Planning DeDaFftn-e-n—t —Y`o`t1\mav now aDDIV to these agencies directly. e Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A., Planning OF SOUryolo Town Hall,53095 Main Road Fax(631)765-9502 P.O. Box 1179 CP • O Telephone(631)765-1802 Southold,New York 11971-0959 '0 ��Coum,� BUILDING DEPARTMENT TOWN OF SOUTHOLD NOTICE TO APPLICANT A decision rendered by the Building Department may be appealed to the Zoning Board of Appeals. Should you require information on how to apply, please contact the ZBA via telephone at 765-1809 or you may to the ZBA office at the Town Hall Annex during normal working hours. TOWN OF SOUTHOLD • BUILDIERMTT APPLICATION CHECKLIST BUILDING DEPARTMENT ou have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20_ contact: Lawrence C. Re' Approved 20_ Mailto: Munley, Meade, Nielsen&Re' Disapproved a/c 36 N. New York Ave. , Hunti ngton, M Phone: 631-425-4100 11743/ Expiration 20 -- Building Inspector APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. New Ci'ngular Wireless PCS, LLC (Signature of applicant or name,if a corporation) 333 Crossways Park Drive, Woodbury, NY 11797 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor,electrician, plumber or builder Lessee Name of owner ises East Marion Fire District �h A n the tax roll or latest deed) /De w re Limit d Li lit om aid If applicant is a co r on, azure o}'u Lia u o ze officer JosepP� $we� , System �e�eopmentci�nager Builders Licen o. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 9245 Route 25 East Marion House Number Street Hamlet County Tax Map No. 1000 Section 31 Block 3 Lot 11.31. 9 Subdivision Filed Map No. GLot . (Name) 2. State existing use and occupancy of P10mises and intended use ann occupancy0proposed construction: a. Existing use and occupancy Firehouse and Public Safety b. Intended use and occupancy Public Utility Wireless Telecommunication Facility - Unmanned 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work u is i rtayWire�ess e ecommunic tion acuity (Description) 4. Estimated Cost $130,000.00 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units N/A Number of dwelling units on each floor If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front Rear_ Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories /.3.05 acres 9. Size of lot. Front Rear Depth Eugene Kessler, as Executor of the Estate 10. Date of Purchase 11/23/98 Name of Former Owner of Herbert R. Mandel 11. Zone or use district in which premises are situated R40 and HB 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_ /at1imited area of construction only 13. Will lot be re-graded? YES x NO—Will excess fill be removed from premises? YES x NO East Marion 9245 Route 25 14. Names of Owner of premises Fire District Address East Marion Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) p S: COUNTY OFA!rQI Joseph Sweet being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)Heisthe System Development Manager of New Cingular Wireless PCS, LLC (Contractor, Agent,Corporate Officer, etc.) Lessee - Authorized Agent of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before met 's New Cingu a . Wireless PCS, LLC --�-day of� 20_M By: Notary ub� 1� ignature of Applicant ose h Sweet, System Development Manager LAWRENCE C. Re Notary Public,state of New York No. 52-4799664 Qualified in Suffolk Coury Commission Expires May 31 1 • APPEALS BOARD MEMBERS Mailing Address: kil Ruth D. Oliva �o��pF SO(/jyolo Southold Town Hall . Gerard P. Goehringer 53095 Main Road • P.O. Box 1179 SrJ� #t Southold,NY 11971-0959 fit` James Dinizio, Jr. Chairnen 00 Office Location: Michael A. Simon :Mk ,p�� Town Annex/First Floor,North Fork Bank Leslie Kates Weisman OI�C�� ��` 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 •Fax (631)765-9064 „ L FINDINGS, DELIBERATIONS AND DETERMI TI N MEETING HELD: MARCH 8, 2007 . _-J ZB File No. 5972 -- EAST MARION FIRE DISTRICT ken Property Location: 9245 Main Road, East Marion Zone Districts (split): HB Hamlet Business; R-40 Low Density Resta?' CTM 31-3-11.31 containing 3.05 acres SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. In addition, the Town Planning Board has issued a Negative Declaration with a Determination of Non-Significance dated September 11, 2006. PROPERTY FACTS/DESCRIPTION: The applicant's property contains 3.05 acres owned by the East Marion Fire District and improved with two Fire House structures, as shown on the site plan prepared by Infinigy Engineering dated 8/17/06. BASIS OF APPLICATION: The applicant requests a Variance under Section 280-69 (100-162A3, A5), based on an application for a building permit and the Building Inspector's July 25, 2006 Notice of Disapproval, concerning construction of a proposed wireless communication/telecommunications monopole tower on property owned, leased or otherwise controlled by a special district approved by the commissioners of the special district. The proposed tower will exceed the code limitation — with a height greater than 10 feet above the average height of buildings within 300 feet of the facility, OR higher than 10 feet above the average tree canopy height in that radius measured from ground level if there are no buildings within 300 feet. Also, if there are no buildings within 300 feet of the proposed facility site, all telecommunication towers shall be surrounded by dense tree growth to screen views of the facility in all directions. SPECIAL DISTRICT: The applicant, East Marion Fire District (EMFD), is an established special district for emergency communications on at least 4.35 acres of land. The EMFD maintains its fire station communication transmissions to and from this site, and the wireless communications tower would be in a location that provides sufficient space and height to provide an installation of a 450 Hz antenna, north of the firehouse. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application has been referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning replied in its communications dated November 24, 2006 and January 22, Page 2-March 8,2007 • • ,� ZB File No. 5972- East Marion Restrict CTM No. 31-3-11.31 2007 stating that the application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. TOWN CODE CHAPTER 95 (268) LWRP CONSISTENCY: This application has also been referred as required under Chapter 95 (268) of the Town Code, and LWRP Coordinator Mark Terry has issued a determination dated April 26, 2006, received October 23, 2006, stating that this application is consistent with the Policy Standards. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on November 30, 2006 and January 25, 2007, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant, East Marion Fire District, wishes to construct a telecommunications monopole tower to support public safety communications antennas, at a maximum height of 120 feet. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The site where the monopole antenna will be constructed is presently open space lying just north of the two structures that serve the community of East Marion as a firehouse. The site has been used for many years for the purposes of storing and maintaining fire fighting and associated support equipment such as fire trucks, hoses, ladders and radio equipment to communicate during actual fires. The addition of this monopole antenna will improve the reliability of the radio equipment currently in use. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The East Marion Fire District only owns one piece of real property, and it is upon this property that the monopole antenna will be erected. Security, electrical supply, and proximity to the source of dispatch demand that the principal antenna be located as close to the firehouse as possible. 3. The alternative relief granted herein is substantial. The variance sought by the applicant and the alternative relief granted herein, will increase the antenna height at least 90% over the code maximum. (The code requirement is a maximum of 60 feet in height.) Although a monopole antenna of this size will create some visual change in the area, this change must be balanced against the necessity of improving emergency communications for the community. 4. Granting of the alternative relief for a height variance will not have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district. The monopole antenna is designed to withstand the highest anticipated wind velocities and constructed in accordance to current engineering standards. All equipment required for powering and maintenance of the antenna will be located within a securely fenced area surrounding the base of the monopole, which ' Page 3—March 8,2007 • ZB File No. 5972-East Marion Fire ict CTM No. 31-3-11.31 will be screened by native plantings. All radio transmissions will be regulated by appropriate agencies. 5. The alleged difficulty has not been self-created. It is necessary to update the means of communications as technology advances with time. The current technology requires a certain tower height in order to guarantee adequate coverage of the fire district. 6. The proposed height is not the minimum that is necessary to preserve and protect the character of the neighborhood and the health, safety, and welfare of the community. The testimony presented was not sufficient to persuade that the antenna height of 120 feet is necessary to provide the desired coverage at the fire district. The Board considers the substantial alternative relief granted to be sufficient to satisfy the applicant's needs and to meet reasonable concerns of public safety. 7. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a telecommunications tower facility, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Simon, seconded by Member Oliva, and duly carried, to DENY the variance as applied for, and in the ALTERNATIVE, to GRANT a variance in the location shown on the 6-17-06 Infinigy Site Diagram (setbacks 105 feet from the north lot line, 196+/- feet set back from the westerly lot line), at a maximum antenna height of 110 feet, subject to the following conditions: 1) The covering of the monopole shall be painted a color that will make it blend into the area. The board suggests a neutral color such as gray or gray- blue. 2) No flag shall be placed upon the monopole antenna. 3) The monopole shall not be lighted except as required by law. That these ZBA conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members, Oliva, Goehringer Simon, and Weisman. Nay: Chairman Dinizio (in favor of requested 120 ft. hei h . This Res luti n was duly opted (4-1). Ja es Dinizio Jr., C air n 3/9/2007 Approved for Filing • rn. Prep. 315:upd. 317 AGENDA ZBA SPECIAL MEETING THURSDAY,MARCH 8,2007 6:00 P.M. Place of Meeting: Town Annex,2nd Floor NFB Building, 54375 Main Road, Southold. Call to Order by Chairman James Dinizio,Jr. 1. STATE ENVIRONMENTAL QUALITY REVIEW: (none—new applications pending reviews). 11. DELIBERATIONS/DECISIONS: PH concluded 1125: EAST MARION FIRE DISTRICT #5972. A Variance under Section 280-69 (100-162A3, A5) is requested, based on the Building Inspector's July 25, 2006 Notice of Disapproval, for construction of a proposed wireless communication/telecommunications tower on property owned, leased or otherwise controlled by a special district approved by the commissioners of the special district. The proposed tower will exceed the code limitation —with a height greater than 10 feet above the average height of buildings within 300 feet of the facility, OR if there are no buildings within 300 feet,these facilities shall not project higher than 10 feet above the average tree canopy height in that radius measured from ground level. If there are no buildings within 300 feet of the proposed facility site, all telecommunication towers shall be surrounded by dense tree growth to screen views of the facility in all directions. 9245 Main Road, East Marion; CTM 31-3-11.31 (3.05 acres). pHs concluded 2122: ERNESTO ADRIANO#6006. Request for a Variance under Section 280-124, based on the January 22, 2007 Building Inspector's Notice of Disapproval, and applicant's request to amend Building Permit #32026-z issued 5/23/2006, concerning the as-built location of a proposed dwelling at less than 75 feet from the rear yard lot line, at 2195 Edwards Lane,Orient; CTM 18-3-6.12. GEORGE and JEANNE BRAUN #5996. Request for a Variance under Section 280-124, based on the Building Inspector's October 225, 2006 Notice of Disapproval concerning a proposed addition to the existing dwelling at less than 10 feet on a single side yard and less than 25 feet for the combined side yards, at 2005 Bayshore Road, Greenport;CTM 53-4-11. LINDA COMMENDER and OTHERS #5999. Request for a Variance under Section 280-15, based on the Building Inspector's November 6, 2006 Notice of Disapproval concerning proposed additions to the existing dwelling, which creates a side yard instead of a rear yard for the existing accessory garage, at 1370 Highland Road, Cutchogue; CTM 102-8-31. CLAIRE JANNUZZI COPERSINO#6002. Request for Variances under Section 280-280-122 and 280-124, based on the Building Inspector's November 15, 2006 amended Notice of Disapproval concerning proposed additions and alterations to the existing dwelling,which will increase the degree of nonconformance when located less than 10 feet on a single side yard, less than 35 feet on combined side yards. Also requested is lot coverage in excess of the code limitation of 20%. Location of Property: 580 L'Hommedieu Lane and Old Shipyard Road,Southold; CTM 64-2-53. Page 2—Agenda • • Special Meeting March 8,2007 Southold Town Zoning Board of Appeals PHs concluded 2/22. continued., CAROLE DONLIN#6003. Request for a Variance under Section 280-124, based on the Building Inspector's December 4,2006 Notice of Disapproval concerning a proposed addition and alterations to the existing dwelling at less than 15 feet from the side yard line,at 910 New Suffolk Avenue, Mattituck; CTM 114-12-8. C. BARROWS HALL #6001. Request for a Variance under Section 280-15, based on the Building Inspector's November 30, 2006 Notice of Disapproval concerning a proposed accessory garage in a yard other than the code- required rear yard. Location of Property: Private Road off East End Road near Block Island Sound, Fishers Island; CTM 7-6-8. DOROTHY E. LOCKRIDGE #5997. Request for a Special Exception under Article III, Section 100-30A.2B and 10-31 B, subsections 14 (a-d) of the Southold Town Zoning Code. The applicant-owner requests an Accessory Bed and Breakfast for the renting of three guest bedrooms for lodging and serving of breakfast to not more than 10 casual and transient roomers, provided that the renting of such rooms is clearly incidental and subordinate to the principal single-family dwelling use. Location of Property: 9625 Main Road,East Marion; CTM 31.3-21. IV. RESOLUTIONS/UPDATED REVIEWS/OTHER: A. Resolution authorizing advertising of March 29,2007 public hearings in the town's official newspaper. Startof Meeting 9:15 A.M. Lehman Hearing carryover from 1/25/07. B. Resolution authorizing filing of Minutes prepared for Meetings of 1/11/07 and 1/25/07 with Town Clerk. C. Next ZBA Special Meeting Date: 6 P.M.Thursday,April 12th (deliberations/decisions/resolutions/work session). V. WORK SESSION: A. Monthly Reports(R0, LW,MS,GG) 1. Litigation Monthly Updates 2. Town Board Committee Monthly Reviews for Update Planning&Zoning Code Committee(s) LWRP Enforcement B. Other//Discussion Items or Updates(JD): 1. Regular Meeting/Public Hearings assignments,time of hearings, reading of Legal Notice,questions,etc. 2. Notices of Meetings or Committee Sessions(received as of today)(copies attached for Members). 3. VI. POSSIBLE EXECUTIVE SESSION (t/b/d, if any, regarding litigation). TOWN OF SOUTHOLD ARCHITECTURAL REVIEW COMMITTEE MINUTES December 14, 2006 4:00 p.m. Town Hall Meeting Hall Present were: Councilman Tom Wickham, Co-Chairman Ural Talgat, members Herb Ernst, Skip Lee, Ronald McGreevy, Howard Meinke, Nicholas Planamento, Elizabeth Thompson, Senior Planner Anthony Trezza, ARC Secretary Linda Randolph, and project reps. Minutes of the November 2, 2006 meeting and proposed 2007 meeting dates were approved. John Henry, Suffolk Times contributor, and a photographer were present for the purpose of writing a feature story about the ARC. Councilman Wickham addressed the Committee regarding its role in the site plan process and requested suggestions to take to the Planning Board which would improve the "seam" between the ARC and the Planning Board. Councilman Wickham requested and was given a copy of the ARC's 11/15/06 Winery Recommendations memo and said he will respond at or before the next ARC meeting, which is scheduled for January 18, 2007. New Applications: • Cutchogue Business Center 11-06 SCTM: 1000-83-3-4.6 TABLED: Pending receipt of the following: photos of the building from both roads, revised landscape plan, concept and parking layouts, aerial photos and any future buildings. Recommendation: consider addition of a cupola. • Pindar Vineyards Storage Bldg. 11/06 SCTM: 1000-85-2-14 TABLED: Pending receipt of photos from street. Suggestion: plant deciduous and evergreen trees along the eastern portion of the building and evergreen mix along western side, and show on plan. No rep present. Note to Planning Board re "as built" Committee discussed building without approval. • E. Marion FD Telecom Project SCTM: 1000-31-3-11.31 Committee approved light blue flagpole. Held Open Applications: • 13235 Main Road (King) SCTM: 1000-140-3-37 Conditionally approved pending plan to show outdoor lighting of building facade, fencing of a/c units, screened dumpster location. Recommended: longer shutters on 6 windows with panels. Motion: Elizabeth; Second: Nick. ARC Minutes December 14. 2006 Page Two Revisited Applications: • Heritage at Cutchogue Residential SP SCTM: 1000-102-1-33.3 TABLED. Recommendations to Planning Board: (1) integrate affordable units with other units; (2) significantly vary roof lines(planes & heights) of ranches using same elements and materials, but add new styles of architecture (shape and size; e.g. modern) vs. homogenized buildings. The meeting adjourned at 6:10 p.m. a Linda Randolph, Secreta P� EDWARD JOHN BOYD V ATTORNEY AND COUNSELLOR AT LAW 54655 MAIN ROAD P.O.BOX 1466 SOUTHOLD,NEW YORK 11971 1 F L4 (631)765.1555 - " NI FACSIMILE:(631)765.5969 _t E-MAIL:ejb@elilaw.net 1267 EAST MAIN STREET RIVERHEAD,NEWYORK 11901 (631)727-1010 ff -._.—^� FACSIMILE;(631)727-5524 L.�-- -- - EMAIL:eIE@elllaw.net � _..,.',.........„. .. ~....,. .rA.. Via^ December 8, 2006 Southold Town Planning Board Town Hall, 53095 Main Road Southold, NY 11971 At�h'% 1�Y1 tMD �QI�6 vv Re: EAST MARION FIRE DISTRICT Tax Map No.1000-31-3-11.31 Greetings: During the Public Hearing on November 30, 2006 before the Zoning Board of Appeals regarding the East Marion Fire District Application to construct a public safety communications antenna at the above-referenced location, several questions were raised by Zoning Board members as to whether it was necessary to construct the antenna so as present as a flagpole complete with illuminated flag or if the project could be completed as a monopole and finished in a neutral color such as light gray or light blue instead of the white as presented to and approved by the Planning Board. This letter is to advise that should the Zoning Board endorse a strong position that the tower should present as a monopole in a color other than white, the applicant would have no objection to such changes; our goal is to provide vastly improved communications for the safety of our firefighters through an antenna that is least noticeable to the community. If a simple change in design at this stage will make that goal a reality, we are pleased to comply. Very truly yours, Edward John Boyd V EJB/bv MAILING ADDRESS: PLANNING BOARD MEMBERS �a soP.O. Box 1179 JERILYN B.WOODHOUSE � �l0 Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS N Town Hall Annex MARTIN H. SIDOR G Q 54375 State Route 25 GEORGE D. SOLOMON �Ol a�� (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND y�'oU M �`�� Southold, NY I1 I' Telephone: 631 765.1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Ruth Oliva,Zoning Board of Appeals Chairperson From Amy Ford,Senior Planner Date: 23 October 2006 Re: East Marion FD Telecom 9245 State Route 25, East Marion SCTM# 1000-31-3-11.31 Zoning District: R-40/HB Please find attached a copy of the LWRP for the above reference project dated April 25,2006. Please do not hesitate to contact this office should you have any questions or need anything further. Once a decision is made please forward a copy to this office for our file. Thank you. MAILING ADDRESS: PLANNING BOARD MEMBER �q SOUTy 19 P.O. Box 1179 JERILYN B.WOODHOUSE �0� Old Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS H Town Hall Annex MARTIN H.SIDOR G @ 54375 State Route 25 GEORGE D.SOLOMON (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND COUNTV,� Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 12, 2006 Edward J. Boyd, Esq. 54655 Main Road P.O. Box 1468 Southold, NY 11971 Re: Proposed Site Plan for East Marion FD Telecom Located on the n/s/o NYS Route 25 approximately 494' w/o/s Stars Road known as 9245 State Route 25, East Marion SCTM # 1000-31-3-11.31 Zoning District: R-40 & HB Dear Mr. Boyd: The Southold Town Planning Board, at a meeting held on Monday, September 11, 2006, adopted the following resolution: WHEREAS, this site plan was for a proposed 120' cellular stealth flagpole-type tower with Cingular equipment internally installed at heights of 107' & 117'. The pole illustrates a USA flag at the top. The Fire Department antennae are externally located at heights of 120' & under 96'; all on a 3.0583-acre split-zoned parcel in the R-40 & HB Zones located on the n/s/o NYS Route 25 approximately 494' w/o Stars Road in East Marion. SCTM# 1000-31-3-11.31; and WHEREAS, on July 10, 2006, the Southold Town Planning Board, acting under the State Environmental Quality Review Act, pursuant to 6 NYCRR Part 617, made a determination that the proposed action is an Unlisted Action and initiated the lead agency coordination process on the application submitted on December 9, 2005; and WHEREAS, on July 25, 2006, the Southold Building Department issue a amended notice of disapproval for the East Marion Fire District; and WHEREAS, on August 3, 2006, the new agent Edward J. Boyd, Esq. submitted a revised site plan application indicating a change in the applicant, agent and proposed use; and WHEREAS, this site plan is for a proposed Firehouse and Public Safety Communications 120' cellular stealth flagpole-type tower with Cingular equipment internally installed at heights of 107' & 117'. The pole illustrates a USA flag at the top. The Fire Department antennae are externally located at heights of 120' & under 96'; all on a 3.0583-acre split-zoned parcel in the R-40 & HB Zones located on the n/s/o NYS Route 25 approximately 494' w/o Stars Road in East Marion. SCTM# 1000-31-3-11.31 ; and East Marion FD Telecom Page Two September 12, 2006 WHEREAS, on August 15, 2006, the Southold Town Planning Board, acting under the State Environmental Quality Review Act, pursuant to 6 NYCRR Part 617, established itself as lead agency and continued to review this Unlisted action as revised by the new agent; be it therefore RESOLVED that, on September 11, 2006, the Southold Town Planning Board, acting under the State Environmental Quality Review Act, performed a coordinated review of this Unlisted Action, and as lead agency makes a determination of non-significance and grants a Negative Declaration. Enclosed is a copy of the Negative Declaration for your records. If you have any questions regarding the above, please contact this office. Very truly yours, Jerilyn B. Woodhouse Chairperson Cc: Southold Town Zoning Board of Appeals Suffolk County Planning Department Southold Town Building Department New York State Dept. of Transportation Southold Town Board File Southold Town Engineer Enc: Negative Declaration f ' • ! MAILING ADDRESS: PLANNING BOARD MEMBERS OF soar P.O. Box 1179 JERILYN B.WOODHOUSE h0`�`� ��� Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS H Town Hall Annex MARTIN H. SIDOR G • OQ 54375 State Route 25 GEORGE D.SOLOMON ! (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND yC�Vi111`11`� Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significant September 11, 2006 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as lead agency, has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: Proposed Site Plan for the East Marion FD Telecom SCTM#: 1000-31-3-11.31 Location: On the n/s/o NYS Route 25 approximately 494' w/o Stars Road known as 9245 State Route 25, East Marion SEQR Status: Type I ( ) Unlisted (X) Conditioned Negative Declaration: Yes ( ) No (X) Description of Action: This site plan is for a proposed Firehouse and Public Safety Communications 120' cellular stealth flagpole-type tower with Cingular equipment internally installed at heights of 107' & 117'. The pole illustrates a USA flag at the top. The Fire Department antennae are externally located at heights of 120' & under 96'; all on a 3.0583- acre split-zoned parcel in the R-40 & HB Zones located on the n/s/o NYS Route 25 approximately 494' w/o Stars Road in East Marion. SCTM# 1000-31-3-11.31 Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed and it was determined that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. SEQR Negative Declaration Page Two September 11, 2006 No major change in the use of either the quantity or type of energy will occur. No known creation of a hazard to human health is expected to occur. The proposed action will not cause a substantial change in the use, or intensity of use, of land including agricultural, open space or recreational resources, or in its capacity to support existing uses. No substantial adverse change in existing air quality, ground or surface water quality or quantity, traffic or noise levels, no substantial increase in solid waste production, potential of erosion, flooding, leaching or drainage problems will occur as a result of this action. The property is zoned Hamlet Business (HB) and R-40 (Residential) and does not contain significant vegetation. No significant removal or destruction of large quantities of vegetation or fauna, no substantial interference with the movement of any resident or migratory fish or wildlife species, no significant impacts on a significant habitat area, no substantial adverse impacts on a threatened or endangered species of animal or plant or the habitat of such a species, and no other significant adverse impacts to natural resources will occur. The proposed action will not impair the character or quality of important historical, archaeological, architectural, or aesthetic resources or of existing community or neighborhood character. Based upon such, no significant adverse impacts to the environment are expected to occur should the project be implemented as planned. The proposed action is not in material conflict with a community's current plans or goals as officially approved or adopted. On August 24, 2006, the Suffolk County Department of Planning responded that as an interested agency they "have no objection to the Town of Southold assuming Lead Agency". On June 25, 2006 the East Marion Fire District responded that additional landscaping is recommended around the equipment compound in order to provide sufficient screening. The following was recommended by the Fire District, "A double row (staggered plantings) of larger plant material would have a greater visual effect'. Based upon such, no significant adverse impacts to the environment are expected to occur should the project be implemented as planned. There has not been any correspondence received from the Southold Town Zoning Board of Appeals, Southold Town Building Department, Southold Town Board, Southold Town Engineer or New York State Department of Transportation in the allotted time. Therefore, it is assumed that there are no comments or objections from these agencies. SEQR Negative Declaration Page Three September 11, 2006 For Further Information: Contact Person: Amy Ford, Senior Planner Address: Southold Town Planning Board Telephone Number: 631.765.1938 Cc: Southold Town Zoning Board of Appeals Suffolk County Planning Department Southold Town Building Department New York State Dept. of Transportation Southold Town Board File Southold Town Engineer 98124/20,36 12:0. 631-8Y3 -4044 S CLANI PLANING DEPT PA(aE 02 0 0 s COUNTY OF SUFFOLK STEVE LEvY SUFF OLKCOUNTY EXECUTIVE THDMASA.ISLES,A.I.C.P. DEPARTMENT OF PLANNING DIRECTOR OF PLANNING AugustZA,.2006 Ms.Amy Ford Senior Planner j Towr,of Southold P.O.J3ox 1179 Southold,NY :19 71 AUG 2 4 2006 Via Fax + Re:- Re, - #too 117arion FD Telecom 000 31-3-11.31 �...,.� ,.._. .:.._ _ .. E'Opx. o.: LS-G2032 Mat Ms,Ford: Your notification for SEQRA Coordination was received by our agency On July 3112006'Please be advised that our agency,the Suffolk Cocnty Planning Commission,is an interested agency and hence has no objectionto the Town of Southold assuming Lead Agency status for the above referenced action.The Suffolk County Planning Commission reserves tl is rightto comment on this proposed action in the future and wants to be kept informed Of all actions taken pui quant to SEQRA• Thank you for the opportunity t;1 comment an this action.We have no comments at L)e Present time. Siineeerreely, Peru K.Lamb rt —� Principal Planner r ' cc: Andrew Freleng,Chief Planner MiSLURATZ00613eathold',Eest Minor.Fp Te[ocont:los i � � � �nd 9002 E ,i.I lil+w:V.wiR!y:AAyµyfil✓� .. LOCATION NAILING AODMESS (8311 883.8180 H,LE[DENNISON BLDG.-4TH FLOOR . P.O.80X 8100 • tax(831)883- 044 100 VETERANS MEMO4tALHIGHWAY HAVPPAUGE,NY 11788.0089 EtEr 24/^2©r,5 12:U! 631765,3-4144 5 C PLANING DEFPAGE 01 Suffolk County Department of Planning FAX TRANS MISSION COVER SHEET TO: I ,From: Date: Subject: C ud reSfovu:,c YpUSHOULORECEIVE 2^ PAGE(S), I.'VaLDING THIS COM SHEET. IF YOU DO NOT REC.EAT AU THE PAGES, 'PL'FAS.E CALL (631) 853-5190. ;lrlessage.• �OG11CN NAIUNG AJURMS H. I-EE D[NNIOQN B OG. - 47H ruGR • P.O. Bcx 13100 ■ t63 U B53-B X00 I OC VCT BANS MENORIAL MM HAUPPAUGE, NY I 17$8.0099 FAX': t®31) 853.4044 MAILING ADDRESS: PLANNING BOARD MEMBES P.O. Box 1179 JERILYN B.WOODHOUSE �OF SO(/jyolo Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H. SIDOR w :c 54375 State Route 25 GEORGE D. SOLOMON �O (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSEND COUNTV, Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 15, 2006 Edward J. Boyd, Esq. 54655 Main Road P.O. Box 1468 Southold, NY 11971 Re: Proposed Site Plan for East Marion FD Telecom Located on the n/s/o NYS Route 25 approximately 494' w/o/s Stars Road known as 9245 State Route 25, East Marion SCTM # 1000-31-3-11.31 Dear Mr. Boyd: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, August 14, 2006: WHEREAS, this site plan was for a proposed 120' cellular stealth flagpole-type tower with Cingular equipment internally installed at heights of 107' & 117'. The pole illustrates a USA flag at the top. The Fire Department antennae are externally located at heights of 120' & under 96'; all on a 3.0583-acre split-zoned parcel in the R-40 & HB Zones located on the n/s/o NYS Route 25 approximately 494' w/o Stars Road in East Marion. SCTM# 1000-31-3-11.31; and WHEREAS, on July 10, 2006, the Southold Town Planning Board, acting under the State Environmental Quality Review Act, pursuant to 6 NYCRR Part 617, made a determination that the proposed action is an Unlisted Action and initiated the lead agency coordination process on the application submitted on December 9, 2005; and WHEREAS, on July 25, 2006, the Southold Building Department issue a amended notice of disapproval for the East Marion Fire District; and WHEREAS, on August 3, 2006, the new agent Edward J. Boyd, Esq. submitted a revised site plan application indicating a change in the applicant, agent and proposed use; and WHEREAS, this site plan is for a proposed Firehouse and Public Safety Communications 120' cellular stealth flagpole-type tower with Cingular equipment internally installed at heights of 107' & 117'. The pole illustrates a USA flag at the top. The Fire Department antennae are externally located at heights of 120' & under 96'; all on a 3.0583-acre split-zoned parcel in the R-40 & HB Zones located on the n/s/o NYS Route 25 approximately 494' w/o Stars Road in East Marion. SCTM# 1000-31-3-11.31; be it therefore 0 East Marion FD Telecom Page Two August 15, 2006 RESOLVED, that the Southold Town Planning Board, pursuant to Part 617, Article 6 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, the Planning Board establishes itself as lead agency and will continue the review. Enclosed is the revised site plan application for your review.* If you have any questions regarding the above, please contact this office. Very truly yours, Jerilyn B. Woodhouse Chairperson Cc: Southold Town Zoning Board of Appeals* Suffolk County Planning Department* Southold Town Building Department* New York State Dept. of Transportation* Southold Town Board* File Southold Town Engineer* Enc: *Revised site plan application date received August 3, 2006 S R� Submission Without a Cover Letter Sender: -1�/�joy5 �SQ , Subject: gST SCTM#: 1000 - Date: 000 -Date: �;�3�06 Comments: 1I1I�\ n �� \1'P Ll LrA-rl •� X02 u FAUG 2006 ` r 1 PLANNING BOARD MEMBE MAILING ADDRESS:� P.O. Box 1179 JERILYN B.WOODHOUSE �OF so P.O.Southold, NY 11971 Chair IL OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H. SIDOR w �c 54375 State Route 25 GEORGE L. SOLOMON �O (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND P3 eOUNTY, Southold, NY Telephone: 631 765.1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 27,2006 Re: Lead Agency Coordination Request East Marion FD Telecom 9245 State Route 25, East Marion SCIMM# 1000-31-3-11.31 Dear Coordinating Agency Reviewer: Please add the attached Lead Agency Coordination Request,dated July 27,2006,to the resolution beginning the SEQRA review dated July 11,2006. The Planning Board tentatively plans on making an environmental determination at its August 14, 2006 meeting. Accordingly,we would appreciate receiving your responses by August 11,2006 in order to give ourselves adequate time to review them Please do not hesitate to contact this office should you have any questions or need anything further. Thank you in advance for your assistance in this matter. Sincerely, Amy Ford Senior Planner Cc: Southold Town Zoning Board of Appeals Suffolk County Planning Department Southold Town Building Department New York State Dept. of Transportation Southold Town Board File Southold Town Engineer PLANNING BOARD MEMBEV • MAILING ADDRESS: P.O. Box 1179 JERILYN B.WOODHOUSE �OF SO!/Tyolo Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS Town Hall Annex MARTIN H. SIDOR CA ar 54375 State Route 25 GEORGE D.SOLOMON GcC JOSEPH L. TOWNSEND '� �� (cor. Main Rd. &Youngs Ave.) �yC,OUNTV Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE July 27, 2006 TOWN OF SOUTHOLD Re: Lead Agency Coordination Request Dear Reviewer: The purpose of this request is to determine under Article 8 (State Environmental Quality Review Act- SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617 the following: 1. Your jurisdiction in the action described below; 2. Your interest in assuming the responsibilities of lead agency; and 3. Issues of concern you believe should be evaluated. Enclosed please find a copy of the proposal and a completed Environmental Assessment Form(EAF) to assist you in your response. Project Name: East Marion FD Telecom 9245 State Route 25, East Marion SCTM# 1000-31-3-11.31 Zoning District: R 40/HB Requested Action: This site plan is for a proposed 120' cellular stealth flagpole-type tower with Cingular equipment internally installed at heights of 107' &117'. The pole illustrates a USA flag at the top. The Fire Department antennae are externally located at heights of 120' &under 96'; all on a 3.0583-acre split-zoned parcel in the R-40 &HB Zones located on the n/s/o NYS Route 25 approximately 494'w/o Stars Road in East Marion, SCTM# 1000-31-3-11.31. SEQRAClassification: ( ) Type I ( ) Type II (� Unlisted Contact Person: Amy Ford, Senior Planner/Bruno Semon, Senior Site Plan Reviewer (631) 765-1938 The lead agency will determine the need for an environmental impact statement (EIS) on this project. Within thirty(30) days of the date of this letter,please respond in writing whether or not you have an interest in being lead agency. Lead Agency Coordination Request Page Two July 27, 2006 Planning Board Position: (x) This agency wishes to assume lead agency status for this action. () This agency has no objection to your agency assuming lead agency status for this action. () Other (see comments below) Comments: Please feel free to contact this office for further inforination. Very truly yours, Jerilyn B.Woodhouse Chairperson Cc: Southold Town Zoning Board of Appeals Suffolk County Planning Department Southold Town Building Department New York State Dept. of Transportation Southold Town Board File Southold Town Engineer EAST MARION FIRE DISTRCT P 41� Board of Fire Commissioners PO Box 131 Main Road East Marion, NY 11939 (631) 477-0163 Fax (631) 477-8310 49 Email: EMFDistrict@optonline.net June 25, 2006 Amy Ford Senior Planner Town of Southold PO Box 1179 Southold, NY 11971 Re: Proposed Site Plan for East Marion FD Telecom Dear Ms. Ford, The Board of Fire Commissioners of the East Marion Fire District have reviewed the revised site plan for fire access and found it satisfactory. The only recommendation the Board requests is that the landscaping around the fenced in compound be sufficient to screen the compound entirely. The proposed landscaping does not achieve that goal. A double row (staggered plantings) of larger plant material would have a greater visual effect. This was a concern that was addressed with Cinqular at the outset of this project. Thank you for your consideration. fiJewry t'uly -your Walter Gaipa / Fire District Secretary { i JUL 24 ]2006 ,, MAILING ADDRESS: PLANNING BOARD MEMBER P.O. Box 1179 JERILYN B.WOODHOUSE �OF SOUjy�lo Southold, NY 11971 Char OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H. SIDOR GQ 54375 State Route 25 GEORGE D.SOLOMON �O (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSENDolyCOu '�„Q Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Date: July 11,2006 To: Ruth Oliva,Zoning Board of Appeals Chair From Jerilyn B. Woodhouse,Planning Board Chairperson Re: Appeal# 5826 Cingular Wireless (EFD) 9245 Main Road, East Marion SCM- 1000-31-3-11.31 Zone: R-40/HB In response to your memo dated May 30,2006 the Planning Board (PB) has reviewed the site plan for this project,last revised June 20,2006, and offers the following comments as stated in the previous memo sent to your office dated April 25,2006 (attached): • We are site planning this project under the Building Departments Notice of Disapproval dated October 10, 2005 stating that special exception approval is required prior to Planning Board approval. • The PB is currently reviewing a site plan drawing last revised June 20, 2006. The revised site plan relocates the proposed 120'flagpole cell tower and 16'x 22'equipment compound behind the existing accessory firehouse building,on the north side. • The PB feels that the new location helps mitigate the visual impacts of the tower,which will now be substantially blocked by the firehouse roof. In addition, clustering the equipment boxes behind the firehouse minimizes the lot area affected,maximizes the efficiency of the communications operations and allows for the implementation of the Hamlet Study recommendations to possibly utilize the open grass space on the north west side of the parcel for long term plans. We hope these comments will be useful to the ZBA in its review of this appeal. Cc: Planning Board members Enc: April 25, 2006 memo to ZBA regarding appeal# 5826 MAILING ADDRESS: PLANNING BOARD MEMBER P.O. Box 1179 JERILYN B.WOODHOUSE �Of soyolo Southold, NY 11971 Chair V` OFFICE LOCATION: KENNETH L.EDWARDS # Town Hall Annex MARTIN H. SIDOR 54375 State Route 25 GEORGE D. SOLOMON T �O (cor.Main Rd. &Youngs Ave.) JOSEPH L. TOWNSENDD�yrow,N Southold, NY I71, f` Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE July 11, 2006 TOWN OF SOUTHOLD Lawrence C. Re Munley, Meade, Nielsen & Re 36 North New York Avenue Huntington, New York 11743 Re: Proposed Site Plan for East Marion FD Telecom Located on the n/s/o NYS Route 25 approximately 494' w/o/s/ Stars Road known as 9245 State Route 25, East Marion SCTM # 1000-31-3-11.31 Dear Mr. Re: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, July 10, 2006: WHEREAS, this site plan is for a proposed 120' cellular stealth flagpole-type tower with Cingular equipment internally installed at heights of 107' & 117'. The pole illustrates a USA flag at the top. The Fire Department antennae are externally located at heights of 120' & under 96; all on a 3.0583-acre split-zoned parcel in the R-40 & HB Zones located on the n/s/o NYS Route 25 approximately 494' w/o Stars Road in East Marion. SCTM# 1000-31-3-11.31; be it therefore RESOLVED, that the Southold Town Planning Board, pursuant to Part 617, Article 6 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, initiates the SEQR lead agency coordination process for this unlisted action. If you have any questions regarding the above, please contact this office. Very truly yours, Jerilyn B. Woodhouse Chairperson Cc: Southold Town Zoning Board of Appeals Suffolk County Planning Department Southold Town Building Department New York State Dept. of Transportation Southold Town Board File Southold Town Engineer i • i . MUNLEY� MEADE9 XIELSEN R RE i AI OR YS AT LAW / RRpf.Y TO: ❑ REPLY TO: 160 MIDDLE NECK ROAR 36 NORTH NEW YORK AYENOE. GREAT NECK, NEW YORK 11021 RlS3V'f[NOTON, NEW YORK 11743 (516)487-6500 (631) 425-4100 TE.COP.ER TELEWYIER (516)487-6539 (631)425-4104 k.'ra„w June 26 2006 BY HAND D E F` W . Ms. Amy Ford Town of Southold Planning Board v UN 2006 111 Southold Town Hall Annex L ". 54375 Main Road Southold, New York 11971 RE: Application of New Cingular Wireless PCS, LLC For Site Plan Approval Proposed Public Utility Wireless Telecommunications Facility Premises: East Marion Fire District 9245 Main Road East Marion, New York District 1000 Section 31.00, Block 03.00, Lot 011.031 Dear Ms. Ford: We are the attorneys representing New Cingular Wireless PCS, LLC, with respect to the captioned matter. Enclosed herewith are ten (10) sets of revised site plans and elevation drawings, to replace those, which were previously filed with your office on August 31, 2005. The documents have been revised to reflect enhanced landscaping design and changes to the fencing were made to comply with the Southold Town Code. Very truly yours, MUNLEY, MEADE, NIELSEN &RE By: Lawrevw&C. R& Lawrence C. Re LCR/cp Enclosure MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 JERILYN B.WOODHOUSE �OF SOUjyolo Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR A Q 54375 State Route 25 GEORGE D.SOLOMON �O (cor.Main Rd. &Youngs Ave.) COw JOSEPH L.TOWNSEND � N Southold, NY IY11 (` Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 31,2006 Walter Gaipa East Marion Fire District P.O. Box 131 East Marion, New York 11939 Re: Proposed Site Plan for East Marion FD Telecom 9245 State Route 25,East Marion SCI'Mli 1000-31-3-11.31 In reference to the above, attached you will find a revised site plan dated August 8,2005 last revised March 22, 2006 by John S. Stevens for Infinigy Engineering. Please be aware the flagpole/tower and related equipment boxes have been relocated closer to the existing Fire Department building. Please review for fire access and recommendations. The enclosed site plan is for your review and records and does not need to be returned to the Planning Board. Thank you in advance. Sincerely, Amy Ford Senior Planner Cc: File 1 site plan (packet) prepared by John S. Stevens dated August 8, 2005 and last revised March 22, 2006. • MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 JERILYN B.WOODHOUSE so Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR C/a ]c 54375 State Route 25 GEORGE SOLOMON .Gt� ,O (cor.Main Rd. &Youngs Ave.) JOSEPH L..TOWNSEND OlyCOU Southold, NY Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector James A. Richter, Town Engineer Mark Terry, Local Waterfront Revitalization Program Coordinator From Amy Ford, Senior Planner Date: 31 May 2006 Re: Proposed Site Plan for East Marion FD Telecom 9245 State Route 25, East Marion SCIMN 1000-31-3-11.31 In reference to the above, attached you will find a revised site plan dated August 8,2005 last revised March 22, 2006 by John S. Stevens for Infinigy Engineering. Please be aware the flagpole/tower and related equipment boxes have been relocated closer to the existing Fire Department building. Please review for certification, comments and consistency. Site plan enclosed is for your review and records and does not need to be returned to the Planning Board. Thank you in advance. Cc: File 1 site plan (packet) prepared by John S. Stevens dated August 8, 2005 and last revised March 22, 2006. APPEALS BOARD MEMBERS �q SOU 9 Mailing Address: Ruth D. Oliva, Chairwoman � l QUO Southold Town Hall 53095 Main Road • P.O. Box 1179 3s Gerard P. Goehringer * #t Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Michael A. Simon 0 i� Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman ��'rou 54375 Main Road(at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUT Tel. (631)765-1809 • Fax(631) 765-9064 TOWN MEMO 3 � 1 TO: Planning Board FROM: Ruth D. Oliva, ZBA Chairwoman _ nd DATE: May 30, 2006 _Pian�ndBosd SUBJECT: Request for Comments Our Department has received updated site maps and is reviewing the subject application. The Planning Board is involved under the site plan review steps under Chapter 100 (Zoning), and your review and comments are requested at this time concerning the site plan elements of the Zoning Code. The file is available for review of additional documentation at your convenience. NAME TAX#/ ZBA BD NOD VARIANCE PLANS PREPARER ZONE DATE DATE STAMPED CINGULAR 31.-3-11.3 5826 10/10/05 Spec. Exception 3/22/06 John WIRELESS R-40 Wireless Stevens, PE (EFD) Zone Antenna on telecom. tower Your comments are appreciated as soon as possible. Thank you. Ends. MUNLEY9 MEADE� NIELSEN & RE /JS ATTORN£Y6 AT LAW REPLY TO: ❑ REPLY TO: 160 MIDDLE NECK ROAD 36 NORTH NEW YORK AYENCE GREAT NECK, NKW YVKK 11021 Ht' INGTON, NEW YORK 11743 (516)487-6500 (631) 425.4100 TP.,ECOPiER T£LECOPIER (516)487-6539 (631)425-4104 May 23, 2006 7 BY HAND MAY 2 3 2006 Mr. Victor L' Eplattenier Scutno',d ?own Town of Southold Planning Board P a° ng EDA Southold Town Hall Annex 54375 Main Road Southold, New York 11971 RE: Application of New Cingular Wireless PCS, LLC For Site Plan Approval Proposed Public Utility Wireless Telecommunications Facility Premises: East Marion Fire District 9245 Main Road East Marion, New York District 1000 Section 31.00, Block 03.00, Lot 011.031 Dear Mr. L' Eplattenier: As you know, we are the attorneys for Cingular in connection with the captioned matter. Enclosed herewith are ten (10) sets of revised plans, prepared by Infinigy Engineering Co., and dated March 22, 2006. Should you have any questions with respect to the foregoing, please do not hesitate to contact us. Very truly yours, MUNLEY, MEADE, NIELSEN &RE By: 0 Janine Marc ese /j Enclosure TOWN OF SOUTHOLD ARCHITECTURAL REVIEW COMMITTEE MINUTES May 4, 2006 4:00 p.m. Town Hall Conference Room Present were: Chairman Sanford Hanauer, members Herbert Ernest, Ronald McGreevy, Howard Meinke, Nicholas Planamento and Ural Talgat, Senior Site Plan Reviewer Bruno Semon, Senior Planner Amy Ford, ARC Secretary Linda Randolph, and project representatives. The following correction was made to the minutes of the March 1, 2006 meeting "attendees: add Ronald McGreevy, delete Howard Meinke" Revisited Applications: East Marion FD Telecom project SCTM: 1000-31-3-11.31 New location approved. The suggestion was made to add street trees on the east side of the property along NYS Route 25. Osprey's Dominion Conservatory SCTM: 1000-75-1-20.1 Approved as revised. Recommended: 75W duranodic bronze louvered guard lighting 8" sq. x 11-1/2" high extended 3-1/2". Duck Walk Vineyards SCTM: 1000-75-2-2.6 Reviewed and approved revised site plan. Recommended: Lighting only during open hours and for special functions; perimeter parking lights on a separate circuit; submit 2 front light and chandelier cuts; upgrade hedge spacing from 4' to 3'. Malon Industries SCTM: 1000-97-5-4.5 Reviewed plans detailing window elevation; approved subject to signage and additional light cuts: maximum height from grade not to exceed 6' to the top of the sign. Mullen Motors SCTM: 1000-62-3-22.5 Tabled, subject to receipt of elevations, catalog cuts of garage doors (barn style). Recommended: consider addition of windows, tie materials in with those of Colonial Village. Requested light cuts, wattage, samples, and interior building section showing a lift with vehicle. RWM Enterprises (aka Colonial Corners) SCTM: 1000-62-3-22.1 Approved as submitted. 0 ARC Meeting Minutes Page Two May 4, 2006 New Applications: FHV LLC/North Fork Custom Audio & Video SCTM: 1000-125-1-19.7 Approved as submitted. 13235 Main Road Corporation SCTM: 1000-140-3-37 Recommended: Colonial panels under windows or 8' windows, window flowerboxes along access path/front area; submit lighting, signage, colors, material samples. Applicant will submit new plans. M&R Developing SCTM: 1000-96-1-1.8 (Previously approved lot part of Tide Group Subdivision) Recommended: Coordinate/match color of roof, parking light fixtures and signage to North Fork Self Storage for uniformity of details. Addition of windows, awning, reverse gabling on front, barn-type features. Gable roof structure along road side; elevation should be hipped roof structure. Add two maple trees near retaining wall on west side of property. Possible screening of dumpster. Montauk Bus Company SCTM: 1000-96-1-1.2 Recommended: Taller cedar trees. Four sugar maples 40' on center closer to parking area on west side of parcel; more definition and detail in elevations. Suggested: addition of cupolas. Same comments as M&R. Sheren Medical Building SCTM: 1000-55-5-10 Approved, with the following recommendations: a different street tree in front on CR48, possibly an oak species. Change arborvitae to cedar trees. Concern regarding backup. Round curbing along parking areas. Any plumbing vents should be along left side on the east side of building. The Meeting Secretary will look into availability of larger room for next meeting and will prepare and circulate monthly meeting dates for the rest of 2006. The meeting was adjourned at 7:10 p.m. dQ-df_ c_�� Linda Randolph ARC Secretary MUNLEY9 MEADE� XIELSEN & RE (�S �-1 ATTORNEYS AT LAW REPLY TO: LJ REPLY To: ICJ 1' 160 MIDDLE HECK ROAR 36 NORTH NEW YORK ANENt'E GREAT NECK, NEW voRK 13021 HI:N..., NF.W YORK 11743 (516) 487-6500 (631) 425-4100 TELECII.ER TELEGOPIER (516)487-6539 (631)425-4104 .y May 1, 2006 VIA FIRST CLASS MAIL Mr. Victor L' Eplattenier Town of Southold Planning Board i Southold Town Hall Annex 54375 Main Road Southold,New York 11971 RE: Visual Study Crane Test for Public Utility Wireless Telecommunications Facility Proposed By New Cingular Wireless PCS, LLC (`Cingular') Premises: East Marion Fire District 9245 Main Road East Marion, New York District 1000 Section 31.00, Block 03.00, Lot 011.031 Dear Mr. L' Eplattenier: As you know, we are the attorneys for Cingular in connection with the captioned matter. Enclosed herewith is the legal notice concerning the rescheduled visual study crane test for the proposed public utility wireless telecommunications facility. Said notice shall be published in the May 4, 2006 edition of The Suffolk Times, which we understand is the Town of Southold's official newspaper for legal notices. Should you have any questions with regard to the foregoing, please do not hesitate to contact us. Very truly yours, MUNLEY, MEADE, NIELSEN & RE By: ct Janine Marchese /jm-� Enclosure 0 0 LEGAL NOTICE ON MAY 16, 2006, A VISUAL STUDY WILL BE PERFORMED AT THE PREMISES, 9245 MAIN ROAD, EAST MARION, NEW YORK, BETWEEN THE HOURS OF 9:00 A.M. AND 11:00 A.M., IN CONNECTION WITH AN APPLICATION BY NEW CINGULAR WIRELESS PCS, LLC, SEEKING MUNICIPAL APPROVAL FROM THE TOWN OF SOUTHOLD FOR THE INSTALLATION OF A PUBLIC UTILITY WIRELESS TELECOMMUNICATIONS FACILITY. AS PART OF THE VISUAL STUDY, A CRANE WILL BE PLACED AT THE PREMISES TO AID IN ASSESSING THE VISUAL IMPACT OF THE PROPOSED PUBLIC UTILITY WIRELESS TELECOMMUNICATIONS FACILITY. IN CASE OF INCLEMENT WEATHER ON MAY 16, 2006, THE STUDY WILL INSTEAD BE PERFORMED ON MAY 17, 2006. MAILING ADDRESS: PLANNING BOARD MEMBEV raF SQ(�jy P.O. Box 1179 JERILYN B.WOODHOUSE Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR • 54375 State Route 25 GEORGE D.SOLOMON (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSENDycourm Southold, NY n 1, Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD To: Town of Southold Planning Board From: Mark Terry, Senior Environmental Planner LWRP Coordinator Date: April 26, 2006 Re: Proposed Site Plan for East Marion Fire District Telecom Located at 9425 NYS Route 24, East Marion SCTM #1000-31-3-11.31 Zone: R-40 and HB The proposed action has been reviewed to Chapter 95, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LW-RP Consistency Assessment Form submitted to this department as well as the records available to me, it is my detennination that the proposed action is generally CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP provided that the following standard best management practices are implemented. Pursuant to Chapter 95, the Planning Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Policy ]. Foster a pattern of development in the Town of Southold that enhances community character,preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. The property is located south of a designated New York State Scenic Byway. Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. Policy Standards 3.1 Enhance visual quality and protect scenic resources throughout the Town of Southold. A. Minimize introduction of structural design components (including utility lines, lighting, signage and fencing) which would be discordant with existing natural scenic components and character. 0 0 The proposed action is located south of State Road 25, a New York Scenic Byways. The monopole cell tower is proposed at 90' and will impact the scenic quality of the area. Mitigation proposed by the applicant to reduce impacts include painting the monopole white. To further mitigate visual impact the following is recommended. 1. Require that the compound be relocated east of and behind the fire station building. The move would further cluster the development on the parcel and use existing development to screen portions of the proposed compound. Policy S. Protect and improve water quality and supply in the Town of Southold. To further Policy 5, and protect and improve the water quality and supply in the area, it is recommended that the following best management practices be required: 3. Require the use of native plants and encourage the use of disease-resistant and drought-tolerant plants in landscaping. 4. Require a maintenance plan and two year survival requirement for all planted vegetation. 5. Recommend the use of mulch materials generated by the Town of Southold Compost Facility which contribute to the replenishment of organic matter in local soils and help reduce the reliance of fertilizers and herbicides and minimize the reduction of fertilizers and herbicides in the Town's ground and surface waters. Please contact me at(631) 765-1938 if you have any questions regarding the above. Cc: Bruno Semon, Senior Site Plan Reviewer • • MAILING ADDRESS: PLANNING BOARD MEMBERSO f SOU O P.O. Box 1179 JERILYN B.WOODHOUSE ljy Southold, NY 11971 Char OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H. SIDOR H 54375 State Route 25 GEORGE D.SOLOMON i5k �O (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND IyCOOlm,�..A Southold, NY (� Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE Date: April 25, 2006 TOWN OF SOUTHOLD To: Ruth Oliva, Zoning Board of Appeals Chair From: Jerilyn B Woodhouse, Planning Board Chairperson Re: Appeal # 5826 East Marion Fire Department Cingular Wireless Telecom 29245 Main Road, East Marion SCTM: 1000-31-3-11.31 Zone: R40 HB In response to your memo dated April 3, 2006, the Planning Board (PB) has reviewed the revised site plan and offers the following comments: • We are site planning this project under the Building Departments Notice of Disapproval dated October 10, 2005 attached as A-0, the notice indicates that a special exception approval is required prior to Planning Board approval. • The PB is currently reviewing a site plan drawing dated March 17, 2006. See the attached drawing. The revised site plan relocates the proposed 120' flagpole cell tower behind the existing accessory firehouse building, on the north side. • The NYS DOT replied by letter dated January 6, 2006 after review they "do not have any comments concerning the installation of the communication tower at this time", additionally be advised any utility work will require an application to them and the NYS DOT indicated that the "permit application should be sensitive to the unique visual and historical setting of the Long Island North Shore Heritage Area". See the letter attached. • The East Marion Fire District responded on January 6, 2006 after review with the request "that the landscaping be upgraded to fully screen all fencing, including barbed wire in addition to other ground equipment and structures" and the Planning Board will require full screening. See attached letter. • Prior to PB approval, this application will require the following approvals: Southold Town Building Inspector, Town Engineer, LWRP, East Marion Fire District, NYS DOT (only if utility work occurs on the NYS ROW) and the Architectural Review Committee. • The Planning Board will require a bond to be in place for tower decommissioning prior to approval and recommends the same condition to the ZBA. 0 0 East Marion Fire Department Cingular Wireless Telecom Page Two April 25, 2006 • In view of the Planning Board's continued concern about the visual impacts of the 120' cell tower, the new proposed tower location was discussed placing the tower as close as possible to existing Fire Department structures. The equipment boxes are now to be placed behind the Fire Department structure, and needs to be surrounded by heavy landscaping located as close to the existing structure as possible. • The Planning Board feels that the new location helps mitigate the visual impacts of the tower, which will now be substantially blocked by the firehouse roof. In addition, clustering the equipment boxes behind the firehouse minimizes the lot area affected, maximizes the efficiency of the communications operations and allows for the implementation of the Hamlet Study recommendations to possibly utilize the open grass space on the north west side of the parcel for long term plans. We hope these comments will be useful to the ZBA in its review of this appeal. cc: Planning Board members attachment • • A -o FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 10, 2005 TO: Munley, Meade, Nielsen & Re a/c East Marion Fire District 36 North New York Avenue Huntington, NY 11743 Please take notice that your application dated September 7, 2005 For permit for construction of a telecommunications tower and equipment structure at Location of property: 9245 Main Road, East Marion County Tax Map No. 1000 - Section 31 Block 3 Lot 11.31 Is returned herewith and disapproved on the following grounds: The proposed telecommunications tower and equipment structure on this 3.05 acre parcel in the Residential R-40 District is not permitted pursuant to Article XVI Section 100-162 Site plan approval is required from the Southold Town Planning Board Special Exception approval is required from the Southold Town Zoning Board of Appeals AApplicant may aDDIV to the Zoning Board of Appeals forspecial exception approval and The Plannin Board tan avro al. Authoirzed Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department, CC: file, Z.B.A. 04;04/20;6 I j:Ui euaaaa0a PAGE 01 ., 14 MUNLEY,MEADE,NIELSEN&Rt ATTORNEYS AT LAW 36 Nonb New York Avenne Huntington,New York 117432 (7� I'L 1111 2 D r Jy (631)425.41911 ; 1 APA - 5 2006 Telecopler L'}I (631)425-4104 1 cTM�,^,.�...�.pm7fraculMw,ur:sW,:sr. .......:,.,F+r.wr®.�• TELECOPY TO THE FOLLOWING NUMBER: 631-7655-3136 TO: Mr. Victor LBplattenier, Site Plan Reviewer,Town of Southold RE: Application for Site Plan Approval New Cingulai Wireless PCS,LLC; Premises: East Marion Fire District 9245 Main Road East Marion NY FROM: ' Ryan Dassau DATE: April 4, 2006 MESSAGE. Transmitted herewith please find the revised preliminary site plan (3rd revision) for the above-mentioned proposal. Please note that the location of the proposed facility remains the same. The engineering firth merely revised several of the setback measurements.Please review and distribute as necessary.We will attend the ARC meeting this Thursday afternoon, April 6,2006 to discuss the new location.Please do not hesitate to contact our office with any questions or comments you may have. Thank you. TOTAL NUMBER OF PAGES: 4 (Including Cover Page) PLEASE NOTE The information contained in this facsimile message is privileged and confldential and is Intended only for the use of the individual named above and others who have been specifically authorized to receive such Information. If the recipient is not the intended recipient,you are hereby notified that any disseminatlon, distribution or copying of this communication is strictly prohibited. If you have received this communication in error,or if any problems occur with transmission., please notify us immediately by telephone at(631)425-4100. Thank you, l4l64/2006 13:01 doolOul)N PAGE 02 , R611E PLAN IS NOT TO SOME. AONA. D OONa110.N OF'EriSRUG BUIIDINC 3TRUCTURE 13 NOT wmr is ON THIS PIAN, CWCULAR COMPOUND AND TOWER SETBACK DIMENSIONA ARE TRUE FROM PROPnM UNE55, \ 6) \ M%-0 hL CMGRCA r6771'�. FtTCED CfASlf ARCA \ EXISTING w �Te•. � r � rNc sue „ p!c�C%�,'�• \� r •11 �'! � C�Y ,\ TJ \ \ X1`6 a PBJPoS6D :20" Exts}iNG�•, m a �.� /UCroGE— / V GV:NING r�• �' ,/ \ PROPOSED ACOS MROGcq EXISTING ENTRANCE AND \ '�� _-� Pu(KING AREA / r f NEuOJ6r �•. ?�-MPRDAWATE JTIJJTV ROUTE OF RROPGSm POWE,yIRUQ CONDUIT., v E%19dINC UnOtV vOLE CALIEo Hum OVERALL S17E PLAN GRAPHIC SCALE 100' 0 1G0' APPROXIMATE SCALE: 1" = iDD --0" owNCR INP6 y: o ei _ �CINGDUA WINN,S: OAIE, PR nFOP T' itifOPLL4.'iON: --�.�_ GAGE I OF �rROPCpRr rnP ,p0 � �ry I� �ryy `' APPRex. Sc Le EXHIBIT PLAN Ip0ap1',_�-0l-ox- . I n f l I I I g y AS Nono LEASE Otl-07 AGingular & ``—r�r•// TUNNc JURlsacnanx e n e > r n w��;/� SITE I.D. LI-1017 9]ulwln e,o uurzrta^w WIRELESS ^°^^^1L w some SITE vR_Ss li arw^R:�rro,ow-soft MAINROAD Fnx h( o).-raeF EAST MARION, NY 11929 04/04/20@E 13:01 00000300 PAGE 03 FROPOSEO IFNOSY.APE =,471UM OP ON 70'-0 N.1'xd"9 CM'GUTAR EGMAPMfNr CDNCREi£PA0 \ --PROPOSED WFV£OnDE r�R��GGfF PROPOSLo CBVG" a �`�""' \ « —PROPOSED 110' Ei)f~vr ?4 PROPOSfO FQWfR % �- `PROPOSED GPS raC0 FRAME. � `.` ANFENN4 `PROPOSED CINGUUR 1022' PROPOSED G47E.--/ FfMC€O CEASE MEA CA n NomN SITE LAYOUT GRAPHIC SCALE D' 0 10' APPROXIMATE SCALE: 1" = 10'-0" GNCUA INM-j-�p�—_� pgDPEPn iNibenwn:�rL PAGE 2 OF� Pl10PExt*JM b/; NEW AVFgIz, S�JALF - -e,_,�_ I n f i n i g �/ AS NSP LEASE Ex e X21 cingular �/ EXHIBIT FLAN zQ�ua�so�craN. **�w e n �7 s n e e r r, p o"�:ro SITE em uen ,wr 01 `M a LD. 11-1017 WINE4FS5 CE IV- SrtE AC anec e. )ew-me (�'o7°ew-zea bIAIN ROAD EAST MARION, NY 11939 _. 0�iiO4/20 E, 12.: "s; 00000�I�E� PAGE 04 lA SECTOR 1 - 30' FIFO FOLE �fb, myE�El SECTOR .1 — 2SC' .—^ FIRE L1'PARIMEM EQVIPMEM AND �rcOR Z — 150' �NroBlEfSWMERS) �`^'PROPMD PWOUTAR ANTENNA (TY4 2 PER SECTOR) PROPOSED VAIN AR AN?ZNNA FRAME PLAN VIEW ANTENNA AREA xrrr to S E T I PROPOSCD 120' RACKtE' (BY ONERS)— � I � FIRE CCPAR'U"r "'' PMENr (70 BE SUPPLIED ANC III D INSrALiED @Y ORfERSf I ,I O a♦�Nicn cws I� i PROP'OSEO FQUIPMENr \\ III GiAfN[FS--.� —t L— SOUTH FLAGPOLE ELEVARON NBT TO a.ALF 7ER I('6W� NRIAI , p, : CIHO a IN"NIS: GATE: PN°PERTY e"IP MATI°I(. PACE J OF J PPPFkRY TAK IO{: ® NHW aPPRO%, SCAF vp�°-0g3 w_PL_ rn f n a \/ As w� LEASE EXHIBIT PLAN igT N4 JURtSUIOpny; Acingular " " a I6 a e�rAin g `- / o3%T7/oe SITE Lp, LI-1017 WIPEl6y6 Ra�P�Tc SIT EGS. I 0)OM-COtla MAIN ROAD `AS'T MARION, NY 11939 �S 3. - *us'. STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION TEN 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK 1 1788 www.dot.state ny.us - SU9CHAK P. TI, E. REGI MADISON, JR. REGIONAL DIRECTOR � .,)C MM'ISSIO•NER 1, t I January 6, 2006 ,Ah 1 2006 Mr. Victor L'Eplattenier, Site Planner Town of Southold Town Hall 4 t - - P. O. Box 1179 Southold,NY 11791 Your December 23, 2005 Submission East Marion Fire District Communication Tower Site Plans - Last Revision Date 10/04/05 Route 25, East Marion SCTM 1000-31-3-11.31 Our Case No. 06-007P Dear Mr. L'Eplattenier: This is to acknowledge receipt of your submission on the above permit application. The scope of the work involved at this location will not have a significant impact on the State highway system. We do not have any comments concerning the installation of the communication tower at this time; however, a Highway Work Permit will be required by us if any utility connections, work or vehicle staging will occur within the State highway right-of-way(ROW). Any utility work proposed in State Highway ROW will require application and submission of plans (installation details, restoration details and Maintenance and Protection of Traffic plan - all referenced to NYSDOT specification item numbers and the Manual of Uniform Traffic Control Devices) to our Riverhead Maintenance facility. The applicant may contact Mr. Kevin Matthaei at (631) 727-1731 for further directions regarding Utility Highway Work Permit applications. This permit application should be sensitive to the unique visual and historic setting of the Long Island North Shore Heritage Area, which runs from the Queens/Nassau County line to Orient Point, and from Route 25 or I495, whichever is farther south, north to Long Island Sound. Questions concerning this matter should be directed to Mr. Mark Wolfgang at(631) 952-7973. Please send all correspondence to his attention at the above address. Kindly refer to the subject case number and County tax map number in all correspondence. Mr. VictorL'Eplattenier January 6,2006 Page 2 Thank you for your cooperation concerning this matter. Very truly yours, HAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety Mr. Peter Harris, Superintendent of Highways, Town of Southold Ms. Jerilyn Woodhouse, Planning Board Chairperson, Town of Southold Ms. Wendy Brodsky, Long Island North Shore Heritage Area Planning Commission SAS:MW:SME R3 , EAP MARION FIRE DIST I T s, Board of Fire Commissioners �4 PO Box 131 Main Road East Marion, NY 11939 (631) 477-0163 Fax (631) 477-8310 to Email: EMFDistrict@optonline.net January 6, 2006 Victor L'Eplattenier Site Planner Town Hall Annex 54375 State Route 25 Southold, NY 11971 Re: East Marion Fire District Telecom Dear Mr. L'Eplattenier, The Board of Fire Commissioners of the East Marion Fire District and the Chief of the East Marion Fire Department have reviewed the enclosed site plan and found that the current fire access is sufficient for the plan as proposed. In addition the Board would like to request that the landscaping be upgraded to fully screen all fencing, including barbed wire in addition to other ground equipment and structures. The Board is considerate of the fact that the tower and equipment are in public view and would like to enhance the setting as much as possible. Thank you for your assistance in this matter. Very�tn�lyyours j �Walter Gaipa / -` - Fire District Secretary EAST MARION FIRE DISTRICT Board of Fire Commissioners PO Box 131 Main Road East Marion, NY 11939 (631) 477-0163 Fax (631) 477-8310 Email: EMFDistrict@optonline.net January 6, 2006 Victor L'Eplattenier Site Planner Town Hall Annex 54375 State Route 25 Southold,NY 11971 Re: East Marion Fire District Telecom Dear Mr. L'Eplattenier, The Board of Fire Commissioners of the East Marion Fire District and the Chief of the East Marion Fire Department have reviewed the enclosed site plan and found that the current fire access is sufficient for the plan as proposed. In addition the Board would like to request that the landscaping be upgraded to fully screen all fencing, including barbed wire in addition to other ground equipment and structures. The Board is considerate of the fact that the tower and equipment are in public view and would like to enhance the setting as much as possible. Thank you for your assistance in this matter. Very jtruly yours ham `a Wlter Gaipa Fire District Secretary Mr. Victor L'Eplattenier January 6, 2006 Page 2 Thank you for your cooperation concerning this matter. Very truly yours, HAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety Mr. Peter Harris, Superintendent of Highways, Town of Southold Ms. Jerilyn Woodhouse, Planning Board Chairperson, Town of Southold Ms. Wendy Brodsky, Long Island North Shore Heritage Area Planning Commission SAS:MW:SME s , XXCELSIOR STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION TEN ,g 250 VETERANS MEMORIAL HIGHWAY w- HAUPPAUGE, NEW YORK 1 1788 - www.dot.state ny.us _,-. SU BIMAL CHAKRA BO RTI, P.E. 15,I`IA" J M4D)SON, JR. REGIONAL DIRECTOR .rte; 1 V � �.IC MM15S tOi4ER January 6, 2006 JAS 2006 Mr. Victor L'Eplattenier, Site Planner Town of Southold Town Hall P. O. Box 1179 Southold,NY 11791 Your December 23, 2005 Submission East Marion Fire District Communication Tower Site Plans - Last Revision Date 10/04/05 Route 25, East Marion SCTM 1000-31-3-11.31 Our Case No. 06-007P Dear Mr. L'Eplattenier: This is to acknowledge receipt of your submission on the above permit application. The scope of the work involved at this location will not have a significant impact on the State highway system. We do not have any comments concerning the installation of the communication tower at this time; however, a Highway Work Permit will be required by us if any utility connections, work or vehicle staging will occur within the State highway right-of-way(ROW). Any utility work proposed in State Highway ROW will require application and submission of plans (installation details, restoration details and Maintenance and Protection of Traffic plan- all referenced to NYSDOT specification item numbers and the Manual of Uniform Traffic Control Devices) to our Riverhead Maintenance facility. The applicant may contact Mr. Kevin Matthaei at(631) 727-1731 for further directions regarding Utility Highway Work Permit applications. This permit application should be sensitive to the unique visual and historic setting of the Long Island North Shore Heritage Area, which runs from the Queens/Nassau County line to Orient Point, and from Route 25 or I495, whichever is farther south, north to Long Island Sound. Questions concerning this matter should be directed to Mr. Mark Wolfgang at (631) 952-7973. Please send all correspondence to his attention at the above address. Kindly refer to the subject case number and County tax map number in all correspondence. 04/04/20'06 1: :Ni 00L'160Ut7G PAGE 04 AA t//- • 14 //'��•s/ye�C7iOR 1 - 30' f /�i{Af FOLIE (3 oinE�cl SECTOR 3 - ZSO'\ �-^ RRf OfPA, DIME F IQINT fR7 Bf SLWPLIEO,4N0 9ECT0R 2 - 150' )NSIALLED BY 07NEPS) �-,•PROPO£EO CWOUTAR ANIENHA (M R PER SECTOR) PRGWOSfD CINti`L7LAR ANTCNNA FRAME PAN VIEW nNrE>rru aREA�� N01 iJ SC4E ( -� PROPOSED 120' FNG°OLf('BY OIH£RSf--� � FIRE DCPAR7M-17JF EQUIPMENt r ((TO BF SUPPUEOND A MJ3/ALCED BY OPIfRS)---�_ III � N 6 PR�P0.S£n G/'S t I fT) £QU "f vll •�` PROIsfD FEhEE --_ -� Illi SOUTH FLAGPOLE ELEVATON NOl TO 1.AS . JEER If NmA�;_ __ CINGIILL INrt�µI5;- Pah: PRJPEGry ivF'NMATI06: PPOPtRr'TAN IDf: � NEW 4PPR0%. SCALE 1uaJ-•.-w-u�.uo- I n f l n g As aorto LEAs oll-ue�ti � E EXHI cingCllarl JnaineolingW eAE m �uRlsJlenoe. m/n/oe SITE =11J939 eroy�psnr,wav WIAELGS6 ROSVMy ry,v0ov5 Slf ESS: 1ECt+oii�'0-iee° MAIN ROAD __� '__-'—i —� -` "°-�'• EAST MARIO 04/o4i2ooE 1.-d:k11 90'3rJoDoo PAGE E3 • ! A3 PRDPOSEO UNOSfAPE \ 0347M DF CINGU(AR EQUIPMENT COAE�OlkP'2W MP \ \� —HRd7CfStD WASECUIDE 1t AAWO-sm . XT ,N6" \—P.AGPPOCsE rz0 Pg0P0SED PQWER/ - �\; \ ��PROPOSED CPS lE_CG •`.\ AN7ENN1 PROPOSED CINCUTAR IB'X2Z' PROPOSED V7E --1 FENCED LEASE A?EA CAIlfD NORM S17E LAYOUT GRAPHIC SCALE 10' APPROXIMATE SCALE V' 10'—Q" DWNee __ (MNCIIIAN INIMLS��. J eaooeary n+roDM.nDu, encE 2 ov Z PR ow TJ% IDr� O NEW AFFFpx, SCALE moo-wr Tl-.11 ao- ,�f+ I n t i n l g v � ~ D LEASE EXHIBIT PLAN oil-W7 Acingular en glc eerinp zoNlNo tiR�sD:cnou. w BIG w(t�x /oa SITE I.B. LI-1017 SglllIOID WIRELESS RML G AK5 SItF ADD E S: umce I. I m-oN Im 4IC))ew-r3na MAIN ROAD EAST MARION, NY 11939 1I.Vi O1j'JCI1ju,", !'ryyp BZ , �RWE PW! IS NOT i0 SG11E AONAL F1D CONOON" VE E%NSNNO BUKDIN'G SI1tUCNNE R NOT WH4r IS OEPIORFL ON iHl$ PIAN, CWCUTAR COMPOUND AND TOMER SETIACK DIMEWSIONS ARE ITNUE FROM PROPS-RT1' UNE9. i I I � 1 PA'nP09ED _'MGULAR 16X'11' RTGL'D IUSF AHE%--�,� � coNC. Sub r e T 120' 1XISI'NG T, 0 a `rte. 7UGPOLE-- WILDING i PROPOSED 4CESE TNROA EKISi1NG EMNANCE AND IPMNIINo MFA e RFENOIiSE \ r' �Y` of FKOPOW JT fi NOIRE CO PROPV9ED vOWER/IELCG CONWfIG EXISTING Un LIW P 1 I cau,�o NDNrq OVERALL SITE PLAN GRAPHIC SCALE t0U' 0 1G0' APPROXIMATE SCALE: 1" = 1QQ'--Q" GwNCR wrcxs; a EI _ I CIIIGUU.R INltlly5; w�, PFS pPPnT� IIifOPKA'IDx: �_�_ PAOf I OF J ��r<ua�EPm r� IpfI w g Wn ROY.. 5GlE LE�,_E EXHIBIT PLAN ITG99-4I-We_Ol-oIi_ (M■ Y i n f i n i m 0M: Ot I- X c I n M�'a• e 11 B I fl E n l 111 (�' o3p Is arHo�unisacnony I \�1/I T>'/+;doe SITE LD. LI_ I"-1017 esu walm�+w WIRELESS emwt,a anme 51rF .�R_S5- M0 0 RAY IA(>�1 ua iiai° MAIN ROAD --�_—_- - -- _ EAST MARION, NY 11939 04,U4;2UD6 13:0_ 00000DOO PAGE e1 A' MUNLEY,MEADE,NIELSEN&RA —Y ATTORNEYS AT LAW � � * ;_:... • .� 36 North New York Avenue '• Huntington.New York 11743 irIL (fa2� 11R 1� 4. p _ ISS �U _ISS (631)425.4190 s ±` APA - 5 2006 Telecopter I;I (631.)425-4104 f South!ilt T:isan '."orad •�n��s'}�ytiJtati;L. m..ewMIRYW�Y�vo�' TELECOPY TO THE FOLLOWING NUMBER: 631-76$136 TO: Mr. Victor L'Eplatten.ier, Site Plan Reviewer, Town of Southold RE..: Application for Site Plan Approval New Cingulaz Wireless PCS, LLC; Premises' Fast Marion kite District 9245 Main Road East Marion,NX FROM: ' Ryan Dassau 77 DATE: April 4, 2006 MESSAGE: Transmitted herewith please find the revised preliminary site plan (3'd revision) for the above-mentioned proposal. Please note that the location of the proposed facility remains the same. The engineering firm merely revised several of the setback measurements.Please review and distribute as necessary.We will attend the ARC meeting this Thursday afternoon, April 6,2006 to discuss the new location.Please do not hesitate to contact our office with any questions or comments you may have. Thank you. TOTAL NUMBER OF PAGES: 4 (Including Cover Page) PLEASE NOTE The information contained in this facsimile message is privileged and confidential and is intended uaty for the use of the individual named above and others who have been specifically authorized to receive such Information. If the recipient is not the intended recipient,you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication in error,or if any problems occur with transmission, please notify us immediately by telephone at(631)425-4100. Thank you. 14 -o FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 10, 2005 TO: Munley, Meade, Nielsen & Re a/c East Marion Fire District 36 North New York Avenue Huntington, NY 11743 Please take notice that your application dated September 7, 2005 For permit for construction of a telecommunications tower and equipment structure at Location of property: 9245 Main Road, East Marion County Tax Map No. 1000 - Section 31 Block 3 Lot 11.31 Is returned herewith and disapproved on the following grounds: The proposed telecommunications-tower and equipment structure on this 3.05 acre parcel in the Residential R-40 District is not permitted pursuant to Article XVI Section 100-162. Site plan approval is required fi-om the Southold Town Planning Board Special Exception approval is required from the Southold Town Zonis Board of Appeals A I ma a 1 , o the Zoom Board of A' els fors ecial exce tion a royal and The Plannin Board Ian a ro 'al. Autho zed Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. • • MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 JERILYN B.WOODHOUSE ~O-``�OF so�Tyo� Southold, NY 11971 Chair v� OFFICE LOCATION: KENNETH L. EDWARDS Town Hall Annex MARTIN H.SIDOR C4 54375 State Route 25 GEORGE D.SOLOMON JOSEPH L.TOWNSEND �O (cor. Main Rd. &Youngs Ave.) �yComa Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE Date: April 25, 2006 TOWN OF SOUTHOLD To: Ruth Oliva, Zoning Board of Appeals Chair From: Jerilyn B Woodhouse, Planning Board Chairperson Re: Appeal # 5826 East Marion Fire Department Cingular Wireless Telecom 29245 Main Road, East Marion SCTM: 1000-31-3-11.31 Zone: R40 HB In response to your memo dated April 3, 2006, the Planning Board (PB) has reviewed the revised site plan and offers the following comments: • We are site planning this project under the Building Departments Notice of Disapproval dated October 10, 2005 attached as A-0, the notice indicates that a special exception approval is required prior to Planning Board approval. • The PB is currently reviewing a site plan drawing dated March 17, 2006. See the attached drawing. The revised site plan relocates the proposed 120' flagpole cell tower behind the existing accessory firehouse building, on the north side. • The NYS DOT replied by letter dated January 6, 2006 after review they "do not have any comments concerning the installation of the communication tower at this time", additionally be advised any utility work will require an application to them and the NYS DOT indicated that the "permit application should be sensitive to the unique visual and historical setting of the Long Island North Shore Heritage Area". See the letter attached. • The East Marion Fire District responded on January 6, 2006 after review with the request "that the landscaping be upgraded to fully screen all fencing, including barbed wire in addition to other ground equipment and structures" and the Planning Board will require full screening. See attached letter. • Prior to PB approval, this application will require the following approvals: Southold Town Building Inspector, Town Engineer, LWRP, East Marion Fire District, NYS DOT (only if utility work occurs on the NYS ROW) and the Architectural Review Committee. • The Planning Board will require a bond to be in place for tower decommissioning prior to approval and recommends the same condition to the ZBA. East Marion Fire Department Cingular Wireless Telecom Page Two April 25, 2006 • In view of the Planning Board's continued concern about the visual impacts of the 120' cell tower, the new proposed tower location was discussed placing the tower as close as possible to existing Fire Department structures. The equipment boxes are now to be placed behind the Fire Department structure, and needs to be surrounded by heavy landscaping located as close to the existing structure as possible. • The Planning Board feels that the new location helps mitigate the visual impacts of the tower, which will now be substantially blocked by the firehouse roof. In addition, clustering the equipment boxes behind the firehouse minimizes the lot area affected, maximizes the efficiency of the communications operations and allows for the implementation of the Hamlet Study recommendations to possibly utilize the open grass space on the north west side of the parcel for long term plans. We hope these comments will be useful to the ZBA in its review of this appeal. cc: Planning Board members attachment MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 JERILYN B.WOODHOUSE `aty SOUryo� Southold, NY 11971 Chair �P OFFICE LOCATION: KENNETH L. EDWARDS Town Hall Annex MARTIN H.SIDOR C40 54375 State Route 25 GEORGE D.SOLOMON G Q JOSEPH L. TOWNSEND ' �� (cor. Main Rd. &Youngs Ave.) �YOWN, Southold,NY Telephone: 631 765-1838 Fax: 631 765-3136 PLANNING BOARD OFFICE April 21, 2006 TOWN OF SOUTHOLD Lawrence C. R6, Esq. Munley, Meade, Nielsen &Re' 36 North New York Avenue Huntington, NY 11743 Dear Mr. Rd: Re: E. Marion FD Telecom Site Plan Scheduled ARC Meting SCTM #1000-31-3-11.31 Zone: R40-HB The above site plan application is an agenda item for the Architectural Review Committee(ARC) meeting at 4:00 p.m. on Thursday, May 4, 2006 in the Southold Town Hall Conference Room. Please submit a full sized revised site plan to us before the meeting date or bring the materials with you to the meeting. Please inform us in advance if you will not be ready for the meeting date. If there are any questions, you can contact us at (631) 765-1938 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully your , B o Semon Senior Site Plan Reviewer att. cc: file a4,L41�a'�6 ;3:a_ U00070190 PAGE 01 MUNLEY,MEADE,NIELSEN&Rt ATTORNEYS AT LAW 36 North New York Aveane Huntington.New York 11743 (� (� p � V 5� (631)42sa►w L APR - 5 2006 Teleeopler _ (631)425-4104 — _ --� r.= '^'d 4i`..y^-_e}vry'TFii�Ciy'�1:iY�i:ia�✓wwrf.Y+�/ TELECOPY TO THE FOLLOWING NUMBER: 631-765-1136 TO: Mr. Victor LEplattenier, Site Plan Reviewer,Town of Southold RE: Application for Site Plan Approval New Cingulai Wireless PCS, LLC; Premises: East Marion Fire District. 9245 Main Road,East Marion NY FROM: Ryan Dassau DATE: April 4, 2006 MESSAGE: Transmitted herewith please find the revised preliminary site plan (P revision) for the above-mentioned proposal. Please note that The location of the proposed facility remains the same. The engineering firm merely revised several of the setback measurements.Please review and distribute as necessary.We will attend the ARC meeting this Ihursday afternoon,April 6,2006 to discuss the new location.Please do not hesitate to contact our office with any questions or comments you may have. Thank you. TOTAL NUMBER OF PAGES:4 (Including Cover Page) PLEASE NOTE The information contained in this facsimile message is privileged and contldential and is Intended only for the use of the individual named above and others who have been specifically authorized to receive such information. If the recipient is not the intended recipient,you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication in error,or if any problems occur with transmission,please notify us immediately by telephone at(631.)425-4100. Titanic you. 04/04/2006 13:01 00uN OJI:,o PAIS 02 � sRE PUrV Is Noi to mir E�ctu�L i [FlELO CTU (lUI1KIN A'IXI571NC 6UEpNG ON TH$ PIJ.T.I.NCNCUTART COYFIX/ND I'. AND TONER SMACK OFENSIONS ARE 'I i, TRUE FROM PROPeM UNES, 1 \ P%>POSEn CAGu%wR rE'x22' F610E0 LGSC ARG %„ tN \' n CONC sug J \ ., fy i \ k1U6• � AV USED ]20'% r Ais x N \ \ PROPOSED ACCESS THROUC� EXMNO�AND \ \ �N N66 r E+IsrlNc �. "IREHOU&E \ / ^—N'PROAAATE JTILn ROUTE 0P PROPUSm POWERLIM-Ou S U40 GO-W +5.34, U SI POLE CALREO NKNV OVERALL SITE PLAN GRAPH C SCALE tco' o IGO' APPROXIMATE SCALE: = 100'-0" dwNER Nm.s: DAIL nucuuR FInALs: P�ne T��NIOfl UA10w. PAGE 1 OF J IWPERY tAP I •�W WPPQ%. FGiLE C i n f i n I g No D LEA_E EXHIBIT PLAN Wi-077 /� a ngi need ng pgrE: ixUw6nrnaw singular w/n/ae SITE I.D. L-1017 elu uAa7r.xw WIFELESS 60611W.&30076 SIiE s 067ge I eW-iw 7„F MAIN ROAD 50 054 — EAST MARION, NY 11939 1------ - 04/04/2006 13:01 00000000 PAGE 03 PROP25E0 LANDSCAPE \ �tocA ON 1xC'-0' #VENertr k11 "DEEP PAU \ 9 9 PROPOSED N91L1tifACE AROPOSn Nror IT�J nAA�J � rsa' PRCPOSEC PpWER/ \•^^^ \—AW SEC CPS fEturo FRAME._. / \ `—PROPO$D 010" 1022' PRCPoSED GA7E� FDV=LEASE AREA CAM NORTH SITE LAYOUT GRAPHIC SCALE o' 0 10, IELJW- APPROXIMATE STALE: 1' gjw qfumy.;: gym; ClNcuI RI1WS: pAni; aRoaEpir iu:tAw?iGn: PAGE 2 Or 3 Pil(Ntm Nf Gr. NEW APFgps, SCALE I n f I n i g �/ wcn LEASE EXHIBIT PLAN cii�1 in ular angi " eerlrg �/ o.rE: zowu:uzso-enoN�*� ru/n/oe SITE I.D. LI-1017 � N11RELiD6 �'L Y..wv�ip SRE ID MAIN ROAD rAv k f 7 e.a->aR ,�-�+� EAST MARION, NY 11939 U 04/2076 1_'.Ui ooaob6ui - PACE 04 SSSEE�\CTTOOR\1 - 30' I PRO^osE" '27 . �Flh4 POLE (E" mtlERS SECTOR 3 — 2.:'\ ��.-..RRE DFPARIMEh7 EOUIPAIENF (*0 Lim V BE SUANp i svS7Aby OnIfRS) SECTOR 2 — RO' l^PROPOEEE CINOULAR hNIENNA T (ttP 2 PER SECTOR) PRCP AN7EWED CMI;RAAR ANIEWiI AGFA ANTENNA FRAME PLAN VIEW j NCI TO SC E I PROPOSED 120' '!II FLIGPOL.f(8Y DT}!ER_)--�� j V1 II1 I g��j 4 FI,4f DEPA4711ENT EQNPNOYt � II I ' ` � g �I SUPP410 AND MIACLED @Y MRS) I AVM * 3 ul n e M 6i vROFasm cPs I I sEO EouuwENr PRDPGSd /MCC I� SOUTH FLAGPD ELEVATION N07 70 S ALE WNER INRWL PATE: CINGOIAR INIIMLS: MTF: Ron OF IVFJrNATII+A: � 0 PROPWY,A;I�: • NEW i n f i n i Y "P"" �"`' ,�_� W_�_ Ae NPTm ` LEASE EXHIBIT PLAN olI-0 Clrlgu�arl an 21 n P Pr l n W onTE. nPURsolcnn; 5��y�y Pa�nAoa SITE LP, LI-1017 WIFELEGE R69YCY wAa06M °I RESE: MAIN ROA G - --�-- FPST MARION, NY 11939 Sr APPEALS BOARD MEMBERS V SOU 0 Mailing Address: l� Ruth D. Oliva, Chairwoman Dy�� jy0l Southold Town Hall 53095 Main Road • P.O. Box 1179 Gerard P. Goehringer Southold,NY 11971-0959 } James Dinizio,Jr. H Office Location: Michael A. Simon i� Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman Ol4'e' OUNV 54375 Main Road(at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 •Fax (631)765-90G TOWN MEMO TO: Planning BoardItAPR E W E_9 j FROM: Ruth D. Oliva, ZBA Chairwoman - r 2006 DATE: April 3, 2006 6 Soutna'a ir,r. SUBJECT: Request for Comments Our Department has received and is reviewing the following application, and enclose copies of the Building Department's Notice of Disapproval, and application with the applicant's latest map. The Planning Board is involved under the site plan review steps under Chapter 100 (Zoning), and your review and comments are requested at this time concerning the proposed telecommunications tower in the R-40 Zone. The file is available for review of additional documentation at your convenience. NAME TAX#/ ZBA BD NOD VARIANCE PLANS PREPARER ZONE DATE DATE STAMPED East Marion 31.-3-11.3 5826 10/10/05 Special 10/24/05 John T. FD/Cingular R-40 A&B Exception Metzger, Zone Surveyor Your comments are appreciated by 04/17/06, if possible. Thank you. Encls. OCT 20 '05 02 42PM JTBUILDING 631 765 9502 • P.1 FORM N0. 3 NOTICE Or DISAPPROVAL DATE: October 10,2005 -Ta; Munley,Meade, *lielseri&Re 210 Bast tvIarion Fire District 36 North New York.Avenue ©t e Huntington,NY 11743 9 a7c Please take notice that your applanation dated September 7,2005 S a For permit for cora uc 'on of a telg.onununicatio s to r d uimPnt tru lure at Location of property, 9245 Main R ad East Mari County Tax Map No. 1000 - Section 31 'Block-2 Lot 11.31 Is returned herewith and disapproved on the following grounds: Tl ro osed to ca! is tower and® t a atr c e on this 3.05 acre ar el ' e tic ' nti R-40 Aiatrie is _ t e fitted ur u t to 'cle X I ec 'on 100-162. Site lana roval 's r ui ed from t e Sou old Town la i Board. %LeciA E c tion aouroval is reakea fro +++� couthold Town Zonin4 B ar of Avueals A lic�Hnolyto the Zoning Boai d o A ells for s e i x29�t;on nv oval a� he lannina Board rat �_-- Authorized Signature -_ --- Note to Applicant: Any change or deviation to the Above referenced application,may require further review by the Southold Town Building Department. CC: file, Z.B.A. For Office Use Only Fee:$ Filed By: Date Assigned/Assignment No. Office Notes: "' V L'J II° \\I APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS Parcel Location: HouseNo.9245 Street Route 25 Hamlet East Marion approximately SCTM 1000 Section 31 Block 3 Lot(s)11.31 Lot Size3.0583 Zone District R-40 FE— I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR ppD��A❑❑TED: October 10, 2005 - amended October 20, 2005 fk�ttR=XXil�Lp�OxXNk New Cingular Wireless PCS, LLC Mailing Address: 333 Crossways Park Drive, Woodbury, NY 11743 Telephone: 516-677-6503 Fax: NOTE: If applicant is not the owner,state if applicant is owner's attorney,agent,architect,builder,contract vendee,etc. Lawrence C. Re' Authorized Representative : Munley, Meade, Nielsen & Re' Address:_ 36 North New York Avenue Huntington NY 11743 Telephone: 631-425-4100 Fax: 631-425-4104 Please specify who you wish correspondence to be mailed to,from the above listed names: ❑Applicant/Owner(s) XQQ Authorized Representative ❑Other: WHEREBY THE BUILDING INSPECTOR DENIED AN APPLICATION DATED FOR: M Building Permit ❑Certificate of Occupancy ❑Pre-Certificate of Occupancy ❑Change of Use ❑Permit for As-Built Construction Other: Provision of the Zoning Ordinance Appealed. Indicate Article, Section, Subsection and paragraph of Zoning Ordinance by numbers. Do not quote the code. Article XVI Section loo- 165 Subsection Type of Appeal. An Appeal is made for: M A Variance to the Zoning Code or Zoning Map. ❑A Variance due to lack oflaccess required by New York Town Law-Section 280-A. ❑Interpretation of the Towu'Code,Article Section ❑Reversal or Other A prior appeal❑has❑has not been made with respect to this property UNDER Appeal No._Year i REASONS FOR APPEAL(additional sheets maV be used with aonlicant's signature): PI ease Attachment "A" AREA VARIANCE REASONS. (1) An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties if granted,because: (2) The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance, because: (3) The amount of relief requested is not substantial because: (4) The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: (5) Has the alleged difficulty been self-created? ( )Yes,or ( )No. This is the MINIMUM that is necessary and adequate, and at the same time preserve and protect the character of the neighborhood and the health,safety, and welfare of the community. Check this boa( ) IF A USE VARIANCE IS BEING REQUESTED,AND PL SE COMPLETE THE ATTACHED USE VARIANCE SHEET: (Please be sure to consult your attorney.) New Cing 1 Wlr s PCS, LLC By: S n r of lant or Authorized Agent (Agent submit written Authorization from Owner) on erore,nZoOS Jose h Sweet, System Development Manager "tart'Public y f • • ATTACHMENT "A" Application for Special Exception Town of Southold Zoning Board of Appeals Applicant: New Cingular Wireless PCS, LLC Response to Item B of the Application for Special Exception: The Applicant, New Cingular Wireless PCS, LLC, is licensed by the Federal Communications Commission to operate a personal wireless service system in Suffolk County and throughout much of the United States. It is considered to be a public utility for zoning purposes. The Applicant is unable to provide reliable service in the vicinity o the proposed site. There are no existing structures of sufficient height that are suitable for use as a telecommunications antenna facility. The proposed site at the Fire District property is the most appropriate site for the installation of the antenna structure. The structure is to be designed as a flagpole and the Applicant's antennas will be enclosed in the flagpole. This design will completely conceal the Applicant's antennas and represents the least obtrusive means for the Applicant to provide its services to the surrounding area. New Cingula reless PCS, LLC By: se h t S tem Development Manager Swoto before e this May of 12005 Notary Pub i d JL / TOWN OF SOUTHOLD, NEW YORK fd ) APPLICATION FOR SPECIAL EXCEPTION Application No. Date Filed: *19/0Si&lWnstiz �s TO THE ZONING BOARD OF APPEALS, SOUTHOLD, NEW YORK: New Cingular Wireless PCS, LLC X (We) , (Applicant/Lessee) of 33 is Park Drive est once, House No. and Street Woodbury. New Yo 11743 am et, State, Lip Code, Telephone Number) hereby apply to THE ZONING BOARD OF APPEALS for a SPECIAL EXCEPTION in accordance with the ZONING ORDINANCE, ARTICLE XVI , SECTION 100-162 , SUBSECTION A for the below-described property for the following uses and purposes (and as shown on the attached plan drawn to scale) : Premises: East Marion Fire District 9245 Route 25, East Marion, NY 11939 SCTM# 1000-31-3-11.31 Proposal : Public Utility Wireless Telecommunication Facility Erect flagpole/monopole, install public utility wireless telecommunication antennas therein, and install related equipment on ground as depicted on plans. A. Statement of Ownership and Interest. East Marion Fire District is(are) the owner(s) of property known and referred to as 9245R to ouse o. , Street, amlet identified on the Suffolk County Tax Maps as District 1000, Section 31 , Block 3 , Lot(s) 11.31 which is not (is) on a subdivision Map (Filed "Map of " Filed Map No. , and has been approved by the Southold Town Panning Board on as a [Minor] [Major] Subdivision). The above-described property was acquired by the owner on November 23, 1998 B. The applicant alleges that the approval of this exception would be in harmony with the intent and purpose of said zoning ordinance and that the proposed use conforms to the standards prescribed therefor in said ordinance and would not be detrimental to property or persons in the neighborhood for the following reasons: SEE ATTACHMENT "A" C. The property which is the subject of this application is zoned R-40 and ATTACHMENT "A" Application for Variance Town of Southold Zoning Board of Appeals Applicant: New Cingular Wireless PCS, LLC REASONS FOR APPEAL AREA VARIANCE REASONS The Applicant, New Cingular Wireless PCS, LLC, is licensed by the Federal Communications Commission to operate a personal wireless service system in Suffolk County and throughout much of the United States. It is considered to be a public utility for zoning purposes. Therefore, the variance standards for this Application are the public utility variance standards. The Applicant is unable to provide reliable service in the vicinity o the proposed site. There are no existing structures of sufficient height that are suitable for use as a telecommunications antenna facility. The proposed site at the Fire District property is the most appropriate site for the installation of the antenna structure. The structure is to be designed as a flagpole and the Applicant's antennas will be enclosed in the flagpole. This design will completely conceal the Applicant's antennas and represents the least obtrusive means for the Applicant to provide its services to the surrounding area. New Cingular ireless LLC By: s p eet tem Development Manager Sworn to before e this 1day of , 2005 0 A an IFN Notary blic i s r� v\ MAP OF PROPERT Y EAST MARION V OF SO UTHOLD 'LK COUNTY , N. Y. 1000 - 31- 03- '.13l SCALE: 1"=30' CCT.24, 2005 ZON/NG D'S TRIC TS- HB & R40 SCHOOL DISTRICT: EAST MARIOP✓ FIRE DISTRICT EAST MARION L 0 T CO VERA GE = 83731133220= LANDSCAPED - 34991/133220 = �6% OWNER,A4PPLlCANT f EAST MARION FIRE DISTRICT 9395 MAIN ROAD EAST MARION, N.Y. 11939 r era;i /z006 1 7:�,a eo,o©o e PAGE a fir= 3 CV MUNLEY,MEADE, NIELSEN & Rt ATTORNEYS AT LAW '"— 36 North New York Avenue V L— Hmutington,New York 11743 ® EC � a � � i (,631)425-4100 _ I Telecopier (631)42S4104 j Planning�° TELECOPY TO THE FOLLOWING NUMBER: 63 t-765-3131'x-- -- TO: Mr. Victor L'Eplattenier., Site Plan Reviewer, Town of Southold RF: Application for Site Plan Approval , ( G New Lingular Wireless PCS, LLC; �rf✓ 7r Premises;East Marion Fire District 9245 Main Road, East Marion.NY / FROM: Ryan Dassau Qa DATE: March 17, 2006 MESSAGE: Transmitted herewith please find the revised preliminary site plan (2nd revision);dated 3117/06,for the above-mentioned proposal.Please note that the dimensions of the proposed facility in this revision are 16'x 22',rather than 30'x 30'as proposed in the first revision submitted via fax to your attention this past Tuesday,March 14,2006. Please do not hesitate to contact our office with any questions or comments you may have. Thank you. TOTAL NUMBER OF PAGES: 4 (Including Cover Page) E OTE The information contained in this facsimile message is privileged and confidential and is intended only for the use of the Individual named above and others who have been specifically authorized to receive such information. If the recipient is not the lntended recipient,you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication in error,or if any problems occur with transmission,please notify us immediately by telephone at(631) 425-4100. Thank you. �13, U DE 1 34 "00000 co PAGE 02 Pf;PS� .r " C N L;1A t AECED41 CA CCNC StAR PROPQ�CO Y201 44, 102' ExtsriNc R010INC, \$ PROKMO A 55 THROt.r.4 MM13 ENTRANCE AND VJK AREA X uls'loc, FIRM,SE �'�—APPAOXIVATI VWTY ROLrrE OF MrOs:])PGWR/7LCo CF `4j CONDURS ULm:^ NORTH OVERALL SITE PLAN GRAPHIC SCALE APPROXIMATE SCALE: 1- = 100'-0' DINNER HIM wE aRDRpPTY PRIX I OF 3 IN, PwTm T:�m-m . --7-. - -. -- PROPM NEW i n T 11119 EXHIBIT PLAN M- a LEASE" a n g , n e , I m 0 xoNc UJCSIII�—,M Acinguiar - 4/47a, ISITE LID LI-1017 Alem WIRELESS MAIN ROAD EAST MARION, NY 11939 i ' b.i Il� a0u, PAGE 04 I � � FLAG L L FIAC POf (e, 01HER$) I 15 1 YJ PRE WARIMEN7 EODIPMEN7 ro BE SL.APRIEO AND )RSTALLED dY OTHERS) SECTOR z —P40P051,11 CINPULAi ANTENNA (hP 2 P{3+ SCC"0R) PROFIC50 C061AAR ANTEMMA AREA ANTENNA rRAME P-AN VIEW. ----- ncf i c L I��an�ERsj—. i CJI FlREARiME.Ni EOUIPNEN7 1 J � TD BE� Sb4J ANDfL^74LLEc RY9Y OTN£RS) \ I b PROPOSED CPS ANTENN4 PACPOSED fQDlPMENT CAB/N£75 � PROPOSED FENCE 1` "'LVCEVA SOUTH FLAGPOION NCT TO SCALE OWNER INR DATE gNCULM�NIN.LS: DQE: i ME 33 OF J PROPCPN ��mrpggenON; I ARRRO%. SCdiS RRORERv TAA 100. i NFw I n f I n 19 y NorEc LEASE EXHIBIT PLAN -027 bo-w-x- «/ Cil-02) Cog IAB ® r I p g 2oNt+o tlRls crpx: singular e19e ,. os/n/a 1517E LID, LI-1017 WIRELESS RRerRtA 2A i40TR ADCRUSt R Rrr h not s4o-ww MAIN RjAG RA4/: 1 ew-nN N• EAST MARION. NY iina 03/1 2-:5q uo0do,,Old PAGE 03 r • i i I i I i PRUPOSfD L4NDSCAPC 40CAn0N aF CINDULAR EW9KNr COAPI ADxB"DEEP •� Y' 9 9 / =SO WiI&ODE PROPDSfD GNCUUR I C ~�` \� \�/� �—PROPOSED 120' f"MMENT(7YP)—% X F1ACP04f SCD GPS �FROPoSED CMGYA.IR 78%27' iFACED 4645E AREA PROPOSED G97E—� I CAu 3 Nairn SITE LAYOUT GRAPHIC SCALE 10, 0 10' APPROXIMATE SCALE: 1" = 10'-0" °NNGR 1Nrci"`s °` CiNGILNt INONLS: OAIE� PAGE Z OF 3 PACPER]Y 'NEORJGiICN: IPPNO%. SME oanPex.Tq �o/: NEW i n f i n i MNOTE! LEASE EXHIBIT PLAN +oao-oa+-oo-m-oa- OH-04] a , gin swing Mt[: cingu ar s,&917R 03/17/0, SITE I.D. LI-1017 ZONING J'JRbOq!ION; WIRELESS Lfi88 Poe( oA wwe orrice k I'MFM sw-nae MAIN ROAD i 50-0e4 EAST MARION, NY 11939 03/14/2006 13:a- 00000000 PACE 01 S�1 MUNLEY, MEADE,NIELSEN& Rt S ATTORNEYS AT LAW 36 North New York Avenue ,_, °.• ., .,.. ... . Huntington,New York 11743 ' (631)4254100 Telecopier (631)425.4104 MAR 15 2006 T)ELECOPY TO THE FOLLOWING NUMBER: 631-',65-313t TO NA,;\IE: Mr. Victor UEplattenier, Site Plan Reviewer, Town of Southold RE: Application for Site Plan Approval New Cingalar Wireless PCS,LLC 1P'emises: East Marion Fire District 9243 Main Road East Marion NX FROM: NAIME: Ryan Dassau DATE: March 14, 2006 MESSAGE: As per our conversation yesterday aitemoon,transmitted herewith please find the revised site plans for the captioned application.Please note that these revisions depict the proposed wireless facility in the specific location discussed by all parties present at the site visit held or: the morning of Wednesday, March 8, 2006. Once the Planning Board and Architectural Review Committee review the revised plans and provide comments,we will prepare and forward full sets of drawings. TOTAL NUMBER OF PAGES: 4 (Including Cover Page) PLEASE NOTE The information contained in this facsimile message is privileged and confidential and is intended onlyfor the use of the individual named above and others who have been specifically authorized to receive such information. If the recipient is not the intended recipient,you are hereby notified that any dissemination, distribution or copying ofthis communication is strictly prohibited. If you have received this communication io error,or if any problems occur With transmission,please notify us immediately by telephone at(631)425-4100. Thank you, 53;14,2F736 1S:N. 05d555E5 PAGE 52 f PROPOSED CiNCU.AR 3OX3C' FE7M LEASE ARGI I ��•�� �'�s N � —moi• � � poi `Pn y��, `. A J' CDXC. Sub, A ! �1� pl oso' �.0 1 � c)1^i7wclie , / A � PAOPOS[p fyC�S 1ryROJ� \ � ! �� •'� �.� � PKINC :AREE,tFPNCE r ,TING nREW J5E —MRJ ?RPOS UIRPY ROVE RORCSEO PCWER/'ELGD CC cauama r�dL ;'Qi 1639' J7Y orlon Pa.EJr I ;ALILED NORM OVERALL SITE PLAN l�?P,PHiC; SC�4_ I DOf c IDO4 C7 � r—fir APPROXIMATE SCALE 1" 1004_'1° t1w.NEx INa1fM 1 CIryCWA INRy,tyi PRpPER1'r fev,R,xA-iwr r t J rM6E t OF NEW APPIY1x. SNE »oo-os+-au_ua_x_ n f C"l l g As ryoreo LE EXHIBIT PLAN ot,-axr li /� a r: i N e e r I h 1 .x-*c: ! mNmv; JwsnanoN: cingular a s W/m/os , SITE LC. LI-1017 3tluTXotS °Ia uunr.w I WIRELE6S °°�,)-M.Wp�s SIT :MAIN RCAD 6457 MARIrN, NY 1'938 8 03/14+'2005 18:Oi 00000'7100 PACE 03 1 PROPOSED UNGSAWEBVM � 1 PROPOSM MARROW F ��l�N^-, 5+17' ,/ �'' •:` 1r —O % 141 uR Eota°MENr DN 10'-0ir?1''x8"DEEP PROPOSED uMpEAGRDORo BE OOO 8r J74W G f0.S9RG W>l71 Pmtl83 OR � \ \ ; S- � \QECfRXX CON7GlIJ 4 �rmii� PROPOSEDrLAR coDuwra(raj h Am xal \ \ PROPOSED 120' �,yam} \\ �L30X°70° p Fj FVKW LEM AREI PROPOSED GINE-- I i J r OALL[O NORm SITE LAYOUT GRAPHIC SCALE 1D' 0 iD° APPROXIMATE SCALE: 1" 10'-0" OhTE` tlxctY-w INm/.L6i wTL PAGE 2 OF 3 PROPVM WORW10h MMTµ i APPgJ%. SCALE 1 N4;+ i n f i n i `G� As Norco LEASE EXHIBIT PLAN oil. y i nee ring OnIE zoim07doN�sac. singular e n 03/lope 517E LD. LI-1017 NO WANRA MM 50�e WIRELE5s APM+uA a+mrs s'R w ss: F0 ° t1 ) eMo-wre MAIN ROAD 1 FAM i f>%o) MP-ns MARION. NY 11939 03/'14/2rJ J6 18:0'. GJ O'0E000'J PAGE 04 SECTOR 1 — 30' ! !^cac POLE fey OTHEJS) �—FFF PE'ARRIFA^EGUAFYENF C SECTOR - [50 \ I (TO 9E SU9'L:IE9 ANP INSTALLED Ry OTHER$) � eeCTOR 2 — 15� RPCIrULM JTENNA (TYP 2 FIC SECTOR) I PROfC'SEO C#4W-R IAA®e ANTENNA FRAME PLAN VIEW ANTENNA AREA L 4a�a sw: I PROPusry t.c nACPI(eY aTHraes;�\ I o (0 BE SIVI6LIM A°0 PATENT $ e av TA= er OTHERS) 1 II AN*" CFS PROPOSED £QL7PA wr \� P/(OPOSEU fEv,^.E I SCUTH FLAGPCL_ ELEVATION NOT m SALE PMREP INIYW.R ATE; CMCUUA WRvE�S; W*5: PAW 3 OF 3 PRGP_fR'f intCRMAY Ok -- <PPRil7. 9=ALE PROPER, rxx IGY' WEW i n f i n i g as ta,E3 LEASE EXHIBIT PLAN �f.W-031-ur0)-CO- ■ U11-ear ur gIr s e ring wYE: ZCm IJRIEOIERDN: j "EW iMWIERAM SITZ LI-1017 WI11el.eAsa Paeaa.d sun e E PDORE",:. I n 1 rot SEE MAIN ROAD FAx I'!nN WrN.w, E457 MARION, NY 11939 MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 JERILYN B.WOODHOUSE so Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR o Q 54375 State Route 25 GEORGE D.SOLOMON .� �O (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND � COUNTY,Nc� Southold, NY �` Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 20, 2006 Lawrence C. Re, Esq. Munley Meade et al 36 North New York Avenue Huntington, NY 11743 Re: East Marion Fire District Telecom Site Plan 9245 NYS Route 12 SCTM# 1000-31-3-11.31 Zone R-40/HB Dear Mr. Re: This letter is to inform you that the above site plan application was reviewed at the Architectural Review Committee (ARC) meeting held on March 1, 2006. A copy of the meeting minutes is enclosed. Please review the pertinent comments and inform us in writing if you are in agreement with the conditions. In addition, if required, please modify the site/construction plan, and submit the revisions to the Planning Board. If there are any questions, please contact us at 765-1938 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully your Bruno Semon Senior Site Plan Reviewer enc. • r . 0 TOWN OF SOUTHOLD ARCHITECTURAL REVIEW COMMITTEE MINUTES 4:00 p.m., March 1, 2006 Town Hall Conference Room Present were: Architects Glynis Berry, Acting Chairman Sanford Hanauer, members Herbert Ernest, Howard Meinke and Nicholas Planamento, Senior Site Plan Reviewers Bruno Semon and Amy Ford, ARC Secretary Linda Randolph, and project representatives. The following addition was made to the minutes of the January 12, 2006 meeting: "Councilman Wickham requested additional members for the ARC." Said minutes were approved with the above addition. J. Guild Greenhouse SCTM# 1000-68-4-19 After review and discussion, the Committee accepted the project. BCB Realty Holding Corp. SCTM# 1000-45-4-8.3 After a review of the revised main signage, the Committee approved the project. Malon Industries, Inc. SCTM# 1000-97-5-4.5 The Committee recommended lowering the main entry sign to the top of the base and submission of all signage for review. Osprey's Dominion Conservatory Add. SCTM#'s 1000-75-1-20.1 & 20.2 Committee approved the project to enlarge the tasting room, pending submission of proposed lighting and catalog cuts. East Marion FD Telecom SCTM# 1000-31-3-11.31 After much discussion, the Committee recommended reconsideration of height and location to reflect impact on existing and future nearby residential properties. Rich's Quality Auto Body SCTM# 1000-102-3-1 The Committee accepted Town Engineer Jamie Richter's recommendation and reviewed and approved the lighting fixtures as submitted. Matt-a-Mar Marina Expansion SCTM#1000-114-3-1 The Committee accepted the letter dated February 23, 2006 from Patricia Moore advising that the materials and colors for siding & roof will match the existing building as closely as possible. ARC Meeting Minutes March 1, 2006 Page Two Copies of Mark Terry's February 27"' memo to Supervisor Russell regarding "Design Standards for Commercial Uses in the Hamlet Business and General Business Zoning Districts" were distributed to the members. The meeting was adjourned at 6:00 p.m. X Linda Randol ARC Secretary 03/17/20@6 17:54 00300000 PAGE 01 cJtc P16 �1S MUNLEY,MEADE, NIELSEN & RE T ATTORNEYS AT LAW 4 ""`� 36 Nortp New York Avenue g Huntington,New York 11743 1 tM V Edi (631)423-4100 _ I Telecopier O 2„(631)425-4104 Southaltl-" : Planning;`' TELECOPY TO THE FOLLOWING NUMBER: 631-765-313 — "� TO: Mr. Victor Uplattenier, Site Plan Reviewer;Town of Southold RE: Application for Site Plan Approval New Cingular Wireless PCS, LLC; Premises: East Marion File District. 9245 Main Road East Marion NY FROM: Ryau Dassau DATE; March 17, 2006 MESSAGE: Transmitted herewith please find the revised preliminary site pian (2nd revision),dated 3/17/06,for the above-mentioned proposal.Please note that the dimensions of the proposed facility in this revision are 16'x 22',rather than 30'x 30'as proposed in the first revision submitted via fax to your attention this past Tuesday,March 14,2006.Please do not hesitate to contact our office with any questions or comments you may have.Thank you. TOTAL:NUMBER OF PAGES: 4 (Including Cover Page) PLEASE NOTE The information contained in this facsimile message is privileged and confidential and is intended only for the use of the Individual named above and others who have been specifically authorized to receive such information. If the recipient is not the intended recipient,you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication in error,or if any problems occur with transmission,please notify us immediately by telephone at(631) 425-4100. Thank you. X12,i U2036 7:154 oo00oo0o PAGE 02 'q IN A SLAB PRoposco J20 PROPCm0 ACOS �gg 'XI6TIMI3 QJMINCE A KIIJG AREA .10 ""OL 1. XIS 10c, ni;EwCI,SE 7`' —�OPFpRPoRmw: vPkONrEy Rourm W(S:3 R/MW CONDOM S 63'40'00' W gas kxS IN I LT! CALdNOiTh OVERALL SITE PLAN ORAPHIC —SCALE io), 100 APPROXIMATE SCA1-E: 1" . 1OU'-D" PRorMry NFOP,i.—ON. PAGE I OF 3 pnorm_7'M 1-1 IL Al NEW LEASE EXHIBIT PLAN coNa n f i a n g I e I n 9 DATE ing!ular 02/woe SITE I.D. LI-1017 Co ;&� 3A MAIN ROAD EAST MARION, 03/17/20JE ?,:54 00000DOO PACE 03 i i I PROPO5FO [ANi0SG4P£ LDCA77ON Of CMMAR F"PYENT gy} } , � Z�ON IO'-0 p2'xd'DEEP 'y' 9 \ t . a 4 AD \\�4 � • RPOPoSFD IWIECLYOE B�RIDDCCff ' ,—v SE120' PROpoEONLULAR E rou#w,VT MPG*, q ��� W�p� /`�,r"J\/`/V�\ '•. —P GPS ICLCOPo,�R4Uf�� / \'—PROPOSED CA W .. 7842' FENCED LEASE AREA PROPOSED GST£ i Lnlueo NWH SITE LAYOUT GRAPHIC SCALE 0 0 10 APPROXIMVE SALE' 1" PM — DAM: CNCUSpq :-NMES IN : GALE, v.M.E 2 OF J PFCPEI 'NFIX VATION: AVPNO% SLALE PzoPLx Xi�lngularl n i nigNs W*M LEASE EXHIBIT PLAN -c ,-m-m-x- en n e 6 r l n APANINOMWOMiMIN; ° ego NNgi%Nxr9 °5/70/ae SITE LD. LI-1017 WIRELESS R0911"'°"'°°'a SITEM)owsN MAIN ROAD s�/n.b�w FNS J:(1107 MO_i]N AL3« EAST MARION, NY 11939 Pl:a!'1 '!1006 1':54 f'c:000000 PAGE 04 SECPCR t - 10' W°ClE 1(El20 O'HERSj % FRE DEPARTMENT SCUIPMENT SECTOR 3 - sscV 6E SUPPL)EO ANG It, WILED By WNEPS) '~SECTOR 2 —PROPOSEP CINC(IA'1 ANTENNA (!YP 2 PER 5EMR) ANTENNA " AIA ARE4 ANTENNA FRAME PAN VIEW � I I� I �I FlAE OEFAA1dlENT E➢UNW£NT 40 Bf SU-"PLED AAro ) �II5T4LLE0 PROPOSED CPS ANTENNA—\ I (j PRCPCSEv c"QUfPiIEM I CA61NE75 PROP= FENCE I SOUTH FLAGPOL ELcVATION NCF TO SCALE OWNFk IxmALS _' p�TS.. �� CINWuRNMALS PACE 3 Of 7 WOPGRti NF�RMATIGN: AOpRp%, PR,rcwRY-0 IDA. _ • NHw i n f i n i 9 y +� PIZnD LEASE EXHIBIT FLAN C-0plbo-a! �u /� C n 9 I n e e r I n Oa'E� 1] cin{guiar oala/9e SITE Lo, a—,o,� ZONFW !UNImcnUN: no MNtlF1N Nfi 59un.0I7 WIPHlf55 ICFfIL W JOPR Srt6 MORE66 a"tt NSSI�I�) MAIN ROAD FSA l:(rn1 ea mo ix-cv. FAST MARION, NY 11939 0 0 ARC Meeting Minutes March 1, 2006 Page Two Copies of Mark Terry's February 27th memo to Supervisor Russell regarding "Design Standards for Commercial Uses in the Hamlet Business and General Business Zoning Districts' were distributed to the members. The meeting was adjourned at 6:00 p.m. Linda Randolph ARC Secretary � �F TOWN OF SOUTHOLD ARCHITECTURAL REVIEW COMMITTEE MINUTES 4:00 p.m., March 1, 2006 Town Hall Conference Room Present were: Architects Glynis Berry, Acting Chairman Sanford Hanauer, members Herbert Ernest, Howard Meinke and Nicholas Planamento, Senior Site Plan Reviewers Bruno Semon and Amy Ford, ARC Secretary Linda Randolph, and project representatives. The following addition was made to the minutes of the January 12, 2006 meeting: "Councilman Wickham requested additional members for the ARC." Said minutes were approved with the above addition. J. Guild Greenhouse SCTM# 1000-68-4-19 After review and discussion, the Committee accepted the project. BCB Realty Holding Corp. SCTM# 1000-45-4-8.3 After a review of the revised main signage, the Committee approved the project. Malon Industries, Inc. SCTM# 1000-97-5-4.5 The Committee recommended lowering the main entry sign to the top of the base and submission of all signage for review. Osprey's Dominion Conservatory Add. SCTM#'s 1000-75-1-20.1 & 20.2 Committee approved the project to enlarge the tasting room,-pending Vbmission of proposed lightingand-catalogcuts. Ea9t Marion FD Telecom SCTM# 1000-31-3-11.31 \ After much discussion, the Committee recommended reconsideration of height and location to reflect impact on existing and future nearby residential properties. Ric lit Auto Body SCTM# 1000-102-3-1 The Committee ac gineer Jamie Richter's recommend and reviewed and approved the lighting fixtures as submitted. Matt-a-Mar Marina Expansion SCTM#1000-114-3-1 The Committee accepted the letter MUNLEY9 MEADE9 XIELSEN & RE ATTORNEYS AT LAW REPLY TO: ❑ 12l:YLY T0: , 160 MiRRLR NECK ROAD 36 NORTii NEM•YORx AVENUE (TREAT NECK, NEW YGRK 11021 lll'N'1'INGTG\, NEW YGRK 11743 .�x.�.42 (516) 467-6500 -- -- " '(631) 425-4100 .,...n.» TELECOYiER � ''� TELECOPiF.R (516)467-6539 -�-- .(631J~' 5-4104 February 28, 20065' BAR 6 VIA FIRST CLASS MAIL Mr. Victor L' Eplattenier Town of Southold Planning Board Southold Town Hall Annex 54375 Main Road Southold, New York 11971 RE: Visual Study Crane Test for Public Utility Wireless Telecommunications Facility Proposed By New Cingular Wireless PCS, LLC Premises: East Marion Fire District 9245 Main Road East Marion, New York District 1000 Section 31.00, Block 03.00, Lot 011.031 Dear Mr. L' Eplattenier: Pursuant to our February 16, 2006 telephone conversation regarding the captioned matter, enclosed herewith is the legal notice concerning the rescheduled visual study crane test for the proposed public utility wireless telecommunications facility. Said notice shall be published in the March 2, 2006 edition of The Suffolk Times, which we understand is the Town of Southold's official newspaper for legal notices. Should you have any questions with regard to the foregoing, please do not hesitate to contact us. Very truly yours, MUNLEY, MEADE, NIELSEN & RE By: CLtu,P—k CLt Janine Marchese /jm_. Enclosure LEGAL NOTICE ON MARCH 21, 2006, A VISUAL STUDY WILL BE PERFORMED AT THE PREMISES, 9245 MAIN ROAD, EAST MARION, NEW YORK, BETWEEN THE HOURS OF 9:00 A.M. AND 11:30 A.M., IN CONNECTION WITH AN APPLICATION BY NEW CINGULAR WIRELESS PCS, LLC, SEEKING MUNICIPAL APPROVAL FROM THE TOWN OF SOUTHOLD FOR THE INSTALLATION OF A PUBLIC UTILITY WIRELESS TELECOMMUNICATIONS FACILITY. AS PART OF THE VISUAL STUDY, A CRANE WILL BE PLACED AT THE PREMISES TO AID IN ASSESSING THE VISUAL IMPACT OF THE PROPOSED PUBLIC UTILITY WIRELESS TELECOMMUNICATIONS FACILITY. IN CASE OF INCLEMENT WEATHER ON MARCH 21, 2006, THE STUDY WILL INSTEAD BE PERFORMED ON MARCH 24, 2006. PLANNING BOARD MEMBEI. MAILING ADDRESS: JERILYN B.WOODHOUSE QV so(/ P.O. Box 1179 Chair �0�� Ty0 Southold, NY 11971 lC1 OFFICE LOCATION: KENNETH L.EDWARDS # * Town Hall Annex MARTIN H.SI GEORGE D.SOLOMON G Q 54375 State Route 25 JOSEPH L.TOWNSEND Q Ap�O (cor. Main Rd. &Youngs Ave.) IyCQUlm Southold, NY Telephone: 631 765-1938 CANNING BOARD OFFICE Fax: 631 765-3136 yaS 4(o TOWN OF SOUTHOLD va s- gt00 Aj February 24, 2006 Lawrence C. Re, Esq. Munley, Meade, Nielsen etal 36 North New York Avenue Huntington, NY 11743 Dear Mr. R6: Re: E. Marion FD Telecom Site Plan Scheduled ARC Meting SCTM#1000-31-3-11.31 Zone: R40-HB The above site plan application is an agenda item for the Architectural Review Committee (ARC)meeting at 4:00 p.m. on Wednesday, March 1, 2006 in the Southold Town Hall Conference Room. Attached is a checklist for your use in preparing for the meeting. Please submit all ARC materials to me before the meeting date or bring the materials with you to the meeting. Please inform us in advance if you will not be ready for the meeting date. If there are any questions, you can contact us at (631) 765-1938 between the hours of 8:00 a.m. and 4:00 p.m. Respec y your Brun Aemon Senior Site Plan Reviewer att. cc: file VIT LEGAL NOTICE 9 *Ce ON FEBRUARY 13, 2006, A VISUAL STUDY WILL BE PERFORMED AT THE PREMISES, 9245 MAIN ROAD, EAST MARION, NEW YORK, BETWEEN THE HOURS OF 9:30 A.M. AND 12:00 P.M., IN CONNECTION WITH AN APPLICATION BY NEW CINGULAR WIRELESS PCS, LLC, SEEKING MUNICIPAL APPROVAL FROM THE TOWN OF SOUTHOLD FOR THE INSTALLATION OF A PUBLIC UTILITY WIRELESS TELECOMMUNICATIONS FACILITY. AS PART OF THE VISUAL STUDY, A CRANE WILL BE PLACED AT THE PREMISES TO AID IN ASSESSING THE VISUAL IMPACT OF THE PROPOSED PUBLIC UTILITY WIRELESS TELECOMMUNICATIONS FACILITY. IN CASE OF INCLEMENT WEATHER ON FEBRUARY 13, 2006, THE STUDY WILL INSTEAD BE PERFORMED ON FEBRUARY 17, 2006. NL�IG�'•dW°'iri8'4+t,a u s avlMii' ••+Kris �'�i`+ 4.•�C:.. c pp pp M �FQi l`� c lS llj� 1 JU Southold Town �,..' Planni Board _ y :�m.=oe.r++u.awo..s."'""....o+ulwurw•nm.n .tom,p MUNLEYj MEADEj XIELSEN CSS RE .77r) AWOA YS AT LAW {• ✓/ REPLY To: r] REecr To: ,A�JJ V' 160 MIDDLE NECK ROAR 30 NORTR NEW YORK Avzx E GREAT NECK, NEW YORK 11021 HV worox, NEw YORK 11743 (516)467-6500 (631)425-4100 TELECOPIER TELECOPIER (516)467-6539 ^j (631)425-4104 del January 20, 2006 D v VIA FIRST CLASS MAIL JAN 2 3 2006 Mr. Victor L' Eplattenier Southold iaxn Town of Southold Planning Board ' Plarning 6urd Southold Town Hall Annex 54375 Main Road Southold, New York 11971 RE: Visual Study Crane Test for Public Utility Wireless Telecommunications Facility Proposed By New Cingular Wireless PCS, LLC Premises: East Marion Fire District 9245 Main Road East Marion, New York District 1000 Section 31.00, Block 03.00, Lot 011.031 Dear Mr. L' Eplattenier: We are the attorneys for New Cingular Wireless PCS, LLC (`Cingular') in connection with the captioned matter. As you know, Cingular has filed an application seeking special exception approval and variance for the installation of a public utility wireless telecommunications facility at the above- captioned premises. Enclosed herewith is the legal notice regarding the visual study crane test for the proposed public utility wireless telecommunications facility. Said notice shall be published in the January 26, 2005 Cd.hcu of The Suf�o'k TZ.sies, v✓hlCh we understand Is the Town of SOuthcld'c official newspaper for legal notices. Should you have any questions with regard to the foregoing, please do not hesitate to contact us. Very truly yours, MUNLEY, MEADE, NIELSEN & RE By: a X1Vu-k . Janine Marchese, Law Clerk /jm Enclosure ti LEGAL NOTICE ON FEBRUARY 13, 2006, A VISUAL STUDY WILL BE PERFORMED AT THE PREMISES, 9245 MAIN ROAD, EAST MARION, NEW YORK, BETWEEN THE HOURS OF 9:30 A.M. AND 12:00 P.M., IN CONNECTION WITH AN APPLICATION BY NEW CINGULAR WIRELESS PCS, LLC, SEEKING MUNICIPAL APPROVAL FROM THE TOWN OF SOUTHOLD FOR THE INSTALLATION OF A PUBLIC UTILITY WIRELESS TELECOMMUNICATIONS FACILITY. AS PART OF THE VISUAL STUDY, A CRANE WILL BE PLACED AT THE PREMISES TO AID IN ASSESSING THE VISUAL IMPACT OF THE PROPOSED PUBLIC UTILITY WIRELESS TELECOMMUNICATIONS FACILITY. IN CASE OF INCLEMENT WEATHER ON FEBRUARY 13, 2006, THE STUDY WILL INSTEAD BE PERFORMED ON FEBRUARY 17, 2006. pEC � od � AN 2 3 2006 • COUNTY OF SUFFOL �S STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PLANNING THOMAS ISLES,AICP DIRECTOR OF PLANNING January 11, 2006 _ I Town of Southold Planning Bd. 53095 Main Road- P.O. Box 1179 Southold, NY 11971 7 Attn: Victor L'Eplattenier, Site Plan Reviewer Pursuant to Section 239L&M of the General Municipal Law, the following site plan which, have been submitted to the Suffolk County Planning Commission ii/are-mmsidered to be a matter or local determination as there appears to be no significant county-wide or inter-community impact(s). A decision of local determination should not be construed as either an approval or disapproval. Site Plan SCTM No. East Marion Fire District Telecom 1000-31-3-11.31 NOTE: Does not constitute acceptance of any zoning action(s) associated therewith before any other local regulatory board. Very truly yours, Thomas Isles, AICP Direc r of Planning 00, Anrew dP. Frel n g, Chief Planner APF:cc G:\CCHORNY'ZONING\ZONING\WORKING\LD2004\239LD.W PD LOCATION MAILING ADDRESS H.LEE DENNISON BLDG.-4TH FLOOR . P.O.BOX 6100 . (631(853-5190 100 VETERANS MEMORIAL HIGHWAY HAUPPAUGE,NY 11788-0099 TELECOPIER (631(853-4044 135. EAST MARION FIRE DISTRICT S' Board of Fire Commissioners v �' PO Box 131 Main Road East Marion, NY 11939 (631) 477-0163 Fax (631) 477-8310 Email: EMFDistrict@optonline.net January 6, 2006 Victor L'Eplattenier Site Planner Town Hall Annex 54375 State Route 25 Southold, NY 11971 Re: East Marion Fire District Telecom Dear Mr. L'Eplattenier, The Board of Fire Commissioners of the East Marion Fire District and the Chief of the East Marion Fire Department have reviewed the enclosed site plan and found that the current fire access is sufficient for the plan as proposed. In addition the Board would like to request that the landscaping be upgraded to fully screen all fencing, including barbed wire in addition to other ground equipment and structures. The Board is considerate of the fact that the tower and equipment are in public view and would like to enhance the setting as much as possible. Thank you for your assistance in this matter. Very trulyyo NklWal a I Fire District Secretary �7 r v L, ; p�ce�soa STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION TEN 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK 1 1788 www.dot.state.ny.us ---"I SUBIMAL CHAKRABORTI, P.E. —THOMASJ. MADISON, JR. REGIONAL DIRECTOR COMMISSIONER January 6, 2006 v n 2006 Mr. Victor L'Eplattenier, Site Planner Town of Southold Town Hall P. O. Box 1179 Southold,NY 11791 Your December 23, 2005 Submission East Marion Fire District Communication Tower Site Plans - Last Revision Date 10/04/05 Route 25, East Marion SCTM 1000-31-3-11.31 Our Case No. 06-007P Dear Mr. L'Eplattenier: This is to acknowledge receipt of your submission on the above permit application. The scope of the work involved at this location will not have a significant impact on the State highway system. We do not have any comments concerning the installation of the communication tower at this time; however, a Highway Work Permit will be required by us if any utility connections, work or vehicle staging will occur within the State highway right-of-way(ROW). Any utility work proposed in State Highway ROW will require application and submission of plans (installation details, restoration details and Maintenance and Protection of Traffic plan - all referenced to NYSDOT specification item numbers and the Manual of Uniform Traffic Control Devices) to our Riverhead Maintenance facility. The applicant may contact Mr. Kevin Matthaei at(631) 727-1731 for further directions regarding Utility Highway Work Permit applications. This permit application should be sensitive to the unique visual and historic setting of the Long Island North Shore Heritage Area, which runs from the Queens/Nassau County line to Orient Point, and from Route 25 or I495, whichever is farther south, north to Long Island Sound. Questions concerning this matter should be directed to Mr. Mark Wolfgang at (631) 952-7973. Please send all correspondence to his attention at the above address. Kindly refer to the subject case number and County tax map number in all correspondence. Mr.Victor L'Eplattenier January 6,2006 Page 2 Thank you for your cooperation concerning this matter. Very truly yours, HAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety cc: Mr. Peter Harris, Superintendent of Highways, Town of Southold Ms. Jerilyn Woodhouse, Planning Board Chairperson, Town of Southold Ms. Wendy Brodsky, Long Island North Shore Heritage Area Planning Commission SAS:MW:SME • • MAILING ADDRESS: PLANNING BOARD MEMBERS pf SOUIyo Southold,Box 1179 11971 JERILYN B.WOODHOUSE �Q Chair y * OFFICE LOCATION: WILLIAM J.CREMERS y is Town Hall Annex KENNETH L.EDWARDS G �p� 54375 State Route 25 MARTIN H.SIDOR � p^� (cor.Main Rd. &Youngs Ave.) GEORGE D.SOLOMON yCQUN' 1 Southold, NY Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOI�D� Date: December 23, 2005 MEMORANDUM To: Southold Town Zoning Board of Appeals Southold Town Building Department Southold Town Clerk for Southold Town Board Josh Horton, Southold Town Supervisor Southold Town Board of Trustees Southold Town Engineer Mark Terry, Local Water Revitalization Program Coordinator Suffolk County Department of Health Services * New York State Department of Transportation Suffolk County Water Authority * Suffolk County Planning Department Architectural Review Committee From: Victor L'Eplattenier, Site Plan / Re: Agency Referral requests required under Southold Town Code Article XXV 100-254 Review Procedure part C the Planning Board refers this site plan for concerns, comments and Jurisdiction requirements if applicable. Dear Reviewer: The site plan status is a New Active Site Plan. Below is site plan application information pertaining to the listed project: East Marion Fire District Telecom 9425 NYS Route 24, East Marion SCTM# 1000-31-3-11.31 This site plan is for a proposed 120' cellular stealth flagpole type tower with Cingular Equipment installed internally at the height of 107' & 117', the Fire Department antennas are externally located at the heights of 120' & below 96', the pole illustrates a USA flag located at the top on 3.0583 acres split zoned parcel in the R-40 & HB Zones located on the n/s/o NYS Route 25 approximately 494' w/o/s/ Stars Road in East Marion. SCTM#(s) 1000-31-3-11.31 Attached is a copy of the site plan application for your review. Please respond on your agency's position of the above action. Thank you in advance. *Maps are enclosed for your review cc: File, attachment MAILING ADDRESS: PLANNING BOARD MEMBER a SOUrP.O. Box 1179 JERILYN B.WOODHOUSE O�� yQl Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex KENNETH L.EDWARDS CQ 54375 State Route 25 MARTIN H. SIDOR �� cor.( Main Rd. &Youngs Ave.) GEORGE D.SOLOMON ���COUNTr,t1c� Southold, NY 1111 Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 20, 2005 Mr. Walter Gaipa East Marion Fire District P.O. Box 131 East Marion, NY 11939 RE: East Marion Fire District Telecom 9425 NYS Route 25, East Marion SCTM# 1000-31-3-11.31 Dear Mr. Gaipa: Enclosed please find one (1) site plan dated December 9, 2005. This site plan is for a proposed 120' cellular stealth flagpole type tower with Cingular Equipment installed internally at the height of 107' & 117', the Fire Department antennas are externally located at the heights of 120' & below 96', the pole illustrates a USA flag located at the top on 3.0583 acres split zoned parcel in the R-40 & HB Zones located on the n/s/o NYS Route 25 approximately 494' w/o/s/ Stars Road in East Marion. SCTM#(s) 1000-31-3-11.31 The enclosed site plan is being referred to you for fire access review and for your recommendations. Thank you for your cooperation. Very truly yours, ict�platte Site Planner enc. site plan MAILING ADDRESS: PLANNING BOARD MEMBER p f SO(/j[, P.O. Box 1179 JERILYN B.WOODHOUSE O�� '7�//-- Southold, NY 11971 Chair o OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS G Q 54375 State Route 25 MARTIN H.SIDOR (cor. Main Rd. &Youngs Ave.) GEORGE D.SOLOMON 'M'� Southold, NY COU I�11 Telephone: 631 765-1936 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 20, 2005 Mr. Walter Gaipa East Marion Fire District P.O. Box 131 East Marion, NY 11939 RE: East Marion Fire District Telecom 9425 NYS Route 25, East Marion SCTM# 1000-31-3-11.31 Dear Mr. Gaipa: Enclosed please find one (1) site plan dated December 9, 2005. This site plan is for a proposed 120' cellular stealth flagpole type tower with Cingular Equipment installed internally at the height of 107' & 117', the Fire Department antennas are externally located at the heights of 120' & below 96', the pole illustrates a USA flag located at the top on 3.0583 acres split zoned parcel in the R-40 & HB Zones located on the n/s/o NYS Route 25 approximately 494' w/o/s/ Stars Road in East Marion. SCTM#(s) 1000-31-3-11.31 The enclosed site plan is being referred to you for fire access review and for your recommendations. Thank you for your cooperation. Very truly yours, ict�pde Site Planner enc. site plan MAILING ADDRESS: PLANNING BOARD MEMBER OF svor P.O. Box 1179 JERILYN B.WOODHOUSE O�� ��l Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L. EDWARDS G Q 54375 State Route 25 MARTIN H.SIDOR % �� (cor. Main Rd. &Youngs Ave.) GEORGE D.SOLOMON Z2 COU M'N Southold, NY 1111 Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM Date: December 20, 2005 To: Mark Terry, LWRP Coordinator From: Victor L'Eplattenier, Site Planner(/ Re: East Marion Fire District Telecom 9425 NYS Route 24, East Marion SCTM# 1000-31-3-11.31 Status: New application In reference to the above, attached you will find a site plan, LWRP form and EAF. The Site Plan reflects the current proposed build out of this site. Please review for comments, concerns and submission of your consistency report to the Planning Board for review. This site plan is for a proposed 120' cellular stealth flagpole type tower with Cingular Equipment installed internally at the height of 107' & 117', the Fire Department antennas are externally located at the heights of 120' & below 96', the pole illustrates a USA flag located at the top on 3.0583 acres split zoned parcel in the R-40 & HB Zones located on the n/s/o NYS Route 25 approximately 494' w/o/s/ Stars Road in East Marion. SCTM#(s) 1000-31-3-11.31 Site plan enclosed is for your records and does not need to be returned to the Planning Board. Thank you in advance. cc: file Enc.: 1 Site plan date received 12/09/05 i • VL MUNLEY9 MEADE9 XIELSEN ter RE / i/i— 4,1)lq F1 ATTORNEYS AT LAW j/ �Vr/ REPLY 'ro: LJ REPi.Y')'O:'�CJ 160 T11R➢LE NECK Renu 36 NORTH NEW YURK A,,.,I,E GREAT NECK, NEN'YORK 11021 H..Tov, NEW YORK 11743 (516) 487-6500 (631) 425-4100 TF.LKcoPIER TELP.COPIER (51.6) 487-6539 (631)425-4104 December 15, 2005 VIA UPS Mr. Victor L'Eplattenier Town of Southold Planning Board Southold Town Hall P.O. Box 1179 Southold, New York 11971-0959 RE: Application of New Cingular Wireless PCS, LLC For Site Plan Approval Proposed Public Utility Wireless Telecommunications Facility Premises: East Marion Fire District 9245 Main Road East Marion,New York District 1000 Section 31.00, Block 03.00, Lot 011.031 Dear Mr. L'Eplattenier: We represent New Cingular Wireless PCS, LLC in connection with the captioned matter. Pursuant to our submission letter, dated December 9, 2005, enclosed herewith are the LWRP Consistency Assessment Form and Drainage Calculations. hi addition, pursuant to your telephone conversation with Lawrence C. Re today, also enclosed is the landscape plan, which was included in our December 9, 2005 submission as part of the site plan drawings. Should you have any questions with respect to the foregoing,please do not hesitate to call. Very truly yours, MUNLEY, MEADE,+,,NIELSEN &RE By; c 1 0-4-LUa cu — . / r me Marchese, Law Clerk /jm-- Enclosures ` New York Office 99 Pine Street i n f i n i g y Albany, Newyork 12207 Phone: (518)434-2288 Fax: (518) 434-2059 D►zf�1NRc�F Cd��t��.,�-TlavS lz� � lGs- SrSt_ l"PP�c-Tip ta-2FA = q2, i 1 s"s _ q_� A-C-. C 2�)N�'Cv=>= Ccs t C-I Ej�'rv".= c.2c ' (LA"ZIM, N� ----y C = C),z c> DF New B. r��� P� �rz 5 a q�tq C.- .L,S) i ll (�1i C2�r'c-��� t f�:; 1-��IvLF�_�G. �( C�E� •t 5 C.'-''�G L�� tS I NrG4L1�,t _ 810 Marietta Highway • Roswell, Georgia 30075 99 Pine Street •Albany, New York 12207 770-640-9969 518-434-2288 www.infinigy.com ie • • MIUNLRY MEADE� XIELSEN & RE ATTORNEYS AT LAW REPLY TO: ❑ REPLY TO: CJ 160 M]DULE NECK Rowe 36 NoR n NEw YORK Av . GKEAT NECK, NEw YoKK 11021 Hamr w¢ oN, NEw YORK 11743 (316)487-6300 (631)423-4100 TELECOPIKE TELECOPIER (516)487-6339 (631)425-4104 December 9, 2005 BY HAND Jeri Woodhouse, Chairperson, and Members of the Town of Southold Planning Board Southold Town Hall P.O. Box 1179 9 Southold,New York 11971-0959 RE: Application of New Cingular Wireless PCS, LLC For Site Plan Approval Proposed Public Utility Wireless Telecommunications Facility Premises: East Marion Fire District 9245 Main Road East Marion, New York District 1000 Section 31.00, Block 03.00, Lot 011.031 Dear Chairperson Woodhouse: We represent New Cingular Wireless PCS, LLC in connection with the captioned matter. Accordingly, we submit herewith ten(10) sets, as follows: 1. Site Plan Application Form; 2. Applicant's Affidavit; 3. Owner's Authorization Affidavit; r� 4. Full Environmental Assessment Form; j4-56 p 5. Visual EAF Addendum; a 3 6. Filing Fee o , 6.13 which is based upon $500.00/acre or any fraction thereof plus $0.10/square foot of building area; 1D -A 7. Cingular equipment cabinet catalog cut photo; X y Town of Southold Building Department Notice of Disapproval of Building a Permit Application package. Please note that the original Notice of ~ Disapproval was issued on October 10, 2005, but on October 20, 2005 Damon Peter Rallis faxed to us an amended Notice of Disapproval; 9. Existing wireless facility plan and corresponding inventory; 10. List of names and addresses of owners within 100' by tax map number; 11. Applicant Transactional Disclosure Form; l - Jeri Woodhouse, Chau erson, and Members of the Town of Southold Planning Board December 9, 2005 Page 2 of 2 12. Photographs of buildings/structures on surrounding properties; 13. Survey; and 14. ID Site plans, including elevations and landscape plan. It is our understanding that the new Site Plan Application Form requires the submission of a LWRP Consistency Assessment Form as well as a Grading and Drainage Calculations. Please note that upon our receipt of said requirements, we will forward same to the Planning Board. Very truly yours, MUNLEY, MEADE, NIELSEN & RE By: La vrert C. Rd, Lawrence C. Re LCR:jm Enclosures - SUBJECT SITE LI-1017 ■ FUTURE SITES • EXISTING SITES Cingular Wireless Services in the Town of Southold � �ss,+/✓�_..'i :�,' NEW. LQNDQ1t ' "'�.- ' _- Matl[son., iMlOOLESEX .-'Oftl i ¢se,- .,,< .✓-".F„-..m- �•_" - �'t?tOGk Sytxf q ndY NEW HAVEN — C�Mon t = lAaAar � - _ - �mY _ fr Fs 1 t ¢R LI-P{g. yl n=c LOM „'$Miter blalfRH�IHN's"''-" ��_ C.AFAi cY� - u:RepnlBntl sP949PW '= , f- �uion Never. "�_ 3 ��eliar-�B QNofgl ': N MOMauka . Cujef-agueT` SRhhlib . 228 Neer SURWtt N i ¢� - Lf- NEW NEWYORK PaAc ss r s UL t= v oK' '•,"- rn+�amea Eesc t{M1 ' as Aquebo9ue ..-.. e8agepvngck t - aS�Wmlth - f9).9 tl NritlgehamPCon North Sea ..�' A" '( $ n Ll a[ppa.rs.urlgva Na.n.a Omi 5 10 15 CapytlgltJ 19H300�N1ump0.<vp.•aMail¢ .�tlpMnvmivpapA.�epRhaaW -.Copy 9M 200Y OY Gw9[apN[ORa Tetl[nWepy.[ric•i[pai nawvM..!:2p0[IY/.VTEO.M[qaa naane6 T[4 ave IncWaa aav[mvly�[alien wlh pa[mrvNmfivn Cvnav�a¢M1OMIaaJ Xer Maaay IM1a 0.yYn b Rql[MpmM, FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 10, 2005 TO: Munley, Meade,Nielsen &Re a/c East Marion Fire District 36 North New York Avenue Huntington, NY 11743 Please take notice that your application dated September 7, 2005 For permit for construction of a telecommunications tower and equipment structure at Location of property: 9245 Main Road, East Marion County Tax Map No. 1000 - Section 31 Block 3 Lot 11.31 Is returned herewith and disapproved on the following grounds: The proposed telecommunications tower and equipment structure, on this 3.05 acre parcel in the Residential R-40 District, is not permitted,pursuant to Article XVI, Section 100-162. Site plan approval is required from the Southold Town PlanningBoard. oard. Special Exception approval is required from the Southold Town Zoning Board of Appeals. A licant ma a 1 the Zonin Board of A eals fors ecial exce tion a roval and The Plannin Board lana ro al. Autho zed Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. • FOR INTERNAL USE ONLY 46S SITE PLAN USE DETERMINATION Initial Determination Date: 1 / /�/ l 5 Date Sent: v Project Name: EST AAelow 'b�S7ZCT Project Address: �'.�/S� �Ui/lF �1�57 Al�'Oeioxl Suffolk County Tax Map No.:1000- //3/Zoning District: (-"7(1,2 Request:( u,/� amu/ ?l/1�27� �Quis�rh/v�� (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: aJC Initial Determination as to whether site plan is required: SIY� z.� �Uli Signature of BuildiggInspector Planning Department (P.D.) Referral: .. P.D. Date Received:/ / Xr / 03- Date of Comment: 7 Comments: P4 Go*0PXAr`��r /J -SW/F ivl,v Signature of PI ning Dept. Staff Reviewer Final Determination Date: Decision: Signature of Building Inspector TOA of SOUTHOLD OFFICE OF BUILDING INSPECTOR Ij � ® � 1 Town Hall Receipt NO. Southold, New York 11971 Date........ �_ _ _�-................... -..6'.---- . ......��: j.....�......1< ..... . 1..i.... ................................................................... ... ..... Receive �Mf......................................................................... ...................................................... _......./100 Dollars For..................................................................... C Fee for Fee for Fee for Fee for Certificate ❑ Sign ❑ Flood Development Pmt. ❑ Building Permit ❑ of Occupancy 14 ❑ Cash * Check ���7 01 3 $........�J ..... 9............................ .. ............................................................................................................................... Building Department 15 U1LL11N(i KMI1'APPLICATION CHECKLIST BUILDING'DEPARTMENT Do ave or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey, www. northfork.net/Southold/ PERMIT NO. Check Septic For N.Y.S.D.E.C. Trustees Examined 20_ Contact: Lawrence C. Re' Approved 20 '1to:Munley, Meade Nielsen & Re' Disapproved a/c N. New York Ave Hunti n4ton, M ktor Phone:_631-4 -4 00 11743/ Expiration ,20u1 mg Ins f PLICATION FOR BUILDING PERMIT n UU. Date 20 ;pz vo INSTRUCTIONS a. T 'sati.on MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. New Cingular Wireless PCSp,� LLC Signature pfilVe' ap ab1 17 ty aLCor�p°a y°f') (A Del ware LimilTe�o LL 333 Crossways Park Driv hoodbtry NY 11797 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Lessee Name of owner of premises East Marion Fire District Del aw r imi L' bi 1 i t Ctim s n t_he tax roll or latest deed) If applicant is a/ rporatl re of�uly an Chla tYtticer B (Name an i e of rporate officer) Joseph Swee , ystem Development Manager Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 9245 Route 25 East Marion House Number Street Hamlet County Tax Map No. 1000 Section 31 Block 3 _Lot 11.31 Subdivision Filed Map No. Lot (Name) — 2. State existing use and occupancy of premises and intended use and occupancy of proposed cons trutz ion: a. Existing use and occupancy Firehouse b. Intended use and occupancy Publ i c Uti 1 i ty Wi rel ess Tel ecommu ni cati on Faci 1 i ty - Unmanned 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work a arnmmi�nir'atiyi nrr�a�, (Description) 4. Estimated Cost $130, 000.00 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units N/A Number of dwelling units on each floor N/A If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front a Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth Eugene Kessler, as Executor of the Estate 10. Date of Purchase 11/23/98 Name of Former Owner of Herbert R. Mandel 11. Zone or use district in which premises are situated R40 and RB 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO— /at limited area of construction only 13. Will lot be re-graded? YES x NO Will excess fill be removed from premises? YES x NO_ East Marion 9245 Route 25 14. Names of Owner of premises Fire pistrictAddress East Marion Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey, STATE OF NEW YORK) SS: COUNTY OF ) Joseph Sweet being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (§)Heisthe System Development Manager of New Cingular Wireless PCS LLC (Contractor,Agent, Corporate Officer, etc.)Lessee - Authorized Agent of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn before me this New Cingular Wireless PCS, LLC — t a of Q4 t,420 05 By: Notary ltc gnature of Applicant Josep weet, System Development Manager •LASER FICHE FORM • Planning Board Site Plans and Amended Site Plans SCANNED SPRe Type: Approved Project Type: Site Plans SEP2 0 2007 Status: Final - Pending Inspection SCTM # : 1000 - 3l .-3-11.31 Records Management Project Name: East Marion FD Telecom 12/05 Address: 9245 NYS Route 25, East Marion Hamlet: East Marion Applicant Name: New Cingular Wireless, PCS. LLC Owner Name: East Marion Fire District Zone 1 : R-40 Approval Date: 9/10/2007 OPTIONAL ADDITIONAL INFORMATION A date Indicates that we have received the related Information End SP Date: 9/11/2007 Zone 2: HB Zone 3: Location: located on the n/s/o NYS Route 25 approximately 494' w/o Stars Road, in East Marion. SC Filing Date: Cand R's : Home Assoc: R and M Agreement: SCAN Date: • NEW D ■ cin ular WIRELESS "F'Y �Q07 SITE NUMBER: LI-1017 CINGULAR ID: NYCENY1017 SITE NAME: EAST MARION DRAWING INDEX REV DIRECTIONS PROJECT INFORMATION FROM CINGULAR OFFICE TAKE 495 EAST TO OLD COUNTY ROAD (CR-58) TO MAIN ROAD (SR-25). FROM 1-495 APPROXIMATELY 26 MILES. SITE WILL BE ON THE LEFT OF MAIN ROAD. T01 TITLE SHEET H SCOPE OF WORK: AN UNMANNED TELECOMMUNICATION FACILITY INCLUDING THE INSTALLATION Z01 SITE PLANOF OUTDOOR EQUIPMENT CABINETS AND (3) PANEL ANTENNAS MOUNTED 0 WITHIN UNIPOLEE Z02 DETAILED SITE PLAN AND DETAILS O SITE ADDRESS'_ 9245 MAIN ROAD EAST MARION, NY 11939 Z03 ELEVATION VIEWS 0 LAND OWNER: EAST MARION FIRE DISTRICT VICINITY MAP P.D. BOX 13111- Z04 CONSTRUCTION DETAILS 0 EAST MARION, NY 11939 APPLICANT: NEW CINGULAR WIRELESS PCS, LLC Z05 LANDSCAPE PLAN O 15 EAST MIDLAND AVENUE _ 41.1278-72.3414 PARAMUS, NEW JERSEY 07652 � TAX ID NUMBER: 31-3-11.31 TIUUNDERSIGNED,PURSUANT TO SOUIHOLD TOWN CODE SECT ION 2s LATITUDE (NAD 83): 41• 07' 40.1" 100'254(0 ACKNOIEDGES THAT THE CONDITIONS OF THE SITE PLAN LONGITUDE NAD 83 : 72' 20' 29.2"_qR O AL SET ORTH IN THE RESOLUTION OF APPROVAL DATED ( ) *' y / FARE ACCEPTED.(SEE COMMONS ON RESOLUTION) 4R ELEVATION (NAVD 88): 32' AMSL PLEASE PPXrrN JURISDICTION: TOWN OF SOUTHOLD ea✓v t CURRENT USE: FIRE STATION T � q/1Q/� A. T f "� •a� PROPOSED USE: TELECOMMUNICATIONS FACILITY A OR ED SIGNATURE 25rt...,, ..•�'•? TII'I, DATE 114 CURRENT ZONING: SPLIT-ZONED HE AND R-40 APPROVED BY ELECTRIC COMPANY: LIPA 60 TELEPHONE COMPANY: VERIZON TOWN OF SOUTHOI,D PI..ANNING BpARD Od _L/ /1i4 9 SITE QUALIFICATION PARTICIPANTS A RIZED SIGNATURE TITLE DATR 2s NOTE:The approved site development plan shall be valid for 43 NAME COMPANY NUMBER a period Of three(3)years from the date of approval as perSB A/E JOHN STEVENS INFINIGY ENGINEERING (518) 434-2288 Code Section 100-255. 25 O5 36 27 SAC JOY MOONEY HIGHLANDER CONSULTANTS, INC. (631) 581-8105 Z4 24 39 27 LANDLORD DANIEL WOOD EAST MARION FIRE DISTRICT (631) 477-0539 5t 104 27 80 CON GERRY BROCK BECHTEL (205) 335-5505 RF TARIK OUAllANI BECHTEL (201) 755-2154 a �/ A i 6 n9 fR en; !9" / EAST MARION NE: 300 GRUT o S 8Lw. Gam' SITE NO. LI-1017 TITLE SHEET STE. 312 c n 0 -16-07 ISSIIEU FOR ZaMG MY( GJW JJ6 ALBA9Y, Nr uzo3 9245 MAIN ROAD OFFICE: (618) 690-0760 EAST MARION,NY 11939 r A _20-06 IssuED FOR niMiw/e0rlprt FM CJW .us 150-034 WIRELESS 40 DATE RENSKINS BY CHK P' JOB / SITE DRAWING NUMBER REV SC6LE: DESIGNED: DRAWN: 24897 NVCENV7017 TO1 p nnl or I \ N/F GENERAL NOTES: \ ANTHONY LEKAKIS \ I. SITE PLAN INFORMATION WAS WAS BASED ON VARIOUS SOURCES USE: RESIDENTIAL VACNAT LAND \ OF INFORMATION INCLUDING FIELD NOTES & MEASUREMENTS I ZONED: R-40 \\ji,3, SITE PLAN IS NOT TO SCALE. PERFORMED BY INFINIGY ENGINEERING, PLLC OF NY. D ACTUAL FIELD CONDITION OF ^ EXISTING BUILDING STRUCTURE IS 2. THIS PROPOSAL IS FOR AN UNMANNED TELECOMMUNICATIONS FACILITY N/F % NOT WHAT IS DEPICTED ON THIS CONSIS TING OF PANEL ANTENNAS MOUNTED TO A UNIPOLE, CHERYL L. SONDARCHUK \ PLACEMENT OF SMALL, WEATHERTIGHT RADIO EQUIPMENT CABINETS � Z03 \ PLAN, CINCULAR COMPOUND ANDUSE: RESIDENTIAL - 1 FAMILY RESIDENCE TOWER SETBACK DIMENSIONS AREWITHIN THE SUBJECT LEASEHOLD, AND ASSOCIATED APPURTENANCES. ZONED: R-40 IXISIING \\ TRUE FROM PROPERTY ONES. 3. THE PROPOSED CINGULAR WIRELESS SERVICES FACILITY WILL BE UNMANNED AND `3gUj 1t 1F CONC' SAAB % �� \\ DOES NOT REQUIRE WATER OR SEWER SERVICE. YD LOT 1 a�• �, �k1�,h �'�/ ," \\ 4. THE PROPOSED CINGULAR WIRELESS SERVICE FACILITY IS UNMANNED, AND IS NOT ,, N F \- INTENDED FOR HUMAN HABITATION AND THUS DOES NOT REQUIRE HANDICAP g5% PROPOSED 16'x22' w q� WHITE SW EMLL \\ ACCESS. C\i FENCED ' UNI AREA USE: 1 FAMILY \ \ 5. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION ZO2 WITH 110' BUJEE \ RESIDENCE \ BY CINGULAR WIRELESS TECHNICIANS APPROXIMATELY 2 TIMES PER IN NEUTRAL BLUE ZONED: R-40 \ \ ) ` GRAY COLOR / N/F + \ MONTH. C EASTERN BREEZES }.Ng6 a �\ * `� R E. ''�\� \\ 6. NO STROBIC LIGHTING IS INCLUDED IN THIS PROPOSAL. EXISTING USE: 1 FAMILY ` \ �+ .Y,1�V' w BUILDING A 5 1 RESIDENCE �9"\ 7. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM ZONED. R-40 `& \\ THIS PROPOSAL. \P� \�, \ 8. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. ``` 9. EXTERIOR SIGNS ARE NOT PROPOSED. N/F }ZAD PROPOSED ACCESS THROUG♦ GEATRAKIS & GEORGE ` EXISTING ENTRANCE AND ` \ 10. NO NEW ACCESS ROAD WILL BE REQUIRED UNDER THIS APPLICATION. C KORTSOLAKIS ` MKING AREA \ USE: RURAL RESIDENTIAL gJy9-� \ \ 11. TOTAL AREA OF DISTURBANCE UNDER THIS PROPOSAL: 370 SF:: ZONED: R-40 Ott• /) / \ 1 \� \\ 12. THE INCREASE IN STORM WATER RUNOFF DUE TO THE INCREASE IN I 'K? / \ IMPERVIOUS AREA IS INSIGNIFICANT. EXISTING DRAINAGE PATTERNS WILL \4. 71•% /// \\ NOT BE ALTERED. THEREFORE, DRAINAGE STRUCTURES ARE NOT PROPOSED. \ _ •'`D°! \ •./ // \\ 13. ALL CONSTRUCTION FOR SITE IMPROVEMENTS SHALL CONFORM TO APPLICABLE �p SPECIFICATIONS, STANDARDS, AND REQUIREMENTS OF THE GOVERNMENTAL �• .Y� B / OR UTILITY AUTHORITIES HAVING JURISDICTION. 14. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED N/F `I•EXSRNG d ` ' / �. AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF SYLVIA M. DALEY 5 FIREHOUSE //�' THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. USE: 1 FAMILY RESIDENCE k26' b `l9• +t / NOTE METES AND BOUNDS ARE TAKEN EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN ZONED: R-40 % ` // PO FROM A SURVEY PERFORMED BY EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. y ory / O PECONIC SURVEYORS PC, LICENSED CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING LAND SURVEYOR. CREW. THIS WILL INCLUDE BUT NOT LIMITED TO A) FALL PROTECTION S 65.40.00• WB) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION 19.38" !'?• / 15. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWING AND STIPULATED IN THE PROJECT SPECIFICATIONS. N/F 1y ,/ EXISTING 16. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER E.M. WAR MEMORIAL ASSOC. URUIY POLE APPROVED BY REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. B USE: RESIDENCE ZONED: HE 17. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW „2 AWAY FROM THE RADIO EQUIPMENT AND TOWER AREAS. SITE PLAN PLANNING BOAFID 18. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 0 TOWN OF SOUTI'IOL9 19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTIUTIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, M7---- SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE DATE SEP 10 2W! EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF SYMBOLS AND MATERIALS SITE LEGEND y ------ -- ENGINEERING. --_--_ F 20. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND GALLED NORTH 7 �B(( 'I NOT COVERED BY THE PROPOSED IMPROVEMENTS SHALL BE RESTORED DETAIL REFERENCE PROPERTY UNE uA AS REQUIRED. ��A FENCE LINE - -'' 21. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION,♦♦♦ ■ ■ K K- - _—________.._.. .._. SECTIONS AND DETAILS SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR E ELECTRIC SERVICE EROSION AND SEDIMENT CONTROL. 22. ALL SITE WORK SHALL BE COORDINATED WITH THE PROPERTY OWNER 0 CONCRETE * AS REQUIRED.TELEPHONE SERVICE 23. CONTRACTOR ONTACT DIG ALERT: 800-962-7962 TO EARTH 5o PROPOSED CONTOUR LOCATE UTIES PRIOR TO CONSTRUCTION. GRAVEL/STONE 50EXISTING CONTOUR AM O�S. uj��O A Z infinigy • NEw e ngIneering cd EAST MARION 300 a,Ent onxs elw. SITE NO. LI-1017 c i n g u I a r SITE PLAN T 3,: o tIf-07 Issum TDR mro IMK ua . Nr 12203 9246 MAIN ROAD OFFICE: (518) 60-0790 EAST MARION,NY 11939 A 2o-OB swm TOR REYEN/C.oLIIFNT PHR C:JW D-It 19 S 150-034 WIRELESS DATE RE MNS B CWC P. JOB SITE i F DRAWING NUMBER REV v SCNE: ' EIMCNED: DRAWTJ: 24697 INYCENY10171Z01 1 0 ^ 9Fn a AUX CABINET SUPPORT POST + BRACKET FOR EXTENDED T HANGER BRACKET CHANNEL (PIROD INC OR EQUAL) (PIROD INC OR EQUAL) MAXIMUM ALPHA 850/1900 BTS REMOVNCUT ST LENGTH G UNCAPPED SUIT ENE BY CABLE SPAN = . 80' (TY62) D FJ 24 VDC PART NO. 852168 OR 852163) (PIR 9" PART NO. RIDGE ) BETA 850/1900 BTS Q 9" WIDE ICE BRIDGE � CHANNEL (PIROD INC. OR CUT ICEBATTERY CABINET CQHANN)EL LENGTHBTOO SUR GAMMA 850/1900 BTS INSTALL DRIP LOOP ON ANTENNA (SEE NOTE) (PIROD PART CABLES AT BOTTOM OF NO. 852168 OR 852163) TOWER/MONOPOLE. BENDING PROPOSEDRADIUS PER MANUFACTURER'S GATE (TYP) T\ ANTENNA CABLES STANDARDS BYOGTROCOMMSCOPE BY CONTRACTOR. NOMINAL CABLE jjCABLE HANGER MANUF. MIN. PART BEND RADIUS CABLE SIZE PART NUMBER 4�i�7 4 Z FOR CABLE HANGER NUMBER �44h�.NN- o SEE TABLE BELOW 7/8• FXL1070PE 1070EZS 10" MCPA CABINET 1 1/4" FXL1480PE 1480EZS 15" N Q LOCATION OF CINGULAR EQUIPMENT ON g• CR1973PE 1873EZS 20" APPROXIMATE 10'-0"z22'z8" DEEP PROPOSED 1 5/8 CONCRETE PAD 2" ABWE EXISTING GRADE a�A UMTS BIS . % o z I ��y�L�) %• PROPOSED CINGULAR o I }J 110' UNIPoLE p �' I-I_ CONCRETE PIER G IN NEUTRAL BLUE/ u PROPOSED LANDSCAPE GRAY COLOR p BUFFER PROPOSED 290 SQ. FT. CINGULAR FENCED AREA (6' BLACK VINYL COATED CHAIN LINK FENCE) 12" PROPOSED 16'x22' LOCATION OF CINGULAR GPS ANTENNA MOUNTED CINGULAR LEASE AREA TO PIPE MOUNT CABLE ICE BRIDGE DETAIL PROPOSED POWER/ 3 SCALE: NTS TELCO FRAME ZO2 UNISTRUT PIPE/CONDUIT CLAMP P1119 OR P2558-35 (GALV.) (TYPICAL) FOLLOW MANUF. RECOMMENDATIONS FOR DUAL 150 WATT 120 VOLT BOLT TORQUE INCADESCENT FLOOD LIGHTS 3 1/2" O.D. 4'-0" DETAILED SITE PLAN �� CALLED NORTH _ POS SCKE: ---- -- — — APPROVED BY - - - �UNISTRUT P1001 (GALV) PROVIDE TOR TO Li MOUITIINGHARDWARE PLANNING 80AitD 40 D B GENERAL SITE NOTES: PIPE (GALv) w O 1. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH TOWN OF SOUTHOLD 1pUNISTRUi P1GO1 (GALV) pX TPHBpU FEED,20V. 3 LL a UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. SINGLE POLE TOGGLE m 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES DATE SEP 102007 UNISTRUT 1001 GAL SWITCH AND NEMA 3R r J-BOXSWITCH AND PLATE WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, FINISHED GRADE AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE .0 RELOCATED E DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD N le It USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER AWING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE n II It WORKING ENGINEER. u u s, a 3. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, 10'0 PLAIN WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CONCRETE OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT LCONCRE PIER INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF AN ENGINEER. 4. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW ELEC/TELCO SUPPORT RACK AWAY FROM ALL EQUIPMENT AND TOWER AREAS. SCALE: Nrs 3 5. GARBAGE, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER.. 6. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT SOF NE,vI,,- J. A COVERED BY THE BUILDING OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM Q $. SbF O SLOPE, FERTILIZED, AND SEEDED. en9fD , Pi 99 y EAST MARION • NES DETAILED SITE PLAN wo CRU o12 BLw. C.p/ SITE NO. LI-1017 I AND DETAILS 0 "" 6S11FD TOR ZONING MAX Ca sc. 1 9245 MAIN ROAD ` cTncE(sL8) 690-0790 EAST MARION,NY 11939 nguA 20-06 ISMJED FGR F0tW/00MMFM PHR GAY i!}9 150-034 WIRELESS 0 DATE REMSpNS BY CHK P' �r4608 SITE # DRAWING NUMBER REV g510vT SCALE: DESIGNED: DRAWN: 248 SIG97 INYCENY10171 Z02 1 0 u.T A T: I ENGINEERING HAS NOT EVALUATED THE TOWER FOR THIS SITE. IT IS THES RESPONSIBILITY TO INVESTIGATE ANY CONCERNS WHEN ADDING ADDITIONALD NT TO THE TOWER. SECTOR 1 — 30' PROPOSED ARE DEPARTMENT ANTENNA UNIPOLE FIRE DEPARTMENT ANTENNA SECTOR 3 — 250' SECTOR 2 — 150' PROPOSED CINGULAR EQUIPMENT PROPOSED CINGUUN EQUIPMENT AREA (1) ANTENNA PER SECTOR AREA (1) ANTENNA PER SECTOR PROPOSED CAV"AMIEMANS (I ANT&M PER SECTOR) MODEL J.' IGAIREM 800 10121 CALLED NORTH ANTENNA LAYOUT C wz J J APPROVED BY PLANNING BOARD � TOWN Of SOUTHOLD 4 ARE 30'DEPARTMENT ANTENNAS Z j DATE GREED DEPARTMENT ANTENNAS n SEP 10 2007 U O O o, 10.3' J O v < a _ b i c GC-G M ANTENNA MODEL - 800 tout -H -ANTENNA WEIGHT 46.3W LOCATION OF GPS ANTENNA MOUNTED TO PROPOSED 6' BLACK ANTENNA DETAIL MODEL #: H-FRAME VINYL CHAIN LINK FENCE KATHREW 80010121 EPROPOSED Covo" SCALE: NTS PROPOSED 6' BLACK VINYL CHAIN LINK FENCE GRADE LEVE (AMSC) AT 1Flf IME�)7ilS DESICAI, AVAiNlG1'EM7//EOWAG TOWER FOUNDATION DESIGN GRADE LEVEL = 32' (AMSC) TOWER FOUNDATION DESIGN IYtS NOT FRONDED TOIYOl AWAM FMAL ANlENAN GRADE LEVEL — (AGC) GRADE LEVEL = 0' (AGC) (BY OTHERS) RAO GOITER AND 0.'11X SIZE ANY NEED TO BE REWSEO (BY OTHERS) EAST ELEVATION �� SOUTH ELEVATION NOT TO SCALE _ NOT TO SCALE � OF Nj y A gA�P �d S. 3 rF, I n f l n I 9 �/ EAST MARION NEW Tt e n g1 neeri n g C.w/ ■ - u ELEVATION VIEWS 300 GREAT WS BLVD. SITE NO. LI-1017 D t6-07 Issun EOR 1oNRTG MAN am 312 9245 MAIN ROAD c i n g u I a r om STE iso�o7so EAST MARION, O 11939 A 10-06 5511m TOR REVIEW/COWFHT PHR CJ JJfi Q�'�n� �j' WIRELESS 0 PATE RENSIONS BY CHK P' �t B SITE DRAWING NUMBER REV 150-034 SCA E: DESIGNED: DRAWN: S)`^`! 24897 INYCENY10171 Z03 1 0 _ . . I QTN. R 4'-0" GATE OPENING D END OR CORNER POST (TYP.) 10.-0' MAX. SPACING 2' MESH, 9 GAUGE GALV. BLACK VINYL MALLEABLE IRON FORK COATED CHAIN LINK LINE POST TYP. 1-1/2 PAIR INDUSTRIAL TYPE LATCH WITH PROVISION FOR (TYP.) MALLEABLE IRON OFFSET PADLOCK (PAGE-WILSON TYPE 75 1 1/400 BRACE RAIL PIN HINGE (PAGE-WILSON GATE LATCH ASSEMBLY OR EQUAL) TOP RAIL (TYP) M-6 OR EQUAL) BLACK VINYL COATED CHAIN LINK 3/B'0 TRUSS ROD WITH H< TURN BUCKLE. mj w� 2' CROWN 2 1/2' O.D. POST �N 3-1/2" 3 (TYP.) FINISH GRADE om x �U o 48' OR 6' BELOW FREEZE I I I !I /7 GAUGE p? UNE. WHICHEVER IS GREATER I>_I I. I c f I BOTTOM TENSION WIRE (-CROWNN(TP.) _ V-2" :� III12" 0 FOR IJ- C pv i I-•I I .I^— �I�) UNE POSTIF ELECTRICAL COPPER BRAID U I I "�I 4 IU,` ~'a ? (TYP.) SEE GROUNDING DETAILS t`*' �` APPROVED J CONCRETE II %. m� L�f FOOTING, TYP. II PLANNING BOARD SPACING MAK II II SPACING (TYP.) , T,•-2• TOWN OF SOUTHOLD 7YP. FOR END, CORNER, & GATE �,�---- n�nnn7 POSTS GATE DETAIL DATE E� 1 o 2 SCv`. "5 T CHAIN LINK FENCE DETAIL (ELEVATION)II, INSSTAALLErAL �WIT SLOTTSS FENCE NOTES: B FINISH GRADE PARALLEL TO FENCE w 1. FENCING MATERIALS SHALL BE OF GALVANIZED STEEL w j 2. POST, BRACES AND GATE FRAMES SHALL BE SCHEDULE 40 (STANDARD WEIGHT) PIPE SIZES SPECIFIED ARE NOMINAL IAUETR 3. DOUBLE SWING GATE SHALL BE PROVIDED WITH TUBULAR PLUNGER N I I� III 'n I a l .��':_ i' 2AFORK LOCK CATCHES,P1 RCATCH FORK PLI LOCK �UNGERER UIBAR, ANDT 2H GATESTLOCATED AS DIRECTED BY THE OWNER. 4. POSTS, CAPS AND OTHER NECESSARY FENCE FITTINGS SHALL BE AS CONCRETE :I_� .+' MANUFACTURED BY THE FENCE MANUFACTURER OR EQUAL HINGES SHALL BE OF GALVANIZED STEEL 10" CONCRETE 5. POSTS SHALL BE SPACED EQUIDISTANT BUT NOT MORE THAN 10' O.C. 6. BOTTOM OF FENCE SHALL BE NO MORE THAN 3" ABOVE 10' GRADE AT ANY SECTION. GATE DETENT DETAIL GATE/STOPPER DETAIL scut: Nrs 3 scNE: 4 cEof IN A gr,P 5. ST�cy�O o y I n fI n I g v EAST MARION • NEw CONSTRUCTION engineeringC=. / singular 30o GRUT o Bow. SITE NO. LI-1017 M 3129245 0 16-07 esllm FOR zax6q VAK CJW u R.xr, Kr 90-0 EAST MARIOIN.NY11939A 20-06 MusD FOR REYEw11COWpO PHR cIw m 0 1096 C'' DETAILS OFFICE: (51 e) 690-0)90 150-034 WIRELESS 10DATE RensroNs Rr cNK 0 a SITE DRAMIHG NUMBER IREv e . SCALE: DESIGNED: PRAWN; 24897 NYCENY1017 Zod 1 0 ' 0E6 T 6E . NOTE SET TREE PLUMB PRIOR TO STAKING D ROOTBALL PR TO STAKE EXCEED DWAETEg OF ROOTBALL BY 24 RUBBER HOSE ROOTBALL 120' TYP. Q C II (2 PLY GREEN) GUY WIRE Q GUY WIRE RUBBER HOSE (DOUBLE STRAND, 2 4MVARE PLAN �,V �yL� 3'APPROVED MULCH ,p,T' 5 )- (3±300 SETTED APPROVEDTMMULCH S4 REBAR STAKE _ �• - �S,nV7J�� ) DRNEDBELOOa CRADE CULTIVATED SOIL- 24' DIAMETER LARGER / C„ � �`�•- O�IFY BASE THAN(gQT RT HALL COINER 4 OO7D411 ADD EXCAVATED TO SOIL `7 AS NEEDED 10 BRING - - SECTION REF M FINISHED GRADE; TAMP TO PREVENT SETTLING /.�• p TREE STAKING AND GUYING NOT TO SCALE EASTERN RD CEDAR (TYP) C PROPOSED 5' LANDSCAPE GENERAL PLANTING NOTES BUFFER 1. STANDARDS SET FORTH IN 'AMERICAN STANDARD FOR NURSERY STOCK', LATEST EDITION, REPRESENT GUIDELINE - SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. --.-- 2. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER'S REPRESENTATIVE BEFORE, ,�, ^n�O�V/�® DV DURING, AND AFTER INSTALLATION. PP U 1 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL PLANNING BOARD UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. TOWN OF SOJTHOLD 4. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 5. ALL PLANTS MUST BE CONTAINER-GROWN OR BALLED AND BURLAPPED AS SPECIFIED. DATE C�Fy, o � 6. ALL TREES MUST BE STRAIGHT TRUNKED, FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 4l Ls 7. ALL TREES MUST BE GUYED OR STAKED AS SHOWN. LANSCAPING PLAN CALLED NORTH 8. ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. scut: 1 ' 9. THE ENGINEER'S REPRESENTATIVE WILL APPROVE THE STAKED LOCATION OF ALL PLANT 10 o MATERIAL PRIOR TO INSTALLATION. 10. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS B BEFORE PRICING THE WORK. 11. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PUNTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZATION, ETC.) OF PLANTING AREAS UNTIL THE WORK S ACCEPTED IN TOTAL BY THE ENGINEER'S REPRESENTATIVE. TOTAL AREA DF D n c }300 SF 12. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 13 ANY WORK) SHALL BEIAL THAT ROMPTLYIREMOVED FROM TURNS BROWN HE SITE AND REPLACED OR DEFOLIATES R TO WITHTOTAL MATERIALCOF THE OF THSAME SSPECIES, PLANT MATERIALS LIST QUANTITY, SIZE AND MEETING ALL SPECIFICATIONS. 14. THE CONTRACTOR SWILL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE QUANTITY COMMON NAME SIZE REMARKS (1) YEAR BEGINNING AT THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MME ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. 12 EASTERN RED CEDAR Y MIN. HEIGHT O EQUALLY SPACED ALL PLANTING MFRS WILL E TILLED AND RPNffD FOR PLANTING BY THE ADDITION OF APPROPRIATE SOIL AMENITIES AND TOPPED WITH MIN. 3'APPROVED MULCH. or Ne yy q�P�a Fy A i nfi n i a �/ NEW e n g i n e e r i n g"__/ EAST MARION uwI sxE slx (.V SITE NO. LI-1017 C i n g u I a r09'5 � �NDSCAPE PLAN ]Oo cRFAT DA2 B4W. 0 16-07 ss1ED FOR mno WWR 9245 MAW ROAD A 10-°6 I3S1ED FOR RLVEW/ou16pR(518) 6 07m EAST MARION,NY 11939150-034 WIRELESS ° °"E REVm0N5 doe mE DRAWING NUMBER REV e SOME: DESIGNED: ORAWN: 24897 NYCENY1017 Z05 1 0 RFR ! • NEW ° ■ cingular Vi 4y 4 aloLle— WIRELESS SITE NUMBER: LI-1017 CINGULAR ID: NYCENY1017 SITE NAME: EAST MARION C DRAWING INDEX REV DIRECTIONS PROJECT INFORMATION FROM CINGULAR OFFICE TAKE 495 EAST TO OLD COUNTY ROAD (CR-58) TO MAIN ROAD (SR-25). FROM 1-495 APPROXIMATELY 26 MILES. SITE WILL BE ON THE LEFT OF MAIN ROAD. SCOPE OF WORK: AN UNMANNED TELECOMMUNICATION FACILITY INCLUDING THE INSTALLATION T01 TITLE SHEET 0 OF OUTDOOR EQUIPMENT CABINETS AND (3) PANEL ANTENNAS MOUNTED WITHIN UNIPGLE. Z01 SITE PLAN 0 SITE ADDRESS: 9245 MAIN ROAD Z02 DETAILED SITE PLAN AND DETAILS 0 EAST MARION, NY 11939 LAND OWNER: EAST MARION FIRE DISTRICT Z03 ELEVATION VIEWS 0 P,O. BOX 131 VICINITY MAP EAST MARION, NY 11939 Z04 CONSTRUCTION DETAILS 0 APPLICANT: NEW LINGULAR WIRELESS PCS, LLC 15 EAST MIDLAND AVENUE Z05 LANDSCAPE PLAN 0 PARAMUS, NEW JERSEY 07652 41.1278-72.3414 TAX ID NUMBER: 31-3-11.31 t OF Nei, � 2s LATITUDE (NAD 83): 41' 07' 40.1' LONGITUDE (NAD 83): 72' 20' 29.2" ELEVATION (NAVD 88): 32' AMSL ; JURISDICTION. TOWN OF SOUTHOLD CURRENT USE: FIRE STATIONbF. PROPOSED USE: TELECOMMUNICATIONS FACILITY 114 CURRENT ZONING: SPLIT-ZONED HB AND R-40 ELECTRIC COMPANY: LIPA TELEPHONE COMPANY: VERIZON Zp SITE QUALIFICATION PARTICIPANTS 25 NAME COMPANY NUMBER 43 5e ASE JOHN STEVENS INFINIGY ENGINEERING (518) 434-2288 75 105 38 Zi SAC JOY MOONEY HIGHLANDER CONSULTANTS, INC. (631) 581-8105 74 24 39 77 LANDLORD DANIEL WOOD EAST MARION FIRE DISTRICT (631) 477-0539 51 CON GERRY BROCK BECHTEL (205) 335-5505 04 21 OD - RF TARIK OUAZZANI BECH TEL (201) 755-2154 A i n fPNR C.IYI .us l n l g 300 GREAT EAST MARION • NEi TITLE SHEET Is n n g i e e r i n g SITE NO. LI-1017 0 -15-07 rss Eo roR zowNc `° c+ 312 siE9EY9. a n g u a r -20-06 IswEp ra+ +h l. 312 9245 MAIN ROAD A RflFW/Cp�LM A18ANY, NY 12203 EAST MARION,NY 11939 OFFICE: (518) 690-0790 p DATE REVISIONS BY CHK P' JOB / SITE / DRAWING NUMBER REV WIRELESS z4es7 NYCENV7017 Tp/ 150-034 SCALE: DESIGNED: DRAWN: n.n ao GENERAL NOTES: 1 N/F \ \ 1. SITE PLAN INFORMATION WAS WAS BASED ON VARIOUS SOURCES ANTHONY LEKAKIS �\ \ OF INFORMATION INCLUDING FIELD NOTES & MEASUREMENTS D USE: RESIDENTIAL VACNAT LAND '\ \ PERFORMED BY INFINIGY ENGINEERING, PLLC OF NY. 1 ZONED: R-40 \ \ \ SITE PLAN IS NOT TO SCALE. A ' ACTUAL FIELD CONDITION OF 2. THIS PROPOSAL IS FOR AN UNMANNED TELECOMMUNICATIONS FACILITY �• \ EXISTING BUILDING STRUCTURE IS CONSISTING OF PANEL ANTENNAS MOUNTED TO A UNIPOLE, N/F NOT WHAT IS DEPICTED ON THIS PLACEMENT OF SMALL, WEATHERTIGHT RADIO EQUIPMENT CABINETS CHERYL L. BONDARCHUK 1 1 'op Z03 \ PIAN. CINCULAR COMPOUND AND WITHIN THE SUBJECT LEASEHOLD, AND ASSOCIATED APPURTENANCES. USE: RESIDENTIAL - 1 FAMILY RESIDENCE ' V, \�A TOWER SETBACK DIMENSIONS ARE ZONED: R-40TRUE FROM PROPERTY ONES. 3. THE PROPOSED CINGUTAR WIRELESS SERVICES FACILITY WILL BE UNMANNED AND O` yam' TY Ft CONC. `rtj.' \�J1 �•, \ DOES NOT REQUIRE WATER OR SEWER SERVICE. ' �0 \ 4. THE PROPOSED CINGULAR WIRELESS SERVICE FACILITY IS UNMANNED, AND IS NOT P X1N' /, `�t^ \9 \ INTENDED FOR HUMAN HABITATION AND THUS DOES NOT REQUIRE HANDICAP / - LOT 1 .� k c ' N/F �� ACCESS. PROPOSED 16'x22' q� \� WHITE SWAN EMLL N e S1 USE: 1 FAMILY \ \ 5. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION FENCED LEASE AREA WITH 110' UNIPOLE •`� RESIDENCE � \ BY LINGULAR WIRELESS TECHNICIANS APPROXIMATELY (2) TIMES PER IN NEUTRAL BLUE/ / N F \`5 ZONED: R-40 �\ \ MONTH. �y GRAY COLOR }4 / EASTERN BREEZES \ �� \ 6. NO STROBIC LIGHTING IS INCLUDED IN THIS PROPOSAL. R.E. `�' 1 `= EXISTING 136' ` N USE: 1 FAMILY '.�y` \ 7. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM S, X82 W BUILDING 5 N RESIDENCE \ THIS PROPOSAL. 4 '� iA ZONED: R-40 B. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. �\ 9. EXTERIOR SIGNS ARE NOT PROPOSED. N/F , .Y,1� / , PROPOSED ACCESS THROUGH 10. NO NEW ACCESS ROAD WILL BE REQUIRED UNDER THIS APPLICATION. C GEATRAKIS & GEORGE / `,EXISTING ENTRANCE AND \ �\ KORTSOLAKIS `� ( ARKING AREA �\ \ 11. TOTAL AREA OF DISTURBANCE UNDER THIS PROPOSAL: 370 SFt USE: RURAL RESIDENTIAL ZONED: R-40 UIQ' \ ``Z > i 12. THE INCREASE IN STORM WATER RUNOFF DUE TO THE INCREASE IN IMPERVIOUS AREA IS INSIGNIFICANT. EXISTING DRAINAGE PATTERNS WILL Ix % 1 NOT BE ALTERED. THEREFORE, DRAINAGE STRUCTURES ARE NOT PROPOSED. 13. ALL CONSTRUCTION FOR SITE IMPROVEMENTS SHALL CONFORM TO APPLICABLE SPECIFICATIONS, STANDARDS, AND REQUIREMENTS OF THE GOVERNMENTAL OR UTILITY AUTHORITIES HAVING JURISDICTION. 14. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF N/F 0' EXISTING �' �' i� THE WORK, SHALL BE RELOCATED AS DIRECTED.BY ENGINEERS. SYLVIA M. DALEY05 FIREHOUSE �j NOTE: METES AND BOUNDS ARE TAKEN EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN USE: 1 FAMILY RESIDENCE �.2 ' b 9 3 i i O FROM A SURVEY PERFORMED BY EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. ZONED: R-40 . 4, a ory8 i �P PECONIC SURVEYORS PC, UCENSED CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING 7q i LAND SURVEYOR. CREW. THIS WILL INCLUDE BUT NOT LIMITED 7O A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION S 65'40'00 W `�� . �`'� �� 19.38' tj• � i iS. ALL SITE WORK SHALL BE PS INDICATED ON THE DRAWING AND STIPULATED IN THE PROJECT SPECIFICATIONS. 16. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER N/F D(II�POLL REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. B E.M. WAR MEMORIAL ASSOC. USE: RESIDENCE 17. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW ZONED: HB AWAY FROM THE RADIO EQUIPMENT AND TOWER AREAS. SITE PLAN n 18. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH T UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. SCA E: 19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER 50' U m tom' UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING. SITE LEGEND SYMBOLS AND MATERIALS z 20. THEAREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND -----_ CALLED NORTH c NOT COVERED BY THE PROPOSED IMPROVEMENTS SHALL BE RESTORED DETAIL REFERENCE 7 AS REQUIRED. PROPERTY LINE 0 21. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, FENCE LINE SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR SECTIONS AND DETAILS EROSION AND SEDIMENT CONTROL. E ELECTRIC SERVICE 22. ALL SITE WORK SHALL BE COORDINATED WITH THE PROPERTY OWNER AS REQUIRED. 0 CONCRETE T TELEPHONE SERVICE 23. CONTRACTOR ONTALTIDS ALERT: 00-962-7962 TO EARTH PROPOSED CONTOUR LOCATE tt GRAVEL/STONE 5o EXISTING CONTOUR A �O�`� infinity e ng i n e e ring y� EAST MARION • NE: 1 SITE PLAN SITE NO. LI-1017 JDD cREAi dJ(5 Bow. D 18-07 ISSUED ipt ZONNB MAK GIW M ate 9245 MAIN ROAD C ' n u ar C� n9a Au3WY. W12203 A 2D-OB bS1RD FUR PEYEYI/C0111EI1T PNR GIB' -� once (518) 6W-oleo EAST MARION,NY 11939 150-034 WIRELESS DAIS REWS*NS BY CHK P' SSIONf�� OB S E DRAW NG NUMBER REV SCALE: DESIGNED: I DRAWN: 24897 NYCENY1017 Z01 0 I 9sA S AUX CABINET SUPPORT POST + BRACKET FOR EXTENDED T HANGER BRACKET CHANNEL (PIROD INC OR EQUAL) (PIROD INC OR EQUAL) MAXIMUM CUT POST LENGTH TO SUIT BY CABLE SPAN = 3'-0" (TYP) D ALPHA 850/1900 BTS REMOVING UNCAPPED END (PIROD (PIROD PART NO. 802262) Q 24 VDC PART NO. 852168 OR 852163) BETA 850/1900 Bf5 fJ 9" WIDE ICE BRIDGE r? CHANNEL (PIROD INC. OR BATTERY CABINET EQUAL) CUT ICE BRIDGE INSTALL DRIP LOOP ON ANTENNA GAMMA 850/1900 BTS CHANNEL LENGTH TO SUR (SEE NOTE) (PIROD PART CABLES AT BOTTOM NO. 852168 OR 852163) TOWER/MONOPOLE. BENDING PROPOSED • RADIUS PER MANUFACTURER'S CATE < - STANDARDS ir ARRANGEMENTCABLLS COMMSCOPEE ` BY CONTRACTOR. CABLE MANUF. MIN. w Q NOMINAL PART CABLE HANGER BEND RADIUS `wjl".ham'( w CABLE SIZE PAS NUMBER� z FOR CABLE HANGER NUMBER SEE TABLE BELOW 7/8• FXL1070PE 1070EZS 10" MCPA CABINET �• v iv 1 1/4" FXL148OPE 1480EZS 15" ���� LOCATION OF CINGULAR EQUIPMENT ON APPROXIMATE 10'-0"x22'x8" DEEP PROPOSED 1 5/8" CR1973PE 1873EZ5 20" CONCRETE PAD 2" ABOVE EXISTING GRADE UMTS BIS o z I I _ PROPOSED CINGULAR o I I I 4 110' UNIPOLE I IIN CONCRETE PIER - C PROPOSED LANDSCAPE GRAYS COLORAL BLUE/ lJP MAY 4 ZOL.1 PROPOSED 290 SQ. FT. CINGULAR FENCED AREA (6' BLACK VINYL COATED CHAIN LINK FENCE) 12" PROPOSED 16'x22' LOCATION OF CINGULAR CINGULAR LEASE AREA GPS ANTENNA MOUNTED TO PIPE MOUNT CABLE ICE BRIDGE DETAIL----2 PROPOSED POWER/ 3 SONE: NTS TELCO FRAME ZO2 UNISTRUT PIPE/CONDUIT CLAMP P1119 OR P2558-35 (GALV.) (TYPICAL) FOLLOW MANUF. RECOMMENDATIONS FOR DUAL 150 WATT 120 VOLT BOLT TORQUE INCADESCENT FLOOD LIGHTS 3 1/2" O.D. 4'-0" DETAILED SITE PLAN �� CALLED NORTH 3 1 SCALE: — K- w --i CONTRACTOR P1001 (G" PROVIDE To MOUNTING w I- w HARDWARE c� a 3"0 SCH.40ALV) ca B w PIPE (G GENERAL SITE NOTES: J ST M O l7 1. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTHUNISTRUi P1001 (GALV)'O J 15 AMP, 12OV, 3 HOLE UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. o BOX, THROUGH FEED, w SINGLE POLE TOGGLE A7 UNISTRUT P1DO1 GAL SWITCH AND NEMA 3R 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES N J-BOX AND PLATE WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, FINISHED GRADE AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE M II I� WORKING ENGINEER. u u e. a 3. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, 10"0 PLAIN WHICH INTERFERE WITH THE EXECUDON OF THE WORK, SHALL BE REMOVED AND/OR CONCRETE OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT CONCRCONCRE PIER INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF AN ENGINEER. 4. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW ELEC/TELCO SUPPORT RACK AWAY FROM ALL EQUIPMENT AND TOWER AREAS. SCALE: NTS 5. GARBAGE, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER..6. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT �L.OF ME j. A COVERED BY THE BUILDING OR DRIVEWAY, SHALL BE GRADED TO A UNIFORMh� S. ..jF0 SLOPE, FERTILIZED, AND SEEDED.a �/ eng t0 ' Pi 19'=_/ EAST MARION • NES T� DETAILED SITE PLAN Soo GREAT Duca 8M. Ga SITE NO. LI-1017 D 16-07 sv,m Fa,muIN, MAN AND DETAILS SIE. 312 9245 MAIN ROAD c i n g u a r Alawr, Nv IiaGS aFFIGE: (sig) aso-ol90 EAST MARION,NY 11939 A 20-08 t5 m TDR REY4.W/oomA m PHR CJW 0;`1 'j � 0 DATE REVISIONS BY CHK ,oma O9 �� OB SITE DRAWING NUMBER REV 150-034 WIRELESS "FESStoy'' SCALE: 1 DESIGNED: DRAWN: 24897 NVCENY1017 Z02 1 0 IUn T m INFINIGY ENGINEERING HAS NOT EVALUATED THE EXISTING TOWER FOR THIS SITE. IT IS THE CARRIER'S RESPONSIBILITY TO INVESTIGATE ANY - LOADING CONCERNS WHEN ADDING ADDITIONAL D EQUIPMENT TO THE TOWER. y.AY a ZC0 SECTOR 1 - 30' PROPOSED FIRE DEPARTMENT ANTENNA UNIPOLE FIRE DEPARTMENT ANTENNA SECTOR 3 - 250' SECTOR 2 - 150' AROEPA(E;CIµNTE1ARAEPERMSECTOR PROPOSED CINGULAR EQUIPMENT AREA (1) ANTENNA PER SECTOR PROPOSED C/MGO[AR ANTERAMS (I AN7EAM PER A DMEW 800,10121 CALLED NORTH ANTENNA LAYOUT C w w z Z J J X11 F Q 11 Z ZW F W J U Z U U a Q W_ Z Z W J a i a a rc z w � FIRE DEPARTMENT ANTENNAS S a O 30' AGL FIRE DEPARTMENT ANTENNAS 0 o Kdi z O 30' AGL a U U U J m 10.3' J o ~ N < a I � o of R o * * B ANTE"MODEL - 800 10121 N -ANTENNA WEIGHT 46.3@2 LOCATION OF GPS ANTENNA MOUNTED TO PROPOSED 6' BLACK H-FRAME VINYL CHAIN LINK FENCE ANTENNA DETAIL MODEL #:^ KATHREIN 800 10121 / , \ f MAiEi✓T OW" PROPOSEDC� $DALE: NTS � EOINPARN7 PROPOSED 6' BLACK —i VINYL CHAIN LINK FENCE GRADE (AMSC) GRADE LEVEL = 32' (AMSL) TOWER FOUNDATION DESIGN A �FT THE � Y GRADE LEVEL - (AGC) TQWp= FOUNDATION DESIGN GRADE LEVEL = 0' (AGC) (BY OTHERS) RAD CSM AND COAX WE ANY NEED TO BE REMSED (BY OTHERS) SOUTH ELEVATION EAST ELEVATIO" NOT TO SC NOT TO S� oe t�OF NEW A gAr,P�a S. sr "rO i n f i n i g y EAST MARION NEW e n g i n e e r i n g cd � =� � ELEVATION VIEWS Too GRUT WS BM. SITE NO. LI-1017 BEE. 012 c i n g u a r PlIMS-07 66UFD r11N 2DNN0 MAK DJW A.B . W 12200 9246 MAIN ROAD 661AT F'OR REVIEW/COrILOR PHR CM .LES Q OrnCEc: (518) 690-m90 FAST MARION,NY 11939WIRELESS REV610NS IN CHK P' Ah. '1�.9r5t B sn DRAWING NUMBER REV 150-034 SCALE: DESIGNED: DRAWN: StO�f 24897 NYCENY1017Z03 0 4'-0" GATE OPENING D END OR CORNER POST (TYP.) 10'-0" MA%. 2" MESH, 9 GAUGE SPACING GALV. BLACK VINYL 1-1/2 PAIR INDUSTRIAL TYPE LATCHMALLEAWITLE HIRON NH FPROVISION FOR COATED CHAIN LINK LINE POST (TYP.) MALLEABLE IRON OFFSET PADLOCK (PAGE-WILSON TYPE 75 0 PIN HINGE (PAGE-WILSON GATE LATCH ASSEMBLY OR EQUAL) I 1 1/4"4 BRACE RAIL M-6 OR EQUAL) " TOP RAIL (TYP) BLACK VINYL COATED CHAIN LINK 3/8"0 TRUSS ROD WITH o ww TURN BUCKLE. ;o Er 2" CROWN 2 1/2" O.D. POST 1-1/2" 3-1/2" 3- (TYP.) orc FINISH GRADE w� 0_W �U o 48' OR 6' BELOW FREEZE I I{ •I 07 GAUGE �? LINE. WHICHEVER IS GREATER -1.-2" n BOTTOM TENSION WIRE rCROWNN(TYP. ) � i LINE POST C ELECTRICAL COPPER BRAID SEE GROUNDING DETAILS J f,. CONCRETE J� FOOTING, TYP. ,I •, ;r = 10'-0" MAX. SPACING (TYP.) 1 " 6 TYP. FOR END, F--�1'-2' CORNER, & GATE POSTS GATE DETAIL SGALE: NT3 CHAIN LINK FENCE DETAIL (ELEVATION SCALE Nis �) 2 4 METAL GATE DETENT B INSTALL WITH SLOTS FENCE NOTES: FINISH GRADE PARALLEL TO FENCE :e Lu 1. FENCING MATERIALS SHALL BE OF GALVANIZED STEEL 2. POST, BRACES AND GATE FRAMES SHALL BE SCHEDULE 40 (STANDARD _ WEIGHT) PIPE. SIZES SPECIFIED ARE NOMINAL DIAMETER 1� 3. DOUBLE SWING GATE SHALL BE PROVIDED WITH TUBULAR PLUNGER BAR, 1 LOCK KEEPER, 1 LOCK KEEPER GUIDE, 2 LATCH FORKS, 2 FORK CATCHES, 1 CATCH FOR PLUNGER BAR, AND 2 GATE STOPS LOCATED AS DIRECTED BY THE OWNER. 4. POSTS, CAPS AND OTHER NECESSARY FENCE Fn INGS SHALL BE AS CONCRETE f° MANUFACTURED BY THE FENCE MANUFACTURER OR EQUAL HINGES SHALL BE OF GALVANIZED STEEL •CONCRETE 5. POSTS SHALL BE SPACED EQUIDISTANT BUT NOT MORE THAN 10' O.C. 10" � .. I 6. BOTTOM OF FENCE SHALL BE NO MORE THAN 3" ABOVE 10 GRADE AT ANY SECTION. GATE DETENT DETAIL GATE/STOPPER DETAIL SCALE: WS 3 SCALE: NTS 4 ,r�_°F NFyyr A s. srF`�p i In f i n i g EAST MARION • NEW CONSTRUCTION engineering q-. 30o G . OAKS BLw. SITE NO. LI-1017 C' n g u ' a r 0 is-0T ISSUED IW ZON � CM � DETAILS STE. 312 CE: (5 5) "-O 9246 MAIN ROAD 'Og oFFlCE: (sl B) 690-DMO EAST MARION,NY 11939 A 40-06 �Um rDlr REVFW/C0166D/T PHR CJW AS �� 6 150-034 WIRELESS 40 mm 8EV SONS BY CHK P' III SrTE DRAWING NUMBER REy e " SCALE: IDESIGNED: DRAWN: 24897 NYCENY1017 Z04 0 ' - I Brn T= NOTE: SEf TREE PLUMB D PRIOR TO STAKING FOOTBALL PIT TO STAKE EXCEED DIAMETER OF ROOT, BY 24' II 1zr ttP.RUBBE �nl II (2 PLY RGREEN)HOSE ROOT�LL GUY WIRE I-II GUY WIRE RUBBER HOSE l II ,nf (300 ST.TTL APPROVED MULCH DOUBLE STRAND, 2 PLY WIR PIAN 5�y�L�) y7�i, (3 SETTLED DEPTH) 3' APPROVED MULCH 1//4 REBAR STAKE �G,h7' i , yi•• 6 LENGTH -- CULTIVATED SOIL- < DRIVE BEL& GRADE , 24' DIAMETER LARGER i y SCARIFY 845E THAN ROOT BALL OF PLANT PR OR CONTAINER OOTBALL ADD EXCAVATED SOIL AS NEEDED TO BRING TREE TO FINISHED GRADE. SECTION TAMP TO PREVENT SETTLING II II i TRE AND GUYING ESTAKIN G i NOT TO SCALE EASTERN RED CEDAR (TYP) C i II \ PROPOSED 5' LANDSCAPE BUFFER GENERAL PLANING NOTES 1. STANDARDS SET FORTH IN AMERICAN SFANDARD FOR NURSERY STOCK, LATEST EDITION, REPRESENT GUIDELINES y7 SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. ,1„?T 2. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER'S REPRESENTATIVE BEFORE, DURING, AND AFTER INSTALLATION. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. 4. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 5. ALL PLANTS MUST BE CONTAINER-GROWN OR BALLED AND BURLAPPED AS SPECIFIED. ' 4 Z00 6. ALL TREES MUST BE STRAIGHT TRUNKED, FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 7. ALL TREES MUST BE GUYED OR STAKED AS SHOWN. LANSCAPING PLAN CALLED NORTH 8. ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. m• 0 10• m• 9. THE ENGINEER'S REPRESENTATIVE WILL APPROVE THE STAKED LOCATION OF ALL PLANT —� MATERIAL PRIOR TO INSTALLATION. I- m '�� 10. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS B BEFORE PRICING THE WORK. 11. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMNED TO: WATERING, SPRAYING, MULCHING, FERTILIZATION, ETC.) OF PLANTING AREAS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE ENGINEER'S REPRESENTATIVE. TOTAL AREA OF AN ec O S (300 SF 12. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST MATERIAL PRIOR TO INSTALLATION. PLANT ANT MATE^I A L S LIST T 13. ANY PLANT MATERIAL THAT DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE L tl'( L J WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND MEETING ALL SPECIFICATIONS. QUANTITY COMMON NAME SIZE REMARKS 14. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANE MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. 12 EASTERN RED CEDAR 7' MIN. HEIGHT O EQUALLY SPACED ALL PWITING AREAS WILL BE TILLED AND PREPARED FOR PLANTING BY THE ADDITION OF APPROPRIATE SOIL AMENITIES AND TOPPED WITH MIN. 3' APPROVED MULCH. NE6yY qAPs. srFO,Q A NEW w I e Cl9 fD I el lI 19 g �/ EAST MARION • ■ � r LANDSCAPE PLAN 300 GRW WS 8M. L,0/ SITE NO. LI-1017 0 te-o7 MID TOR mwTo MAK QrN m �j109® t4� 012 9245 MAIN ROAD c i n g u a r , . nlawr,a) 90-o A 20-08 ISSUED TOR REVEW/COIIIENr PHR C.IR' JL5 N� omoe: (s1e) ss0-mz0 EAST MARION,NY 11939 0 150-034 WIRELESS o DAE REVISIONS IN CHK P• roe SIE DRAW NG NOMeER HEV SCALE: DESIGNED: DRAWN: 24997 NYCENY101] Z05 0 1 I • NEW o ■ cingular WIRELESS SITE NUMBER: LI-1017 CINGULAR ID: NYCENY1017 SITE NAME: WEST ORIENT POINT C DRAWING INDEX REV DIRECTIONS PROJECT INFORMATION FROM CINGULAR OFFICE TAKE 495 EAST TO OLD COUNTY ROAD (CR-58) TO MAIN ROAD (SR-25). FROM 1-495 APPROXIMATELY 26 MILES. SITE WILL BE ON THE LEFT OF MAIN ROAD. T01 TITLE SHEET 0 SCOPE OF WORK: AN UNMANNED TELECOMMUNICATION FACILITY INCLUDING THE INSTALLATION OF OUTDOOR EQUIPMENT CABINETS AND (3) PANEL ANTENNAS MOUNTED C01 SITE PLAN 0 ON A FLAGPOLE. MAIN CO2 DETAILED SITE PLAN AND DETAILS p s1rE ADDRESS: EAST MARION.ROAD 11939 CO2A GRADING, EROSION&SEDIMENT CONTROL NOTES 0 AND OWNER: EAST MARION FIRE DISTRICT 131 CO3 ELEVATION VIEWS VICINITY MAP P.O. Box EAST MARION, NV 11939 0 soll"Idf ,.. ' APPLICANT: NEW CINGUTAR WIRELESS PCS, LLC C04 CONSTRUCTION DETAILS p Lqty 18 y+- 15 EAST MIDLAND AVENUE ...,'. SITE$:LI4QST PARAMOS, NEW JERSEY 07652 COS CONSTRUCTION DETAILS 0 " '.4li27e-72.3414 rA1 : s-3-11.31 �pF NEWY C06 CONSTRUCTION DETAILS p .$ ul.iLA .1" �P� S. STEL LONGITUDE (NAD 83): 72' 20' 29.2" C07 - CONSTRUCTION DETAILS 0 t rt : ELEVAIION (NAVD 88): 32' AMSL C08 CONSTRUCTION DETAILS p T.yb ,48 �,,QhaRaT ialarW llHpllEa JURISDICTION. TOWN OF SOUTHOLD �I I o of 8 C09 LANDSCAPE PLAN p ' -= 2 ` ' 'tSha11K b1a1111 CURRENT USE: FIRE STATION `' J- 4J E01 EXTERIOR GROUNDING PLAN p HuulhMd PROPOSED USE: TELECOMMUNICATIONS FACILITY '\\ \ 071 096 DOIk \ sS CURRENT ZONING: SPLIT-ZONED HE AND R-40 \ A E02 UTILITY ROUTING PLAN 0is ELECTRIC COMPANY: LIPA �R`ESS0' 114 E03 ELEC/TELCO ONE-LINE AND PANEL SCHEDULE 0cudNwglw, TELEPHONE COMPANY' VERIZON Nom Haven smal E04 ANTENNA SCHEMATIC AND RF SCHEDULE 0 _ � + ' � N+'Y+!�k ,t SITE QUALIFICATION PARTICIPANTS . '; ' NiSuMeNc. E05 E911 SCHEDULE AND BILL OF MATERIALS 0 .»� _ Mamoek 8 ,F F--Q l K f,+CalRaiwbaso r p 79, NAME COMPANY NUMBER E06 MISCELLANEOUS DETAILS 045: A/E JOHN STEVENS INFINIGY ENGINEERING (518) 434-2288 4 ,u" IBMt >Na I SAC JOY MOONEY HIGHLANDER CONSULTANTS, INC. (631) 581-8105 $ , ao 9lVWWke ,tOS y..: ZOIiwIL _, LANDLORD DANIEL WOOD EAST MARION FIRE DISTRICT (631) 477-0539 Iq WfkMarxlGB, 2439 127 CON GIL VERONESI BECHTEL (412) 680-0922 A 1Oi' 29 N711i RF TARIK OUAZZANI BECHTEL (201) 755-2154 �' 1R_m pmfl g8yf. AttaRflc Ocean NEw TITLE SHEET e In n9 fD a e r 0�9 WEST ORIENT POINT • ■ o -o1-os Iswm FOH wNsiRucnan/PBW.I MN( aw as „ ANE S.BEE SITE NO. LI-1017 cingula r KBNm, Nr 1220] B -30-03 RE-�IIED RR PENEW/Gd1Ydf IW( CMI JJS o CE:l(5ej 1a3a�2osaN EAST MAN,NY 11939 5 A -18-03 ISAIED R]R IiY£W/MIIIIFNf PIRt CJw JJS 150-034 WIRELESS 0 DATE I BY I CHKPP'l JOB SITE DRAWING NUMBER REV SLUE: DESIGNED: DRAWN: 24887 YCENY107 TO' 0 6 5 4 3 a 1 2 1 1 VWI 11;w GENERAL NOTES: IN/F 1. SITE PLAN INFORMATION WAS WAS BASED ON VARIOUS SOURCES ANTHONY LEKAKIS OF INFORMATION INCLUDING FIELD NOTES & MEASUREMENTS USE: RESIDENTIAL LAND PERFORMED BY INFINIGY ENGINEERING, PLLC OF NY. D ZONED: R-40 40 2. THIS PROPOSAL IS FOR AN UNMANNED TELECOMMUNICATIONS FACILITY `• CONSISTING OF PANEL ANTENNAS MOUNTED TO A FLAGPOLE N/F I '�� �➢\ PLACEMENT OF SMALL, WEATHERTIGHT RADIO EQUIPMENT CABINETS CHERYL L. BI FAMILY R "3= '$ ` WITHIN THE SUBJECT LEASEHOLD, AND ASSOCIATED APPURTENANCES, USE: RESIDENTIAL - 1 FAMILY RESIDENCE ' ZONED: R-40 EXISTING `'o: '9� 3. THE PROPOSED CINGULAR WIRELESS SERVICES FACILITY WILL BE UNMANNED AND CONIC. SLAB = '�', tP DOES NOT REQUIRE WATER OR SEWER SERVICE. 111, m 1i t �O 4. THE PROPOSED CINGULAR WIRELESS SERVICE FACILITY 15 UNMANNED, AND IS NOT LOT 1 � ! � Nt^ N/F yO INTENDED FOR HUMAN HABITATION AND THUS DOES NOT REQUIRE HANDICAP 65% q�h •\ WHITE SWAN EMLLC ACCESS. +�'l `• USE: 1 FAMILY 5. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION PROPOSED 120' �' PROPOSED 10�K10' RESIDENCE BY CINGULAR WIRELESS TECHNICIANS APPROXIMATELY (2) TIMES PER FLAGPOLE FENCED AREA ' \•• ZONED: R-40 MONTH. N/F \ „ p tot�<= EASTERN BREEZES �\ 6. NO STROBIC LIGHTING IS INCLUDED IN THIS PROPOSAL. ..�y • R.E. '�• YpO E%ISTINGN USE: 7 FAMILY Z Silt k' Z Va BUILDING JJ,k ' RESIDENCE �'\ 7. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM > •'r ZONED: R-40 THIS PROPOSAL. • \�_ \�• - 8. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. • `%`` 9. EXTERIOR SIGNS ARE NOT PROPOSED. N/F ` f �• 1 LOCATION OF CIRCULAR I •,� PROPOSED ACCESS THROUGFit X^yo 10. NO NEW ACCESS ROAD WILL BE REQUIRED UNDER THIS APPLICATION. C ,10x27 LFASE AREA CO EXISTING ENTRANCE AND GEATRAKIS & GEORGE 0 * • t KORTSOLAKD `t }e ` ARKING AREA ` 11. TOTAL AREA OF DISTURBANCE UNDER THIS PROPOSAL 370 SFt USE: RURAL RESIDENTIAL AF�- ZONED: R-40 12. THE INCREASE IN STORM WATER RUNOFF DUE TO THE INCREASE IN \�• 1° IMPERVIOUS AREA IS INSIGNIFICANT. EXISTING DRAINAGE PATTERNS WILL NOT BE ALTERED. THEREFORE, DRAINAGE STRUCTURES ARE NOT PROPOSED. ,`��••yyO,,�k wN•• -I- 13. ALL CONSTRUCTION FOR SITE IMPROVEMENTS SHALL CONFORM TO APPLICABLE p? /.a SPECIFICATIONS, STANDARDS, AND REQUIREMENTS OF THE GOVERNMENTAL h°y OR UTILITY AUTHORITIES HAVING JURISDICTION. • �� 14. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER N/F r• 1015 UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED SYLVIA M. DALEY �h� y, , ' AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF ISTING USE: 1 FAMILY RESIDENCE 5 RE OUSE 1� w/ _"�� THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. ZONED: R-40 .�26' ` a;, `3.9 + 4 `'� NOTE: METES AND BOUNDS ARE TAKEN EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN • `.y, ' - Q� FROM A SURVEY PERFORMED BY EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. Ory �O PECONIC SURVEYORS PC, LICENSED CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING dye _ ;yd+ -\� LAND SURVEYOR. CREW. THIS WILL INCLUDE BUT NOT LIMITED TO A) FALL PROTECTION S 65.40.00' W ,�y.i `1Q, 8) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION 0 19.38 �J•' 41 15. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWING AND tiry ' STIPULATED IN THE PROJECT SPECIFICATIONS. N/F •Y EXISTING 16. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER E.M. WAR MEMORIAL ASSOC. UTILITY POLE REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. B USE: RESIDENCE ZONED: HB 17. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW SITE PLAN ro AWAY FROM THE RADIO EQUIPMENT AND TOWER AREAS. N SCALE: I 18. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH 50' 0 w' Too' UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, NEIV BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE SYMBOLS AND MATERIALS SITE LEGEND i ()rr N`IV DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE o EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ---- - CALLED NORTH i �'<P ENGINEERING. DETAIL REFERENCE PROPERTY LINE W ' A �S 20. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND * NOT COVERED BY THE PROPOSED IMPROVEMENTS SHALL BE RESTORED N K FENCE LINE AS REQUIRED. p SECTIONS AND DETAILS 1 =� Of � E ELECTRIC SERVICE 21.J• W 1 21. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, \\Z(p SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR CONCRETE T TELEPHONE SERVICE FV �J1o9(0 Cj EROSION AND SEDIMENT CONTROL. A F' 22. ALL SITE WORK SHALL BE COORDINATED WITH THE PROPERTY OWNER EARTH ZPROPOSED CONTOUR R�FESSIONP� AS REQUIRED. A GRAVEL/STONE 5G EXISTING CONTOUR 23. CONTRACTOR SHALL CONTACT DIG ALERT: 800-962-7962 TO LOCATE UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION, i n f i n WEST ORIENT POINT • NEW fT os ssum vaR DDSR CRM/FpeM „n DJW JJs SITE PLAN engineeringCc( singular 99 PINE STREET SITE 5 MA LOAD - IC-ESWm FGR R£nivi f/ NRIrt " cJW JJs A99 PI S 1220) DFM:(4se)1a5•�205s 9395 MAIN ROAQ EAST MARION,NY 11939 -oe esl[D rm REtEII/DGYETrt PHR GIW .NS 150-034 WIRELESS E RENAONs er CHK Joe sfiE DMWING NUMBER REV SCALE: DESIGN@ ORAYM: 24897 NYCENY7017 C01 0 6 5 4 3 2 i ull m ePROPOSED 10'x10' 2 LINGULAR FENCED 0 LEASE AREA "'"' PROPOSED CINGUUR 120' FLAGPOLE UNISTRUr PIPE/CONDUIT CLAMP P7119 OR P2558-35 (GALV.) ( (TYPICAL) FOLLOW MANUF. RECOMMENDATIONS FOR BOLT TORQUE ISI 5/16 �'; 3 1/2" O.D. EPDXY GROUT POSF 6--0' TO CONIC _-_ _- .. Uf R5� LANDSCAPE C SLAB UNISTRUT BP1001 (GALV) PROPOSED GATE .. y I- KP3 LV)"0 SCH.40 JEIPE (GA 2 8-5/8"O GALV HILTI KWIK BOLT II OR UNISTRUT P1001 (GALV) CO2 EQUIV WITH 2 3/4" EMBEDMENT 1001 GO OLS = 7/8.0) 4" 4 (GALV) /4•x10"X10• 4• 4" CONCRETE PAD C COAXSUPPORT PROPOSED UNDERGROUND COAX IN (6) 6.0 COAX SUPPORT RACK ANCHORAGE ON CONCRETE PAD J SCALE: NTS SCALE: NTS PVC CONDOR (TRENCHING E PI ES BY HAND WHEN NO ELECTRICAL CONDUIT) WATER PIPES OR GENERAL SITE NOTES: 1. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES a" WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, UNISTRUT PIPE/CONDUIT CLAMP P1119 AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE Lpoo! 2558-35 (GALV.) (TYPICAL) RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE W MANUF. RECOMMENDATIONS FOR USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR TORQUE NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE , WORKING ENGINEER. 2" O.D. 4 3. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT - - B INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL LOCATION OF CINGULAR UNISTRUT P1001 (GALV) OF AN ENGINEER. GPS ANTENNA MOUNTED2 TO PIPE MOUNT CD4 w 4. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW v a 3"0 SCH.40 AWAY FROM ALL EQUIPMENT AND TOWER AREAS. e2 PROPOSED COAX w S PIPE (GALV) SUPPORT RACK MCRA CABINET '� -� 5. GARBAGE, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL 02 I o BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER.. UMC BTS o UNISTRUT P1001 (GALV) ALPHA 850/1900 BTS PROPOSED GATE 6. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT C06 w UNISTRUT 1001 GAL COVERED BY THE BUILDING OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM 24 VDC N SLOPE, FERTILIZED, AND SEEDED. BATTERY CABINET LOCATION OF CINGUL2 EQUIPMENT ON _ FINISHED GRADE _ r APPROXIMATE 10'-0^x22'x8^ DEEP PROPOSED .. CRETE PAD 2• ABOVE EXISTING GRADE u F . e PROPOSED POWER S O F N CO2 TELCO FRAME GAMMA 850/1900 BIS g. 'S ,`P� 5. ST10 DETAILED SITE PLAN BETA 850/1900 BTS 10"0CON ETE OR p1 F SGNE: 1 G1L1ID NORM ' o SAKRETE PIER-/ * > AUX CABINET o s' 10' I ->•y-_���—� 1 PROPOSED 10*X27' W PROPOSED LANDSCAPE ' BUFFER CuN�GSE �FENCED ELEC�ELCO SUPPORT RACKtf..s 11 Orb �� 4> i n f i n ig yWEST ORIENT POINT • NEw DETAILED SITE P engineering 0 VAI E,Tllm Pwe owmmlcnax/PENJD NN( cm JJs 99 PINE STREET SITE NO. LI-1017 c i n g u a rAND DETAILS ALLY. . 1220] PE-IS91ED i0P PE�W�001PIfM YJK C�IW m 0 FAX:CCE: (58)14]3420595 EASTTMAR ON,NYMAIN 119395 WIRELESS P CNS 9 CHK JOB SITE DRAWING NUAI6ER REV 1 50-034 scutes 24897_INYCENY10171 CD2 0 6 5 1 4 T 2 lw I 1 �", D GRADING & EXCAVATING NOTES: GENERAL EROSION & SEDIMENT CONTROL NOTES: VEGETATIVE SCHEDULE 1. ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY 1. THE SOIL EROSION AND SEDIMENT CONTROL MEASURES AND DETAILS AS SHOWN SPECIES RATE/1D00 S.F. DATE HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREE FROM LOOSE HERIN AND STIPULATED WITHIN STATE STANDARDS MATERIAL AND EXCESS GROUNDWATER. DEWATERING FOR EXCESS GROUNDWATER SHALL BE FOLLOWED AND INSTALLED IN A MANNER SO AS TO SHALL BE PROVIDED IF REQUIRED. MINIMIZE SEDIMENT LEAVING THE SITE. 2. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE 2. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL IF SOUND LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY AND SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH, THE ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR TALL FESCUE GRASS 1.0# APRIL 1 - OCTOBER 15 UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE OTHER APPROPRIATE MEANS. REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE 3. EROSION CONTROL DEVICES SHALL BE INSTALLED BEFORE GROUND SERICEA IE PEDEZA SEED BEARING HAY 140// OCTOBER 1 - MARCH 15 EXCAVATION BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION WITH OVERSEEDING WEEPING LOVEGRASS 0.2/ MARCH 15 - MAY 1 FOUNDATION. CONTROL DEVICES MAY HAVE TO BE ALTERED FROM SHOWN ON THE 3. ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER APPROVED PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE FERTILIZER MIX MECHANICALLY COMPACTED GRANULAR MATERIAL OR CONCRETE OF THE SAME DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE QUALITY SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR APPLICATION N, #/ACRE P2 0,, #/ACRE K20, #/ACRE I N, TOP DRESSING STABILIZE THE BOTTOM OF THE EXCAVATION. STONE, IF USED, SHALL NOT BE USED ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. AS COMPILING CONCRETE THICKNESS. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF tat 60 - 90 120 - 180 120 - 180 50 CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 4. AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW 4. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES 2nd 60 120 120 - C GRADE, AND BEFORE BACKFILLING, ALL EXCAVATIONS SHALL BE CLEAN OF MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH. PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE fig: 5. -USE APPROVED MATERIALS CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. - GRASS AND MULCH ALL DISTURBED AREAS ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE -BE FREE FROM CLODS OR STONES OVER 2-1/2- MAXIMUM DIMENSIONS OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER HYDRAULIC SEEDING EOUIPMENT -BE PLACED IN 6' LAYERS AND COMPACTED TO 95% STANDARD PROCTOR IMMEDIATELY. EXCEPT IN GRASSED/LANDSCAPED AREAS, WHERE 90% STANDARD PROCTOR 5. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL WHEN HYDRAULIC SEEDING AND FERTILIZING EQUIPMENT IS USED, NO GRADING AND SHAPING OR PERMANENT VEGETATION HAS BEEN ESTABLISHED. CONTRACTOR SHALL SEEDBED PREPARATION WILL BE REQUIRED. THE FERTILIZER, SEED AND WOOD CELLULOSE FIBER 6. REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, NET AND UNSATISFACTORY SOIL CLEAN OUT ALL SEDIMENT PONDS WHEN REQUIRED BY THE ENGINEER OR MULCH WILL BE MIXED WITH WATER AND APPLIED IN A SLURRY. ALL SLURRY INGREDIENTS MUST MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE THE LOCAL JURISDICTION INSPECTOR. CONTRACTOR SHALL INSPECT EROSION BE COMBINED TO FORM A HOMOGENEOUS MIXTURE, AND SPREAD UNIFORMLY OVER THE AREA PRIOR TO PLACING FILLS. PLOW, STRIP, OR BREAK UP.SLOPED SURFACES STEEPER THAN CONTROL MEASURES AT THE END OF EACH WORKING DAY TO ENSURE WITHIN ONE HOUR AFTER MIXTURE IS MADE. STRAW OR HAY MULCH AND ASPHALT EMULSION THAN 1 VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL BOND WITH EXISTING SURFACE- MEASURES ARE FUNCTIONING PROPERLY. WILL BE APPLIED WITH BLOWER-TYPE MULCH SPREADING EQUIPMENT WITHIN 24 HOURS AFTER SEEDING, THE MULCH WILL BE SPREAD UNIFORMLY OVER THE AREA, LEAVING ABOUT 25 WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL HAS A DENSITY LESS 6. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN PERCENT OF THE GROUND SURFACE EXPOSED. THAN THAT REQUIRED FOR FILL, BREAK UP.GROUND SURFACE TO DEPTH REQUIRED, THE SILT IS WITHIN 12' OF THE TOP OF THE SILT FENCE. PULVERIZE, MOISTURE-CONDITION OR AERATE SOIL AND RECOMPACT TO REQUIRED 7. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONVENTIONAL SEETHING EQUIPMENT DENSITY. CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE GRADE, SHAPE AND SMOOTH WHERE NEEDED TO PROVIDE FOR SAFE EQUIPMENT OPERATION AT 7. PROTECT EXISTING GRAVEL SURFACING AND SUBGRADE IN AREAS WHERE EQUIPMENT LOADS CORRECTED. SEEDING TIME AND FOR MAINTENANCE PURPOSES. THE LIME AND FERTILIZER IN DRY FORM WILL WILL OPERATE. USE PLANKING OR OTHER SUITABLE MATERIALS DESIGNED TO SPREAD EQUIPMENTBE SPREAD UNIFORMLY OVER THE AREA IMMEDIATELY BEFORE SEEDBED PREPARATION. A LOADS. REPAIR DAMAGE TO EXISTING GRAVEL SURFACING OR SUBGRADE WHERE SUCH 8. SILT BARRIERS TO BE PLACED AT DOWNSTREAM TOE OF ALL SEEDBED WILL BE PREPARED BY SCARIFYING TO A DEPTH OF 1 TO 4 INCHES AS DETERMINED DAMAGE IS DUE TO THE CONTRACTOR'S OPERATIONS. DAMAGED GRAVEL SURFACING CUT AND FILL SLOPES. ON SITE. THE SEEDBED MUST BE WELL PULVERIZED, SMOOTHED AND FIRMED. SEEDING WILL SHALL BE RESTORED TO MATCH THE ADJACENT UNDAMAGED GRAVEL SURFACING AND 9. ALL CUT AND FILL SLOPES MUST BE SURFACED ROUGHENED AND BE DONE WITH CULTIPACKER-SEEDER, DRILL, ROTARY SEEDER OR OTHER MECHANICAL OR HAND SHALL BE OF THE SAME THICKNESS. VEGETATED WITHIN SEVEN (7) DAYS OF THEIR CONSTRUCTION. SEEDER. SEED WILL BE DISTRIBUTED UNIFORMLY OVER A FRESHLY PREPARED SEEDBED AND 10. CONTRACTOR SHALL REMOVE ALL EROSION & SEDIMENT CONTROL COVERED LIGHTLY. WITHIN 24 HOURS AFTER SEEDING, STRAW OR HAY MULCH WILL BE SPREAD 8. REPLACE EXISTING GRAVEL SURFACING ON AREAS FROM WHICH GRAVEL SURFACING IS MEASURES AFTER COMPLETION OF CONSTRUCTION AND UNIFORMLY OVER THE AREA, LEADING ABOUT 25 PERCENT OF THE GROUND SURFACE EXPOSED. REMOVED DURING CONSTRUCTION OPERATIONS. GRAVEL SURFACING SHALL BE REPLACED ESTABLISHMENT OF PERMANENT GROUND COVER. MULCH WILL BE SPREAD WITH BLOWER-TYPE MULCH EQUIPMENT OR BY HAND AND ANCHORED B TO MATCH EXISTING ADJACENT GRAVEL SURFACING AND SHALL BE OF THE SAME IMMEDIATELY AFTER IT IS SPREAD. A DISK HARROW WITH THE DISK SET STRAIGHT OR A SPECIAL 11. THE ESCAPE OF SEDIMENT FROM THE SITE PACKER DISK MAY BE USED TO PRESS THE MULCH INTO THE SOIL. THICKNESS. SURFACES GRAVEL SURFACING SHALL FREE FROM CORRUGATIONS AND WAVES. SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL EXISTING GRAVEL SURFACING MAY TEXCAVATED SEPARATELY AND REUSED IF INJURIOUS MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, AMOUNTS OF EARTH, ORGANIC MATTER. OTHER DELETERIOUS MATERIALS ARE REMOVED LAND-DISTURBING ACTIVITIES. TO REUSE. FURNISH ALL ADDITIONAL GRAVEL RESURFACING MATERIAL AS REQUIRED. BEFORE GRAVEL SURFACING IS REPLACED, SUBGRADE SHALL BE GRADED TO CONFORM TO REQUIRED SUBGRADE ELEVATIONS. AND LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED. DEPRESSIONS IN THE SUBGRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL GRAVEL SURFACING MATERIAL MAY BE USED FOR FILLING DEPRESSIONS IN THE SUBGRADE, SUBJECT TO ENGINEERS APPROVAL 9. DAMAGE TO EXISTING STRUCTURES AND UTILITIES RESULTING FROM CONTRACTOR'S NEGLIGENCE SHALL BE REPAIRED/REPLACED TO OWNERS SATISFACTION AT CONTRACTOR'S EXPENSE '� OF NEW� 10. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERTY OWNER SO AS TO AVOID INTERRUPTIONS TO PROPERTY OWNER'S OPERATIONS. '`P N S. ,SIF 0 11. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION. 12. ALL CUT AND FILL SLOPES SHAH BE MAXIMUM 2 HORIZONTAL TO 1 VERTICAL. * A 2P r 13. CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING SITE VEHICLE - C TRAFFIC NOT ALLOW VEHICLES LEAVING THE SITE TO TRACK C) W MUD ONTOO PUU BLIC STREETS. THE CONTRACTOR RESPONSIBLE V J FOR CLEANING PUBLIC STREETS DUE TO MUDDY VEHICLES LEAVING THE SITE. FESS I ONp�' i In f i n i g Y WEST ORIENT POINT NEW GRADING EROSION& engineering • pAla_�5 ISSGm ran WNS1RIIaIIGN/PEI4Ir www ars r ss Pi. 121 SITE NO. LO D c i n g u a rSEDIMENT CONTROL NOTES .LL801PI NT 12'10] RE-ISSIEa raR nEVEW/CVYIQIr IWC WW JJ$amCE: (518) 434-2288 9395 MAIN ROAD 4SYIE0 Fpt nEME'//fbIWFM PIWt CJw JJSrnx: (me) as-toss EAST MARION,NV 11939WIRELESS IIEVISUM a CHK P• Joe SITE IMMNG NUMBER REV 150-034 scNc: oESIGNEa owvxN: 24897 iNYCEW1011 CO2A o 6 5 4 3 1 2 IR 1 "11.9 g D SECTOR 1 - 30' PROPOSED FLAGPOLE DEPARNEM EQUIPMENTEQUIPMENT(TO RE SUPPLIED AND FIRE DEPARTMENT EQUIPMENT (TO INSTALLED (TO BE SUPPUED AND 13Y OTHERS) . INSTALLED BY OTHERS) ; SECTOR 3 - 250' '.. SECTOR 2 - 150' PROPOSED CINGURAR EQUIPMENT PROPOSED GNCNAR EQUIPMENT AREA (1) ANTENNA PER SECTOR AREA (1) ANTENNA PER SECTOR PROPOSED aMG"AWENN4S SEE SHEET E04 FOR ADDITIONAL SEE SHEET E04 FOR ADDITIONAL (1 A 70"PER Sraw) INFORMATION INFORMATION M00E1. / DEDDa -7310090K"M &AA>/ WO 10171 CALLED MORIN ANTENNA LAYOUT C J Q J W O Z W Q W F 2 � U w � 2 W� I3 F {,�� H Z W 11 1 1� U O g Z Z Z Q O FIRE DEPARTMENT EQUIPMENT FlRE DEPARTIAFNT EOUIPMEM z o (TO BE SUPPLIED PND Q Wo (TO BE SUPPLIED AND INSTALLED BY OTHERS) o a INSTALLED BY OTHERS) .o o -H O h ',, V N * J Z 13.3" uri I,, 5 cJi * qq J N m 10.3• Q < N m Q o o LL-u- 0 * o B m MIIENNA MOOFL- 73706MAM4 ANTENNA MODEL- ROD 10121 � -ANTENNA WEIGHT 2201Ds -ANIEMU WEIGHT 46.31b HI m LOCATION OF GPS N ANTENNA MOUNTED TO ANTENNA DETAIL MODEL #: H-FRAME DECIBEL 731 DG9OVTAXM& PROPOSED aNGNAR KATHREIN 800 10121 E"Im"7 CINODUR SCALE: NITS 3 PROPOSED 1EVCEPROPOSED PROPOSE & GRADE LEVEL = 32' (AMSL) _ GRADE LEVEL = 32 (ANSL� TOWER FOUNDATION DESIGN GRADE LEVEL = 0' (AGL) r OF NEtV GRADE LEVEL = 0' (AGL) (BY OTHERS) OWER FOUNDATION DESIGN S. srF (BY OTHERS) ,off 2Lp SOUTH ELEVATION EAST ELEVATION NOT TO SCALE NOT TO SCALE '"IFS = A s� 1: .�6 7A FESS04pP" NEW i n f i n l g �/ ST ORIENT POINT ELEVATION VIEWS engineering ■ 99 PINE 1220 SITE NO. LI-1017 VAi IR51a0 EDR�R uAN ; Ms KB4(tt. xr IR30J RE-6A4D E'OR REVEW/OOIIYFNf MN( CJW JJS O CE(R}9j 144U 228 FAST 95 MAIN,ROAD n g u a r ®IRL FOR RFNE9/ooimENr PHR G M 150-034 WIRELESS RFYIMONS IM CHKFTE JOS Sn DRAWING NOMI I REV SCALEDESIGN@ DRAWN: 24897 NYCENY/01 003 0 6 5 4 3 W 1I 1 VA111m CONCRETE AND REINFORCING STEEL NOTES: NOTE: COMPACT SOIL TO MIN 95% 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, MODIFIED MAX DENSITY PER ACI 318 AND THE SPECIFICATION CAST-IN-PLACE CONCRETE. D ASTM D1557 METHOD D 2. ALL CONCRETE SHALL HAVE A MINIMUMCOMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE, ALL CONCRETE EXPOSED TO FREEZING WEATHER SHALL CONTAIN ENTRAINED AIR PER ACI 211 AND TABLE 4.2.1 OF ACI 318-95. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED BATTERY 24]VDC ALPHA BETA GAMMA UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM CABINET 850/190 850/190 850/190 MCPA UMTS A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. BTS BTS BTS SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE ACI STANDARD, UNO. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: 8" THICK CONCRETE o 0 0 1" CHAMFER CONCRETE RETE LARGER AGAINST EARTH....._2 IN. TH EQUIPMENT PAD--\ _� a CONCRETE EXPOSED TO EARTH OR WEATHER: i. SLOPE FINAL GRADE ® ® ® AND SMALLER WWF.. IN. AWAY FROM PAD N CONCRETE NOT EXPOSED TO EARTH OR H OR WEATHER OR NOT CAST AGAINST THE GROUND: v, SLAB AND WALL........................3/4 N `� BEAMS AND COLUMNS""..""...1 1/2 IN. 3T„),7.,,1.i , 5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED-EDGES OF CONCRETE, $4012" O.C. EA WAY VEXCAVATE AS REQUIRED TO REMOVE UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. C CENTER OF SLAB VEGETATION AND TOPSOIL, AND PLACE MIN 4" CRUSHED STONE 6. INSTALLATION OF CONCRETE ON/WEDGE ANCHOR, SHALL PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ELEVATION VIEW ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. 4" SITE WORK GENERAL NOTES: 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. r° 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. n 3. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER BATTERYALPHA BETA GAMMA REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. CABINET 24 VDC BTS BTS BTS 4. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. MCPA UMTS 5. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN o ANY FILL OR EMBANKMENT. B 0 6. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH NOKIA BTS CABINETS SET BY UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. NOKIA PER MANUFACTURER'S RECOMMENDATIONS 7. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED ARGUS CABINET SET BY TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. GENERAL CONTRACTOR PER MANUFACTURER'S RECOMMENDATIONS 8. SUBCONTRACTOR EROSION MINIMIZE L MEASURES TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES ' FOR EROSION AND SEDIMENT CONTROL. 9. SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND THOSE LOCAL AUTHORITIES HAVING 22'-0" JURISDICTION. PLAN VIEW pF NEW\. sr£ Yip\ EQUIPMENT PAD DETAIL �� A SCALE Ni$ L ol I I Cl f I Cl NEW °'O ,j A CONSTRUCTION g WEST ORIENT POINT ■ FEg 1 1 0 engineering o -o1-O$ Imlm FW uNslRuciloll/PFAAYi NVC aw .us 99 PINE STREET SITE NO. LI-1017 DETAILS RLBRHY. NY 12207 9395 MAIN ROAD cin u I a r MICE f(515) 434-2288 g A -1D-03 6A[O FOR RMfl1'/00111RIf MRUWMF.: (515) 434-2059 EAST MARION,NY 11939 WIRELESS O m� REV190N9 BY CHK WP7 JOB SITE 1 1 OMNING NUYBFR IREV 150-034 x ORAWN: 24897 INYCENY10171 C04 1 0 6 5 4 3 1 2 40 1 1 I(UII E GPS/BCCH p ANTENNA 2 COAX CABLES GROUND CLAMP (GPS k BCCH) (SEE NOTE 4) USE: 1. COMMSCOPE CONNECTOR (PART NO. SFXANMR) VALMONT MICROFLECT UNIVERSAL PIPE ADAPTER 2. ANCHOR MARINE HFATSHRINK KR PART NO. B1534 (PART NO. 327106) EXISTING ICE BRIDGE POST 2" NOMINAL DIAMETER (2.375" OR SIMILAR POST. IF NEW POST ACT. O.D.) X 2'-0" MAX. IS REQUIRED, SEE DETAIL 2/CO2 SCHEDULE 40 RIGID GALVANIZED FOR POST AND FOUNDATION STEEL PIPE NOTES: 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE CABLE DIAMETER VS. LENGTH SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA SFX540PE (1/2-INCH) UP TO 70' 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR FXL1480PE (7/6-INCH) UP TO 120'FXL0PE SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH CR1873PE (1 5/8-INCH) UP TO 2000'0'(1 1/4-INCH) UP TO HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA C R187 NOTE: FOR LARGER DIA CABLE, USE 6' 3. THE WEIGHT OF THE ANTENNA MOUNT IS 6.5 LBS. JUMPERS AT 1/2" DIA 4, IF ICE BRIDGE OR SIMILAR POST IS NOT GROUNDED, GROUND WITH #2 AWG TINNED BARE COPPER WIRE EXOTHERMICALLY BONDED TO POST AND CONNECTED TO GROUND RING. SUPPORT FOR LMU GPS SENSORS--o WALE NTS 30-5/16" 30-5/16" 24-13/32- 24-13/32" 24-13/32" (TYP) 3 .40" 2-19/32" 5-29/32" 5-29/32" ( ) 22.5" 4.33"jj��206.77" 0.65" MCPA CABINET B m 24VDC CABINET ALPHA NOKIA BTS BETA NOKIA BTS N (PLINTH) (PLINTH) (PLINTH) n N N N UMTS CABINET T (4)-5/6" DIA N MOUNTING HOLES Z: a FRONT FRONT o / ,1 NEj, 29-5/6" 11/16" S. $Tf(/ Y0 BOLT HOLE MEASUREMENTS FOR A 24VDC OUTDOOR SITE BOLT HOLE MEASUREMENTS FOR A MCPA OUTDOOR SITE BOLT HOLE MEASUREMENTS FOR A UMTS OUTDOOR SITE c; w CABINET ANCHOR LOCATION DIAGRAM 2 _ s SCALE: NTS 2 FQ 71096 AR�FESSIONP� A in f i n g Y WEST ORIENT POINT • NEW 0 -01- �m rm m muc wma mAK c w Ja e n g n e e r i n g `�y�/ ■ CONSTRUCTION 99 PINE STREET SITE NO. LI-1017 s i n g u l a r DETAILS a9RANT, S REED'! B 30-05 IE—LtRllm i0R XEVEW/CWtENr WK CJW JJS OMCCE:I f51 ) 434-228 9395 MAIN ROAD 5 EAST MARION,NY 11939 A —te—OS ISSUm wR IENEN/mWRR flF OJW JJS 150-034 WIRELESS 0 mm 61 OKK P' JOB SM DRAINING NUMBEN REV Sr M. DFSK.WFD: OFAWN: 24097 INYCENY1017i COS 1 0 6 5 1 4 3 2 10 1 1 VyN cF m BCCH/GPS ANTENNA MOUNTED TO COAX (2)-1/2" DIA E911 SUPPORT FRAME D 3-FT MAX FROM JUMPER TERMINATION COAX JUMPERS 24VDC LAST SUPPORT �AT NOKIA BTS - - ---------- GAMMA BTS BETA BTS ALPHA BTS 8 •00000.0 II 00000000 II •000.0■• p 0000.000 0 000000 it 0■09000 n TRANSITION ALL CONDUITS TO 3/4" -MFC AT NOKIA STS UNITS it O n TRANSITION -MFC AT SUPPORT ii i 24VDC CABINET FRAME 0 0 0 0 0 0 o I I 6x6 NEMA 3R ENCLOSURE NOKIA GAMMA GROUND ii 0 II 0 0 0 1 1/2 JUMPER II CABINETS II 2"C FOR POWER TO II it I 24VDC 24–#8 AND COAX CONNECTOR I II II N II Q II Q Q Q 2—#14GND WEATHER PROOFED I ii 1"C FOR ALPHA T1s o o e o e o 0 o TO E911 EQUIPMENT C MAIN COAX— o u II AND NSS ALARM CABLE I I 1"C FOR BETA AND Q ° Q II 0 0 0 1 u TO APLHA BTS in GAMMA BTS T1s I I I I I II II ALPHA GROUND (O BETA GROUND ° II I I D ill 0 'i 0 0 Q UNISTRUT ANGLE N 1"C FOR NOKIA HETAi ii I, BRACKET AND CIRCUITS 6-#14, .i I; FLAT PLATE 3–#14GND '' 0 0 o Q a II 0 0 0 O I I I I II I i a A; 3/8..0 (SIDE VIEW) BOLTS CONTRACTOR TO MATCH EXISTING FOUNDATION SURFACE DISTURBED BY EXCAVATION UNDISTURBED EARTH MATERIAL BOLT TYPE SUPPORT FRAME AT REAR OF NOKIA POWER CABINET WEDGE ANCHOR W/ EXISTING PAVEMENT----,,. / � CONCRETE 1 1/2" MIN. EMB _ SUPPORT FRAME DETAIL / \ STEEL H.H. AP SCREW COMPACT IN 6" LIFTS ;�,i/' III—JJl III III �� /'` SC&E, NTS B wooD 1 1/2- Lc. LAG BOLT 6"W. METAL CORE, UNDERGROUND WARNING TAPE PRINTED WITH "CAUTION BURIED UTILITY LINES" o0 f 6"0 PVC CONDUIT (TYP FOR 6) OF NE yV m y 2" GALV. STEEL CONDUIT 'l N S STEL FOR ELECTRIC GROUNDING 4 4 4' LJ F 34'-3" WASHED SAND COMPACTED IN fi" LIFTS NOTES 1� I r I. PROVIDE LONG RADIUS BENDS. 24" RADIUS MGREATER AS REQUIRED TO SNAKE CONTRACTOR TO PROV D ( IN. OR CO CABLE CONDUIT THROUGH CONDUIT) 1. 2. ALL PIPE TRENCHES TO BE HAND EXCAVATED WHERE FEASIBLE AND BACKFILLED TO ENSURE THAT EXISTING CONDUIT AND PIPING ARE NOT DISTURBED. CONTRACTOR TO MAKE ALL PVC JOINTS WATERTIGHT. JEU PRIOR TO BACKFILLING. 0`�b COAX TRENCH DETAIL �� ONP A SCALE: NTS i n f i n I y� NEW CONSTRUCTION �J' WEST ORIENT POINT ■ o -ot-as rssum RM mNsmucmoN/PEmJD wx ww J15 DETAILS REET engineering SITE NO. LI-1017 cinguIar a -� WE� FOR / �K aw Js 99 PINE 1220 uawr.8) 34-2 9395 MAIN ROAD A t0-0.M1 65um Ept uTtEM/mMUERr PHR CJW .us OFM 18) 434-2288 rAx: (m0)ax-2P59 EAST MARION,NV 11939 WIRELESS G �� REVSON9 6 CHK P' JOB SM DRAWING NUM6Q REV 50-034 SCUP DESIGNED. DRIYM: 24697 INYCENY10171 COG 1 0 6 5 1 4 31 2 qp 1 1 Nn ;- 4'-0' GATE OPENING SUPPORT ARM W/BARBED WIRE :,--n—�,--a�----.rt--� D X� 1---y OR CORNER )POST (TYP.) i 10'-0' MAX. SPACING � ,/ 2' MESH, 9 GAUGE GALV. WIRE MALLEABLE E� 1-1/2 PAIR INDUSTRIAL TYPLLAATCIRON FORK PROVISION FOR �/ UNE POST (TYP.) MALLEABLE IRON OFFSET PADLOCK (PAGE-WILSON TYPE 75 1 1/4'0 BRACE RAIL PIN HINGE (PAGE-WILSON GATE LATCH ASSEMBLY OR EQUAL) .e TOP RAIL (TYP) M-6 OR EQUAL) r CHAIN LINK3/8'0 TRUSS ROD WffH COMPOUND k' �' T11RN BUCKLE. o r 2 1/2' O.D. POST E 2' CROWN FINISH GRADE w� m� GAUGE 48' OR 6' BELOW FREEZE I I I.•� BOTTOMTENSION WIRE 2' CONC�. Li UNE WHICHEVER IS GREATER _�y_ I' I�-1'-2' n IIIi 12. 0 FOR CROWN (TYP.) C L'I I'� VIII UNE POST ELECTRICAL COPPER BRAID ?i' FOOTING. (TYP.) SEE GROUNDING DETAILS I Uj CNCRETTYP. 10'-0' MAX. —r �ISPACING (TYP.) 1-6' TYP. FOR END, L1'-2• CORNER, h GATE POSTS GATE DETAIL SGLE: NTS CHAIN LINK FENCE DETAIL (ELEVATION srr�: NTS � z METAL GATE DELB FENCE NOTES: INSTALL WITH SLOTSOTS FINISH GRADE PARALLEL TO FENCE w 1. FENCING MATERIALS SHALL BE OF GALVANIZED STEEL. 2. POST, BRACES AND GATE FRAMES SHALL BE SCHEDULE 40 (STANDARD WEIGHT) PIPE. SIZES SPECIFIED ARE NOMINAL DIAMETER. I; 3. DOUBLE SWING GATE SHALL BE PROVIDED WITH TUBULAR PLUNGER BAR, 1 LOCK KEEPER, 1 LOCK KEEPER GUIDE, 2 LATCH FORKS, I N .j n ,.F 2 FORK CATCHES, 1 CATCH FOR PLUNGER BAR, AND 2 GATE STOPS �j LOCATED AS DIRECTED BY THE OWNER. f i 4. POSTS, CAPS AND OTHER NECESSARY FENCE FRTINGS SHALL BE AS CONCRETE MANUFACTURED ED B1' THENCE MANUFACTURER ACTURER OR EQUAL. HINGES SHALL BE OF GALVANIZED STEEL I 5. POSTS SHALL BE SPACED EQUIDISTANT BUT NOT MORE THAN 10' O.C. 10' CONCRETE L—_� 6. BOTTOM OF FENCE SHALL BE NO MORE THAN 3' ABOVE 10' GRADE AT ANY SECTION. GATE DETENT DETAIL 3 �E of NEW SCALE: N S GATE STOPPER DETAIL 4 G,�Po N S. Sr0 A r i n iI i n i g WEST ORIENT POINT o o, as mum ran aXsmucnaX�wa MAX aw As >1„09 NEW engineering ■ F 0 �� CONSTRUCTION omc99 451RIV5434- SITE NO. LOAD s i n g u l a r ESSIO c:�(m(S,e� t2M7zae 9395 MAIN ROAD 9 -JO- Pan uN( c9w RAF PY- DETAILS TAX: (518) 434-9059 EAST MARION,NY 11939 A 10-0'' w Fm SEW/COMYENf PIR cm .LIS 150-034 WIRELESS D DATE REVsaNs a CHK aoe sDE DRAW NG NUMBER REV SG11E: DESIGN DRANK: 24897 NYCENY10/ CO] 0 6 5 4 3 2 le I 1 "n IF A D WIRE FENCE- WHERE REQUIRED COMMERCIAL TYPE C SILT FABRIC ON UPSTREAM SIDE OF FENCE 3'-0- DIRECTION MIN OF FLOW 2._O. C MIN G OUNDLINE IIII/ II CHAIN LINK NOTE: FENCE 1. DIG TRENCH6'_ 3 4' CRUSHED STONE 2. LAY IN FABRIC TO 0 t C33 SIZE N0. 57 LIMITS OF CRUSHED BOTTOM OF TRENCH STONE SURFACE 3. BACKFILL TRENCH, GRADE TO DRAIN AS COVERING FABRIC SHOWN ON PIAN SILT FENCE DETAIL SCALE: NTS ✓L GE TO DRAIN 1 AWAY FROM TOWER YARD RAD CONSTRUCTION NOTES FOR FABRICATED SILT FENCE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY POSTS: STEEL EITHER T OR U MARAFI 5DOX GO-IND TO FENCE POSTS WITH WIRE TIES OR STAPLES. TYPE. STABILRATION FABRICPLACED ON COMPACTED SUBGRADE 2. FILTER CLOTH TO BE FASTENED SECURELY TO FENCE: WOVEN WIRE, 14 GA, B WOVEN WIRE FENCE WITH TES SPACED 6' MAX. MESH OPENING. �+ �± EVERY 24' AT TOP AND MID SECTION. AS DIRECTED BY BANKS CO. SECTION THROUGH COMPOUND 3. WHEN TWO SECTIONS OF FILTER CLOTH FILTER CLOTH: FILTER X, MIRAFI 100X' SCALE: HTS 2 ADJOIN EACH OTHER THEY SHALL BE OVER- STABIUNKA T14ON OR LAPPED BY SIX INCHES AND FOLDED. APPROVED EQUAL 4. MAINTENANCE SHALL BE PERFORMED AS PREFABRICATED UNIT: GEOFAB, NEEDED AND MATERIAL REMOVED WHEN ENVIROFENCE OR APPROVED *BULDGES' DEVELOP IN THE SILT FENCE. EQUAL 5. ALL SILT FENCE MATERIALS MUST BE LISTED ON THE CURRENT STATES. D.O.T. QUALIFIED PRODUCTS UST #36. ()v NE NE ` S. STF�yOp o - * r i n _ � m / W FES i n f i n i g �/ WEST ORIENT POINT • NEW 10 CONSTRUCTION e In g i n e e r 1 n g )_2 01-a5 rssVm Port 0°NSfPU /IPE1°'T DETAILS 99 PINE 1220 SITE NO. LI-1017 c i n g u I a r o—o5OMCE 51e) w 42266 9395 MAIN ROADFU: (SIB) 434-2059 EAST MARION,NY 11939 -18-05 BSUFD FDR aEVEw/COwRn PHR CJIY .us150-034 WIRELESS DAA 0N5 ar CNK P' ,roe srrE ORaANG NUWER REV SCAIC OESICNED: DRAWN: 24897 NYCENY101 CDB 1 0 6 5 4 3 1 1 "" I m NOTE; (3* SF. APPROVED MULCH SET TREE PLUMB gyp, (3' SEf1I.ED DEPTH) D PRIOR TO STAKING '4� 4MR BALL PR TO D p%pTER OF STAKE ARBORVITAE OYP) HNL BY 24 120 TYP. RUBBER HOSEOT84LL (2 PLY GREEN) GUY WIRE PROPOSED 5' IANDSCAPE 00��''WIREBER HOSE BUFFER (DOUBLES STRAND, 2 PLYPLAN3'APPROVED MULCH //4 RFBAR STAKE3lECUjTIVATED SOIL-24DMMETERIARGFR HAN ROOT BALL OF PLATT� DR CONTAINER AS NEEDED ADTO BPoNG O SECTION TAMP TO FINPR GRAM: i TREE STAKING AND GUYING NOT ?' C GENERAL PLANTING NOTES 1. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK', LATEST EDITION, REPRESENT GUIDELINE i SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL 2. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER'S REPRESENTATIVE BEFORE, i DURING, AND AFTER INSTALLATION. I 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL I UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING COURSE OF THE WORK i THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO UTILTIIES, i STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. 4. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, REE OF PESTS AND DISEASE. 5. ALL PDMS MUST BE CONTAINER-GROWN OR BALLED AND BURUPPED AS SPECIFIED. 6. ALL TREES MUST BE STRAIGHT TRUNKED, FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 7. ALL TREES MUST BE GUYED OR STAKED AS SHOWN. PROPOSED 5' LANDSCAPE j 8. ALL PLANTS AND PLANITNG AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. BUFFER 9. THE ENGINEER'S REPRESENTATIVE WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. i 10. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PUNS ,e2i' :' B BEFORE PRICING THE WORK. LLYY \ ,,qqyye�, 11. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT p� "SSA NOT LIMITED TO. WATERING, SPRAYING, MULCHING, FERTILIZATION, ETC.) OF PLANTING AREAS LANSCAPING PLANCALLED NORTH UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE ENGINEER'S REPRESENTATIVE. 5c : i ,cam 12. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS W 0 T0' W. �cA Lig UNDER A MIST SYSTEM PRIOR TO INSTALLATION. V/ ±425 SF. APPROVED MULCH ANY PLANT TURNS BROWN OR DEPTH) 13 WORK) SHALLBEROMP LY REMOVED FROM THE SITEANDR S P ED WITH MATERIAL OF THEE SAME SPECIES, QUANTITY, SIZE AND MEETING ALL SPECIFICATIONS. 14. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE TOTAL AREA OF LANDSCAPED SITE 3675 SF _ ARBORVITAE Or) (1) YEAR BEGINNING AT THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. �oF NEW PLANT MATERIALS LISTCIDS. STF�yG; :_� QUANTITY COMMON NAME SIZE REMARKS * "' * I 27 ARBORVITAE 3' MIN. HEIGHT O EQUALLY SPACED ALL PLAITING MEAS WILL BE TILLED AND PREPARED FORSOA C?j,p(3 tv�� A MPLANTOPPED WITH MIN. 3NG 13Y THE N APPROVED MULCH.OF APPROPRIATE SOA.AMENITIES R�FF$SIONP�' e ng I n I enI nl 9 g WEST ORIENT POINT • NEi o -0T OS rswm NAK CJW J S LANDSCAPE PLAN 99 NNE S 1220 SITE NO. LI-1017 �' � ' .. 34,27 9 9 ��3 RF_SUFD TDR PENEM,DO MRN MV GJW JJS o FM: 9183) a-2a a 9395 MAN EAST MARION,NY II fAx: (�13) 43a-205n A 11-03 mTm TDR ILLYFA'/CUYIIpR PHR CJW JJS 150-034 WIRELESS G DA'E ElY CHK P'E JOB i I SITE f I DRAWMG MMM I REV 1, DRANK: 24887 NYCENY1017 C09 0 6 5 4 3 2 1 I{6)I, �fi CODED DRAWING NOTES GROUNDING NOTES 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH Q PROWDE +2 COPPER GROUND RING (MIN. V-6' FROM OUTSIDE EDGE OF THE NATIONAL ELECTRIC CODE AND ALL OTHER APPLICABLE LOCAL D TOWER FQUNDATION AND SUB) BURIED AT MINIMUM 30' BELOW GRADE CODES 2 �2 CONNECT FENCE TO GROUND RING, TYPICAL 4 PLACES. S 2. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING y 0 2 GROUNDING AND UNDERGROUND CONDUIT INSTALLATION SO AS TO Q CONNECT TOWER BASE TO GROUND ROD IN TOWER RING hvP FOR 31. PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR CADWELD TO TOWER 845E PLATE OR AS PER MANUFACTURER'S SPECI TION. DAMAGE TO THE CONDUIT. Qj PROPOSED J Qq CONNECT GATE TO GATE POST (TYP. FOR 2) WITH 4/0 WELDING CABLE 0 7/162 ° ° ° °� FLAGPOLE ° THAT HAS BEEN CRIMPED ON EACH END WITH A CAP FOR THE CADWELD 3. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC 3 PROCESS. LENGTH SHALL ALLOW FULL SWING OF GATE CONNECT GATE 3 ° POSTS TO GROUND ROD. PROVIDE A WEEP HOLE ON BOTTOM CONDUCTOR ®° ° ° ° (CADWELD). ° FOR DRAINAGE ° ° ° 1 4. ALL GROUND CONNECTIONS ABOVE GRADE SHALL BE FORMED USING BOND,UTI�RACK SUPPORT POST TO EQUIPMENT GROUND RING 1 2-HOLE LUGS AND TWO (2) HIGH PRESS CRIMPS. WITHQ CONNECT SERVICE DISCONNECTING MEWS TO ISOLATED GROUND ROD LEGEND 5. ALL EXOTHERMIC MECHANICAL CONNECTIONS TO THE GROUND RODS INSTALLED SM AFG 1- COPPER GROUND BAR, 1/4'X 4'X 20", NEWTON INSTRUMENT CO. SHALL START AT THE TOP & HAVE A VERTICAL SEPARATION OF 6" CAT. NO. B-6142 OR EQUAL. HOLE CENTERS TO MATCH NEMA FOR EVERY ADDITIONAL CONNECTION. BOND TOWER GROUND RING TO MAIN GROUND BAR WITH (2)2 2 \e AWG GROUND WIRE. DOUBLE LUG CONFIGURATION. (ACTUAL GROUND 64R SIZE WILL VARY BASED ON NUMBER OF GROUND CONNECTIONS) 6. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 2- INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 OR EQUAL 3- 5/8- LOCKWASHERS, NEWTON INSTRUMENT CO. 7. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 SOLID AWG TIN Q \ CAT. NO. 3015-8 OR EQUAL PLATED COPPER UNLESS OTHERWISE INDICATED.GGAROTPOSED ° 4- WALL MOUNTING BRACKET. NEWTON INSTRUMENT CO. 8. IF APPLICABLE: GROUND RODS SHALL BE STAINLESS STEEL OR C CAT NO. A-6056 OR EQUAL COPPER CLAD STEEL, 5/8"0 10-FT. LONG, AND SHALL BE DRIVEN e '` LOCATION OF MASTER AND BOTTOM 5- 5/8-11 X 1' HHCS BOLTS, NEWTON INSTRUMENT CO. VERTICALLY WITH THEIR TOPS 18" BELOW FINAL GRADE. GROUND BARS. BOND ALL COAXCAT NO. 3012-1 OR EQUAL 9. CONNECTIONS TO THE GROUND BARS SHALL NOT BE DOUBLED UP CABLES WITH COAX GROUND KITS E01 OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF 8- INSULATORS SHALL T ELIMINATED WHEN BONDING DIRECTLY TO THE GROUND BAR ARE PERMITTED. ° \ TOWER/MONOPOLE STRUCTURE. CONNECTION RE TOWER/MONOPOLE BOND EQUIPMENT GROUND BETA 850/1900 BTS STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS.' 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS BAR TO GROUND RING (TYP e \ 2 PLACES) ° `�pRpppSEp TE Q4 SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY \ /° / GROUND BAR SUPPORTED. ALPHA 850/1900 BTS pp2 AWG GROUND WIRE SC : MS 2 / FOR MCPA & UMTS CABINET 11. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL 0 NOT EXCEED 10 OHMS. BOND ALL METALLIC 0 12, NO UPHILL GROUND CONNECTIONS ALLOWED OBJECTS TO GROUND BAR ' .e_ GAMMA 850/1900 BTS e 24 VDC ° - UMTS BTS ° 36' OR 6' BELOW FREEZE MCPA CABINET UNE. WHICHEVER IS GREATER GRADE \ BATTERYCABINET - e ° B 2 \ ' ' °/ FR 2 CADWELD N'COSED COIL IO-FT 2 GROUND RE FOR G -—--—� ABBREVIATIONS ELECTRICAL SYMBOLS 5 ° NOKIA BTS CABINETS AWG AMERICAN WIRE GAUGEGROUND ROD WITH ACCESS gg2 AWG GROUND WIRE QQ e ✓' e/ E'OR 24VDC CABINET & BCW BARE COPPER WIRE e CHEMICAL GROUND ROD BATTERY CABINET DWG DRAWING Q GROUND ROD i EMT ELECTRICAL METALLIC TUBING E::P DISCONNECT SWITCH GEN GENERATOR E01 OF IVt/w�., GROUND ROD COPPERWELD IMC INTERMEDIATE METALLIC CONDUIT 0METER S 5/8'0x10'-0' LONG MGB MASTER GROUND BAR d, PCS PERSONAL COMMUNICATION SYSTEM 7 CIRCUIT BREAKER EXTERIOR GROUNDING PLANT OpLyEO N08B * •; n PVC POLYVINYL CHLORIDE CONDUIT CADWELD TYPE CONNECTION SCALE' 1 ■ COMPRESSION TYPE CONNECTION o 4• 0• _r l� PVC RIGID GALVANIZED STEEL n RWY RACEWAY Ill ------- GROUNDING WIRE z , COPPER-CLAD nP TYPICAL F - STEEL GROUND ROD 3 _ OA ° . v96 RC2 SCREE: Nn REPRESENTS DETAIL NUMBER A !° �—REF. DRAWING NUMBER ° essloNP i n f i n 1 99 WEST ORIENT POINT NEW e n g + n e e r i n g`��`,'/ SITE NO. LI-1017 • ■ D -0' aPm raR waRUc a/PEeRT cJw GROUNDING PLAN ERIOR PINE_,3 c� n g u I a r e � ���RENEW/OptlYFNT MAK GJW RLfNNI. NY 1220] GIs¢E: tse) 434 228 9396 MAIN ROAD rnx: (51sT ear-2059 EAST MARION,NV 11939 A -1l-OS ISS'tIFO Rxt 1¢law/CWFN° PIIR GW JJs 150-034 WIRELESS 40, DAT` ReA50N5 Bn I CWPP- JOB i I SITE 1 1 DRAWING NUMBER IREV SCNE: 06MM! DRAWN: 24897 NYCENY1017 E0/ 0 6 5 4 3 2 0 1 1 "R, $ ELECTRICAL NOTES 2 \\\ 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH D (2) 6"X6" NEMA 3R ENCLOSURE THE NATIONAL ELECTRIC CODE AND ALL OTHER APPLICABLE LOCAL ROUTE (2) 3/4" LMFC FROM CODES. �� Al ENCLOSURE TO NOKIA BTS BETA 850/1900 GAMMA 850/1900 2. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING 1 1' PVC FOR BET GAMMA GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO ( ) A/ PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR BTS T1s (4) BELDEN /7919A DAMAGE TO THE CONDUIT. CATS CABLES2 VD , 3. ALL ELECTRICAL ITEMS SHALL BE U.L APPROVED OR LISTED 4. CONDUCTORS SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUITS ELECTRICAL @ EQZ (1) 1" PVC CONDUIT FOR (UNDERGROUND) AND IMC CONDUITS ABOVEGROUND. ` e \ ALPHA/BETA/GAMMA BTS 11 TELCO CONDUT \. HETA CIRCUITS (6) #14, UMTS BTS 3 12 GND. %''� '' . 5. CONTRACTOR SHALL OBTAIN ALL PERMITS, PAY ALL PERMIT FEES, O � AND SCHEDULE ALL REQUIRED INSPECTIONS. \ LINGULAR ELEC. METER \� - - � MCPA CABINET CONTRACTOR SHALL OBTAIN LOCAL POWER AND TELCO COMPANY 0 \ \ AND SERVICE ENTRANCE \ \ APPROVAL AND COORDINATE WITH UTILITY COMPANIES SERVICE 0 \ \ PANEL \ll \ ALPHA 850/1900 ENTRANCE REQUIREMENTS. A PVC CONDUIT FOR ALPHA BTS 7. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL DESCRIBED \ll \ \ ' • T1s (2) BELDEN #7919 CATS CABLES ON THIS DRAWING, AND ALL ITEMS INCIDENTAL TO COMPLETING AND \UROUTED TO E911 EQUIPMENT INSIDE 1 \ LINGULAR NEMA 3R PRESENTING THIS PROJECT AS FULLY OPERATIONAL. \7 24VDC POWER PLANT AND 1 NSS 11p / ELCO BOX 30"x30'x12" ( ) WITH 5/8" PLYWOOD ""`"--_„” ALARM CABLE BELDEN /{9566 8. PROVIDE 2' SCHEDULE 40 PVC UNDERGROUND CONDUIT WITH PULL C 1`1 BACKBOARD _ WIRE BETWEEN ELECTRICAL UTILITY DEMARCATION POINT AND KWH METER BASE. 111 .',' (1) 1" PVC CONDUIT W/(24) \1 EXISTING BUILDING #8 AND (2) #12 ONO FOR 9. CONDUIT ROUTINGS ARE SCHEMATIC, CONTRACTOR SHALL INSTALL POWER TO 24VDC CABINET " CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. TELCO CONDUIT E02 \• / - 10. SERVICE TO EQUIPMENT CABINETS SHALL BE 120/240 VAC, 200 1 PMP. i-PHASE. 4> 02 ELECTRICAL CONDUIT 11. CONTRACTOR SHALL DETERMINE REQUIRED NUMBER AND LOCATION OF PULLBOXES PER UTILITY STANDARDS. i EXISTING UTILITY POLE NLARGED 12. USE ADAPTER FROM PVC CONDUIT TO RIGID STEEL 90' BEND AND EXISTING PROPERTY LINE (TIP) `EI UTILITY ROUTING PLAN CALLED NORTH USE REDUCER TO ENTER METER BOX WITH Y DIA CONDUIT. _ OPO GRAVEL 0 LAWN AREA O RESTORATION TO MATCH AS REQUIRED SLOPE AND THICKNESS OF EXISTING B 0 UNDISNRBEO UTILITY ROUTING PO" �, CALLED NORTH COMPACTED BACKFILL a ss 35 BACKFILL a BF NEW (SAND OR NATIVE SOIL) '(E .`P�� 5. sr 0P` TELCO CONDUIT � >O F� 2' PVC SCH. 40 UTILITY WARNING TAPE 6"MIN. 2" MIN ELECTRICAL CONDUIT 2" PVC SCH. 40 7 . � W sr z UTILITY TRENCH DETAIL \ SCALE: NTS 3 R�FfSSIONP�' A I t-1 f I n I g WEST ORIENT POINT • NE, UTILITY ROUTING PLAN e n g i n e e r i n g ��y tF ISsIhD r9R aNsnkcwN/r ff MAK CJW JJs 99 PINE STREET G� SITE NO. LI-1017 �' I nEsu(rc(, m' lxxm9395 MAIN ROAD ICE(5111)1a334-2288 EAST MARION,NY 1/9391 50-034 WIRELESS REVISIONS BY CHK JOB SIZE DRAWING NUMBER REV SGVP [DESIGN R. DRAWN: 24897 INYCENY10171 E02 1 0 6 5 4 3 2 46 1 1 "II Q PANEL 'A' SCHEDULE INIFASECT G91NET POWER 1M/zaQ'. I-RI.}W oLLLL 2..Wll BI(Rs RS NMC.SERIES MrE° D TELCO zaw 9°s 1°Nuc gRax(N cmcurs M Imm sEMICE ExIRucE(AmNET AC SERVICE ENTRANCE PANEL NOTES: gRK cKr gNR OTM Lam pans) OT" cNr EKR ERK 1) STANDARD 42-POSITION INTERSECT PANEL SHALL ALWAYS BE USED WHERE POSSIBLE 51Di aurs M. vc REc ursc DEscPmlox u a LCL LI u "SORMON Wsc roc Lb rola Mrs am INCOMING Tl FROM PART #MM1220042-3R. SERVICE POWER 120/208V, 1-PH, 3W EXISTING TELCO DEMARC I w 2 1 RIC EII /1 Is. Sw ° w MIn55 I I 1[ 2 / 2 ORDER NY NJ INTERSECT BREAKER KIT PART BRKER KIT TS (EXISTING UTILITY POLE) (EXISANG UTILITY POLE) ) / 3 Isw ISSD ° 4 (I)_2-p-3p3/0 3) TO ORDER A GENERATOR RECEPTACLE THE LEFT SIDE THE PANEL, ORDER 5 b 2 1 RECOHER/3 Isw mw mw RErnm/2 z b a & 1N4 GNO PART #GRINWIRRELAY-L AND APPLETON RECEPTACLE PART {jAR20034-R5. FOR A GENERATOR RECEPTACLE ON THE RIGHT ORDER PART #GRINWIRRELAY-R AND ] I I I I 'sso vw ISso I I I ° VENCLOSURE,ETER/BREAKER APPLETON RECEPTACLE PART #AR20034-RS. REcr/s( p REcr p( z b 1a W/ 200A BREAKERND INSTALLED BY I I II I '2 ONTRACTOR) 13 b z RICT/7(FUO REcr Ig(RVO 2 b I4 (1)-2'C TELCO WITH 'S (1)-2"C 3/3/0 h (4)-4PR CATS /24SHD IT b 2 RECI 0(N1) RECTI Ig(FIM I 1 2 .10 Ig 1 /4 ONO FOR POWER BELDEN 87919A FROM DEMARC I I m W/PULL WIRE IDEA DFc�R PTI(1N 21 b 2 PECT/I I (Np RECT/10 DVG I 3 3'I 22 01 KENIEROX CATS TI CASLE /93050111 D815M TO STUB. PROVIDED 2J I I I I I I I I $4 BYSECHTEL INSTALLED BY GC. TO BE ROUTED BACK TO TELCO CINGUTAR NEW 3R ENCLOSURE VIA 3/4"C W/KENTROX DSU /72765. 25 IS 2 NE",C.COR/2 >b 15w 75D xna cACW p 2 I5 2g COIL AND TAPE SPARE TELCO ENCLOSURE (1) 3/4-C W/KENTROX CATS T1 CABLE %93050101 DB15F TO 27 I 7b 1. 7w 30"x30'XIO' W/ 5/8" I I 25 COIL AAD AMB SPARE WIRE PLYWOOD BACKBOARD SNB. PROVIDED BY BECHTEL INSTALLED BY GC. TI AND PULL WIRE 29 9LwK (FVDHETA CM. 1 l 15 3C 03 EXISTING 66 BLOCK WITHIN 24VDC CABINET G AN NOTE: COL O TME SPORE 31 RIANK I I I I 32 Fat CIRCUITS AND RATINGS NAPM BIS TI BEIDEN p9t9a ® (2)-2/0 DC POWER CABLES FOR AP" Bis PROVIDED W/24VDC. SEE PMEL'A'SCHEDULE ® (2)-2/0 DC POWER CABLES FOR BETA BTS PROVIDED W/24VDC. v alurc BIANK x 2wA GENERATOR © (2)-2/0 DC POWER CABLES FOR GAMMA STS PROVIDED W/24VDC. 35 BUNK _K m RECEKr LE INTEGRATED AC SERVICE IMM AC SEIMNECE EMRANCE PANEL (3)ATWRIC SCIEMNIc 31 RANK EVNK 30 ENTRANCE PAL SEE NOTES g 55 55 TELCO SURGE MRESTORS ABOVE (1)-3/4"C S-PR /240R /90700 39 91.wK I80 GFCI I5 40 BELDEN /9588 COIL AND TME SPME RMSE TOT/15 pnTS) I. BSYJ 1].Np BETA AND BELDEN GFCI 8r5 it BFILEH/7919A p1tlGE gyA2tcE 491[ SIS rorty c4xxEaw Lam pATrs) I24w (1)-3/4'c w/(2)/12 0)-3/cc FOR 65o MD APL1M e(l)/12 ORD. (I)-rC FOR RTS HETA (2)41=140 US HETA cmculrs. (y Ma uou -/I4 D z5x LwgEsr LOxnxs pAp La°(CCU b7g CIRCUITS 6- 4 3- 2GND 6'.6'NEW 3R TOTA LOADS pATTG IDwg (I)-2"C FOR POWER ENCLOSGRE IIM.SIw1L P WDE Ml BF6M4R M REGURED M 24VDC LaB IN U 6 A'NEW N TMK LWL AN.) U.8 (24)-/B AND(2)-/12GND ENCLDSURE .0 I L FOO MW.US TIs MD MS.VARY CMIE -� BOWEN/9566 (1)-3/4-LAC FOR Al (I)-3/4t rofl Gages S Tl. TRANS ON TO LMM AT HETA CIRCUIT (2)-/14 h 4-PRBE#24SHD 919A CATS GBLE 2.=NET.GC SHALL (I)-/12GN0 MARE AJ.n.TERMINATIONS CASKET PANEL 'A'SCHEDULE (1)-3/4'c FOR BETA BTs r1a MCPA SCA E:NIS L U) BEIDEx 1]9Iw uT5 GBtE 4 P/24SHD NOTES: CDR NAM BIS n I 3 4 LmM MR$TA (I)-3/4'Ulro FOR GMIw 8 roMR TERMwnon791w uETA CI Lff. (2)-/12 A META CICUT.DG-/u n 1) 24VDC CABINET INSTALLER SHALL MAKE ALL FINAL TERMINATIONS AT 24VDC CABINET F W NOKM (1)-/14 OND (1)-Al2 ONO 2) NOKIA INSTALLER SHALL MAKE ALL FINAL TERMINATIONS AT NOKIA BTS CABINET ROUTE TVSS A1AAu aaDtE Dsu u 3) 24VDC CABINET MANUFACTURER SHALL PROVIDE AND INSTALL BRIDGE KIT FROM 24VDC CABINET BELDEN /9566 TO 66-BLOCK TO NOKIA BTS CABINET INSIDE 24VDC CABINET REanPws —� FI 24VDC MANUFACTURER SHALL PROVIDE AND INSTALL DC POWER CABLES READY FOR _® FINAL TERMINATION BY NOKIA. DC DISTRIBUTION CABLES SHALL BE (2)-2/0 AWG �40 FOR EACH BTS. 66 z NIR(TW) /x A.(iYP) A) ASSOCIATED CIRCUIT BREAKER FOR DC DISTRIBUTION CABLES SHALL BE Q LEFT OPEN AND PROVIDED W/A REMOVABLE LOCKING DEVICE OR TAG SO THAT THE BREAKER CAN NOT BE CLOSED. ARCUS 24VDC ALPHA BTS = BETA BTS = GAMMA BTS B) DC CABLES SHALL BE RHH/RHW AND CABLE TRAY (CT) RATED COIL COS DATXOM A M CMLL (O-3/4'c w/(z) /I2 /COS61CWs FOR TERwNATwN C) NOKIA INSTALLER TO PROVIDE DC DISTRIBUTION CABLES LUGS ON NOKIA k D)/12 CRO. FOR BY NORA END GFCI CIRCUrt Sj 24VDC INSTALLER SHALL PROVIDE AND INSTALL TELCO CABLE(S) BELDEN PART #7919A COILED AND READY FOR FINAL TERMINATION BY NOKIA (3) 1 1/2'RMC w/(q /WwG RED RHH AND (1)3/4'C w/(I)CDs DATMOM MANYGBLE / - F NE6) 24VDC MANUFACTURER SHALL PROVIDE AND INSTALL COS DATACOM ALARM CABLE (4)/Wwc RACK RNH/RHW CAM AND fCO25003W ROGT D To NOWM MARY Parr. , �/ PART #C03610075 COILED AND READY FOR FINAL TERMINATION BY NOKIA (1) 1 1/2C w/(3) /WWG OR EN TRAM. Le` S S` y 7) ALL CONDUCTORS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE (1)/WIRD RED T1H AND(I)/WNG SUMA //"\ T O USE 2-IDOCPDAIVrt a AND 1N5T' D. NOTE / GD O.Z.N K(. W/NEC AND LOCAL CODES ELEC/TELCO/ALARM ONE LINE DIAGRAM (( 8) SUFFICIENT SLACK SHALL BE PROVIDED TO PERMIT NOKIA INSTALLER TO a TERMINATE ALL CABLES SCALE:xrs 1 I * 9) ALL CABLE ENDS AT THE NOKIA BTS SHALL BE IDENTIFIED AND TAPED A n CC rn w rya �/ *Als� BngfD I enl D�9"_/ WEST ORIENT POINT • NE. ROR MN p,MMsELEC/TELCO ONE-LINE AND 99 PINE STREET GT/ SITE NO. LI.1017 -I55�FOIL IEtEN'/OBIEMB,T wR GW JJs PANEL SCHEDULE &B , MY '2207 9395 MAIN ROAD ingu arFFICE. 518) 434-2288 REED FORFAX: (SI8) 434-2059 EAST MARION,NY 11939WIRELESS REvaroRs BY CHK P' JOB slit: DRAWING NUMBER REV 150-034 Sr F. 0 DRAWN: 24897 NYCENY1017 E03 D 6 5 4 3 2 0 11 VRLB. , GSM1900 Tx1/Rx1/x2 Rx2 TxYRx2 GSM850 T%1Rx1 GSM850/1900 Txt/Rx1/Tx2/Rx2 731 DG90VTAXM D 2 I 1 � Z cN0 � vii u vii vii eNj o 0 0 o SITE NUMBER: LI-1017 RF SYSTEM SCHEDULE (7 (J m n n m m m m ANTENNA BTS ANTENNA COAX RAD EST. COAX ANTENNA BEAM ELEC DOWN MECH DOWN ANTENNA SERIAL POSITION TYPE AZIMUTH MODEL NO. SIZE CENTER LENGTH FUNCTION WIDTH TILT TILT NUMBER 7/16" DIN TYPE FEMALE CONNECTOR TYP. (ANTENNA) 3 3850 GSM Rxt xt 90-DEG 2 DEG 0 DEG 3 1900 00 GSM R%3 1 1-A 850 30 DEGREES DECIBEL 731DG90VTAXM (4)-1 5/8" 108-FT 260-FT 8 90-DEG 0 DEG 0 DEG 95O GSM RX 2 8 19M GSM R%l/rzz 7 850 45-DEG 0 DEG 0 DEG 1900 am am 1900 2-A 30 DEGREES KATHREIN 800 10121 (2)-1 5/8" 98-FT 250-FT MHA MHA 1900 45-DEG 2 DEG 0 DEG MHA MHA = = 1900 850 GSM 2x1 , 90-DEG 2 DEG 0 DEG 4 4 1-B 850 150 DEGREES DECIBEL 731DG9OVTAXM (4)-1 5/8" 108-FT 260-FT gS�G x2 1eo0 c5M Rx2 x2 90—DEG 0 DEG 0 DEG 3 3 3 3 2—B 850 45—DEG 0 DEG 0 DEG 150 DEGREES KATHREIN 800 10121 (2)-1 5/8' 98—FT 250—FT O GROUND BAR � 4 7900 45—DEG 2 DEG 0 DEG (TOP OF TOWER) �J 1800B50 GSM Rxt 1 90—DEG 2 DEG 0 DEG 1—C 850 250 DEGREES DECIBEL 731OG90WAXM (4)—i 5/8' 108—FT 260—FT sw GSM Rz2 1 e50 95M Rxi z 19W 90—DEG 0 DEG 0 DEG GSM R%2 2 850 45-DEG 0 DEG 0 DEG 5 2-C 1900 250 DEGREES KATHREIN 800 10121 (2)-1 5/8" 98-FT 250-FT 45-DEG 2 DEG 0 DEG 5 5 5 15 EMU N/A KATHREIN (2)-1/2" N/A -FT GPS N/A N/A N/A 5 - � OG-860/1920/GPS BccH = ��J - NOTES: GROUND BAR BILL OF MATERIALS 1 CONTACT M RE (BOTTOM OF TOWER) SYSTEM SCHEDULE PRRF PRIOR TO ORDERING ITEM NO, PART DESCRIPTION MANUFACTURER PART NO. QUANTITY SUPPLIER INSTALLER MATERIALS' 2.ALL FlEID CHANGES TO THIS SCHEDULE 1 850/1900 GSM ANTENNA DECIBEL 731DG9OVTAXM 3 BECHTEL N/A SHALL BE APPROVED BY RE ENGINEERING GROUND BAR 4 4 3.ALL CABLE LENGTHS ARE ESTIMATES AND (NEAR EQUIPMENT) 2 850/1900 UMTS ANTENNA KATHREIN 800 10121 3 BECHTEL N/A SHAL BE HELD VERIFIED BY THE 3 1/2" TOP JUMPER W/MALE-MALE CON. (DIN). COMMSCOPE SFX500 36 BECHTEL GC CONTRACTOR 6 6 4.CONTRACTOR SHALL PROVIDE ANTENNA SERIAL 4 FEMALE DIN CONNECTOR COMMSCOPE 1873ADF 36 BECHTEL GC NUMBERS WRH THE AS-BUILT DRAWINGS B 4 5 MAIN COAX LINE COMMSCOPE CRI873PE 4260-FT BECHTEL GC 5.PRIOR TO INSTALLATION CONFIRM LOCAL 4 9 9 6 1/2" BOTTOM JUMPERS W/MALE—MALE CON. (DIN) COMMSCOPE SFX500 24 BECHTEL GC COLOR CODING REQUIREMENTS W/CINGULA nwo ��� S.ANTENNA POSRIONS ME SHOWN FROM RIGA 4 4 q 4 DIPLEXER "A" DIPLEXER "B" 7 MHA (MAST HEAD AMPLIFIER) NOKIA CS72993.08 6 NOKIA GC TO LEFT WHEN FACING THE ANTENNA ARRAY 8 MHA 6 6 6 9 DIPLEXER RFS TM 19801712-FDGW5504/2C-3 6 BECHTEL GC 4 4 RFS 6 BECHTEL GC 6 50 OHM 50 OHM LOAD OAD RX2/TX2 RX1/TX1 RX2/TX2 RX1/TX1 6 6 COLOR CODE TX1 RX2/TX2 RX1/TX1 RX2/TX2 ALPHA TX1/RX1 ALPHA TX2/RX2 BETA /RX1 BETA TX2/RX2 GAMMA TX1/RX1 GAMMA TX2/RX2 GPS BCCH 0 o ID TAG GSM GSM GSM GSM GSM GSM F UTU R Ero,I COLOR CODE 1 GREEN 3 GREEN 1 BLUE 3 BLUE 1 WHITE 3 WHITE 1 YELLOW 2 YELLOW 190OMHz NOKIA GSM 850MHz NOKIA GSM 1900 UMTS 850 UMTS ID TAG ALPHA TXi/RX1 ALPHA TX2/RX2 BETA TXI/RXI BETA TX2/RX2 GAMMA TX1/RX1 GAMMA TX2/RX2 0 o GSM GSM GSM GSM GSM GSM oz rna UMTS NODE Bm COLOR CODE 2 GREEN 4 GREEN 2 BLUE 4 BLUE 2 WHITE 4 WHITE ANTENNA SCHEMATIC r A SCALE: NTS f O I A i n f i n I NEW ANTENNA SCHEMATIC g WEST ORIENT P o e n g i n e e r i n g A UP O N-01-051 R'4VFI1 FGR CoRsnwu011/PEINIT MAK GAY JJs 99 PINE STREET SITE NO. LI-10 * * B _,0-0.5 RE-IssuFD TUR RMYI/CGMMkNr MAK CJW JJs AND RF SCHEDULE CE g5 8) 34-2 9395 MAIN ROAD cingula r omcE: lls,e) a122 flee r I - ; A -1B-OS RSvaG FOR RLNEW/MIIMFM MR CJW .MS FAX: (5t e) 4J4-20x9 EAST MARION,NV 11 -'` O ppm RASIONS BY CHK P' JOB SITE DRAWING NUMBER REV 150-034 l �2 a WIRELESS SC.LLE m; ppp (. 24887 NYCENV101 E0J 0 6 5x.�J Ci 71 7�;0 �� 4 3 2 V ��FESSIONP DINSON OF RFSP/I LEGEND. BILL OF MATERIALS DESCRIPTION BECHTEL BTS VENDOR ANDREW CINGULAR NEW CABLING/JUMPERS ------ OPTIONAL NO. ITEM DESCRIPTION TOTAL DUANim PART N0. D WLS I, G F I MALE CONNECTOR 1 I GPS ANTENNA 1 KATHRON OG-860/192O/GPS DUAL BAND COMBINER OPTIONAL F N TICO P R P . I D FEMALE CONNECTOR - - N-MALE CONNECTOR 4 ANDREW L4PNM-RC CPS LCH ANTENNA F I }��T� , COAX CABLE 2 ANDREW IDF4-50A CPS CCH COAX CABLES f I NOT IN `��7 I N E ARRESTOR GPS CDA% 1 H@5 3403.17.1045 SURGE ARRESTORS F. I SCO JUMPER, WL5 i0 CPS TV56 2 LMR210 11 NC I1N %R PRE CONNECTORIZED LMR-240 CABLES k JUMPERS f SCOPE i0 NNAS ; -' 1 Y1 CONNEC�Ohl By VENDOR LESS LOCATION SENSOR (WLS) 1 BY ANDREWS GRATSON ' 1 (BY CIRCULAR) KENTRO% 72765 F. ItNNi S/BCCH I CABLE FOR KENTROS OSU LOW 1 G15A0500-6 TENNA N N IEE ANDREW r- -_ DIyDIN ---_ -_- --- _ JUMPERS, 850/1900MHD 6 LMR240/11TNC/11TNC/NNECTORS I I I RXI I X2 R I %2 BINER TO WLS 2.0-FT LY I I I I 1 10 850/1900MHz COMBINER 1 (8Y ANDREWS) AO02466.G1 I = FURNISH j 1 it 91 COAX JUMPER, WLS TO B50 AND/OR UAR240/16SMA/11TNC /B /BCCH 1 H �� 1900 GSM MULPLOVPLER PORTS = INSTALL GPS CW M 6 PER CABINET %%_FT G = GREEN LIGHT T I 1 1 C = TEST AND PROVISION UND KIT I I 12 SURGE ARRESTOR (BCCH COAX) 1 H&S 3402.17.OD70 O WELD) I -13 POST 13 WLS POWER CORD 1 GRAYSON GISA0497-5-4 I I TX1 I I R%1 C KA M2' X3 I I I -TRX4 SEE GROUNDING NOTES 1 11 TIO 1 1 -- _ II ` _ __ __r_ M21_TR 21 II A 2( -13 'PORT 1 1/2' COAXIAL SII CABLE 2 4 R CPKA M2y_TRX I I D %I �M2 _TRX2 D 24M(BY O CABINET --- ---- ____ _____ _____ _____ (BT OTHERS) 4 I 1 NOKIA ULTRASITE 850 GSM TYPICAL PER SECTOR LMR 240 (TYP OF 6) - T= N SURGE (OPTIONAL-/850) ARRESTOR __________________________ _______________ ____________I I LMR 240 TYP OF 8 __ __ ANTENNTO 850 GSM AC/DC RECTIFIER IMULTI-COUPLERS AC POWER 24 YDC N (OPTIONAL W/8 TO 1900 GSM SUPPLY (EXISTING W/SSC) r� MULTI-COUPLERS _____ I CONNECTION BY 111111�/7 ffl (EXISING BTS VENDOR AX JUMPERS k CONNECTORS BATTERY BACKUP (GSM M/C PORTS TO COMBINER) W/SSC) I IN l lI ITHC )TNc s s L_--__--J 1 11 f )------- (TyP) /R%I R%2 XI In RX2 l 1J111 1 0/1900 COMBINER ` (01 DUAL BAND COMBINER---i (OPTIONAL W/650) ' - (OPTIONAL W/850) i B LMR 240 - �� � tMR 240 - dB PORT COLOR CODING NOTES COAX JUMPERS Imo.u 9 ________ uR%t r TTRR%3 i) LMR240 JUMPERS SHALL BE LABELED ON BOTH ENDS (COMBINER AND BTS SIDE) WITH COLOR TAPE IDENTIFYING h CONNECTORS T _ (TY TNC , ANTI RXI EASCH RESPECTIVE SECORT (ALPHA BETA BETA-BLUE, GAMMA-WHITE). (TYP) (1YP) I I M2 XI GSM �g 2q0 I I TRX2 2)3M NUMBERING TAPE SHOULD BE AFFIXED OVER THE COLOR SECTOR TAPE IDENTIFYING THE TECHNOLOGY (85q 6 WLS GPS TMC 1900. TDMA) AND SECTOR/CABLE (AD, Al, BI 31) I I ANT eB POR WAN 24V DC I I T%2 R%2 %2 LPNA M2� 3 3)GPS/BCCH CABLES SHALL BE IDENTIFIED ON BOTH ENDS 1T\5S AND ANTENNA; WITH GPS" AND 'BCCH' LABELS. WAN CABLE DB25 NILS POWER CORD pp^ I E% r %4 (NLS TO DSU) G15AO497-5-4 26wC GROUND NOTES B I NLS I TRX 1) COAX GROUND KITES ARE REQUIRED ON E911 COAX IF GP5/BCCH ANTENNA IS MOUNTED ON THE TOWER. DB25 + 2- 14 AWG I SA (+) I NOK(A ULTRASITE 1 BOO GSM 2)FOR GROUND LEVEL MOUNTED OF GPS/BCCH ON AN ICE BRIDGE, SHELTER PARAPET OR STAND ALONE PIPE NOT 24 wC MORE THAN 10-FT IN HEIGHT, FEM MALE 24wc ER SECTOR R THAT THE RF PIES DEVICE IS INSTALLED AND PROPERLY GROUNDED. DB15 DBI5 O60 7 a-) I ow I (� W THE COAX NEED NOT BE GROUNDED P HE IC N G WHEN MOUNTED IP THE ICE BRIDGE, THE ICE BRIDGE MUST FA GROUNDED PER LINGULAR STANDARDS. WHERE INCOMING CAT 5e THE MOUNTING PIPE IS ATTACHED TO ANON-GROUNDED SURFACE. THE PIPE MOUNT SHOULD BE GROUNDED. A BY PROVIDED BECHANDT INSTALLED Ei OUTGONC CAT Se PROMDED ANO - GROUND TO I I (�` �`_ S. STC` O FREE STAND-ALONE PIPE MOUNT MUST ALSO BE GROUNDED. FROM TKS INSTALLED BY BECHTEL TRANSPOR RACK RANGE I (EXISTING 48wC PDL) I ,O l F 3)FOR ROOF MOUNTING ON A BUILDING WITH THE SHELTER OR EQUIPMENT ON THE ROOF, NOTE 2 ABOVE APPLES, TO 1900 BTS TELCO CABLE L_____———J * M1. PROVIEO THAT THE GPS/BCCH ANTENNA IS NOT THE HIGHEST METALLIC POINT ON THE ROOF AND THE COAX SSC RACK * CABLE RUN DOESN'T EXCEED 30-FT. IF EITHER OF THE ABOVE CONDITIONS EXIST THEN THE COAX SHALL BE (BY OTHERS) r GROUNDED AS IF ON A TOWER. Tin q ) 4)FOR ROOF MOUNTING OF THE GPS/BCCH ANTENNA WITH THE COAX CABLE RUN DOWN THE BUILDING RISER TO AN EQUIPMENT ROOM LOCATED LOWER THAN THE FLOOR BELOW THE ROOF THE COAX CABLE SHALL BE GROUNDED AS 1 P IF ON A TOWER. A FG 056 �� 5)THE GPS/BCCH ANTENNA SHALL BE GROUNDED W/ITS OWN /2 AWG GROUND WIRE WHEN IT IS NOT STRAP A C� �/ R�Ff IONMOUNTED TO A PROPERLY GROUNDED STEEL SUPPORT POST. B I B f0 I Bn RIB;.,,,/ WEST ORIENT POINT xj . E911 SCHEMATIC& 99 PINE STREET by SITE NO. LI-1017 n gu I a r JA18­05 o1-os IW FOR CONsmuc/commlMrt Mw DJw JJs KDANY NY 1220, 3G-CS RE-LssLm FOR IFAEW/CCIRIfNf MAJc cJw JJs BILL OF MATERIALS OMM (518)634-2288 9395 MAIN ROAD mLEU VER NevEv/cOu1wM HM2 CJw JJsFAX (518) 434-2059 EAST MARION,NY 11939 150-034 WIRELESS AIS REVISIONS BY CHK JOB SBE DRAWING NUMBER REV SCALL IDENOM. I DRAWN: 24897 INYCENY1014 E05 1 0 6 5 4 T 3 6 1 2 0 1 1 I(ell 11 g 0 0 0 WHT BLU e 1 e i) BLU WHT e 2 — J NA WHT ORD e 3 e ORD HT e 4 — J NA WHT GRN e 5 e CRN WHT e 6 — )NA WHIT BRN e 7 0 BRN WHT e 8 e ,NA WHT SLT 9 e SLT WHT 10 J NA RED BLU 11 e BLU RED 12 e )NA o RED ORG �� RED w ORG RED = 4 BLK )INTRUSION i,� RED GRN � ww/BLU � RED 1 BLU/WNT oU o GRN RED 1-6 GRN GRN )TEMP 20 WHT/ORT m RED BRN 7 BLU 2 m BRN RED �b WHT ,WES (BY GC) 21 ORT/WHT WHT/GRN m x RED SLT a 19 a 22 GRN/WHT QSLT RED o 20 a NA O WHi/BRN o / 4 TO RADIO CABINET m U BLK BLU 1 WHT 23 BRN/WHT a BLU BLK 22 ORG 1I COMM POWER FAIL (BY GC 5 WHT/SLT (2) T1-SURGE SUPPRESSOR o J ) SLT/wHT ATLANTIC SCIENTIFIC NO. BLK ORG �� ORD a - 24 RED/BLU 90700 C a o ORG BLK 4 YEL )RECT 24V (MAJOR) w B BLU/RED o PORT MARKED i BLK GRN BRN ao �5 RED/ORG RJ48T�TMP�" DIN RAIL GRN BLK ` � BLU ,RECT 24V (MINOR) w ORG/RED ATLANTIC BLN BRN X27 VIO w 26 RED/GRN w SCIENTIFIC 21607 SEE NOTE 1 BLK SLT e� 228 G )DIST BREAKER o o g RED/BRN '^ NOTCH C ( ) Ory SLT BLK 30 1 NA - 26 BRN/RED w f RING TONGUE J yy RED/SLT COMPRESSION YEL BLU a 31 3 10 0 TERMINAL l 29 SLT/RED 2 BLU YEL 32 — J NA o 11 BLK/BLU w o (SEE NOTE 2) YEL ORG = 33 — l n 0 30 SUU/BLK LABEL ORG EL 34 — INA 12 RLK/ORG VEL GRN a 35 a / z 31 ORG/BLK 0 GRN L e 36 e J NA 0 13 BLM/GRN 37 — 32 CRN/BLK l INTRUSION ALARMS 14 BLK/BRN 4 38 INA JUMPER'D TOGETHER 33 BRN/BLK 3 PORT MARKED e e 39 e / BY ARGUS AND ROUTED 15 BLK/SLT "UNPROTECTED" 40 NA TO PINS 13,14 O 34 5Li/BIJc RJ48 (TYP) 'I U e a 41 e l 16 YEL/BLU m o a o e 42 NA w 35 BLU/YEL 0 a w e NDED e 43 e e / m _ 17 ORG/YEL TO TELCO JCU,WTHHNRGREEN S D p RED 44 ODS DATACOM P/N }6 NIU U rc 1 POWER COMPARTMENT C036tOOJ5-00%% 18 YEL/GRN INSULATED GROUND WIRE B i m REQ 46 HIGH/LOW TEMP AND (SEE NOTES 1,2,3) 37 GRN/YEL BONDED TO MOB BATTERY COMPARTMENT YEL/BRN OR GROUNDED ENCLOSURE g¢ BLK 47 HIGH/LOW TEMP ALARMS 19 DRAIN 0 u i i e e 48 NOTES 49 REAR PANEL, BATT AND i. OBTAIN CABLE AND CONNECTOR ASSEMBLY FROM: CDS DATACOMM w o w == 50 POWER BAY SHAWN LONG INTRUSION ALARMS 972-424-7234 DIRECT \ 0 0 0 2. CABLE AND 37-PIN CONNECTOR COME PREWIRED FROM NOTES: AX NOTES: NOTE 3 WS DATACOM. t. MOUNT SON TEL 0 BLOCK W/B9B BRACKET I TELCO 3. 'OOxx' = CABLE LENGTH IN FEET. 1. MOUNT SURGE ARRESTOR ON EXISTING DIN RAIL IF AVAILABLE, BOX OR RE TELCO 84CKBOARD OR w rvEw 3R !1 OTHERWISE PROVIDE ATLANTIC SCIENTIFIC MODEL N0. TO TEL 5-INCH ENCLOSURE AT OUTDOOR SITES. 4-UNIT DIN RAIL, OR EQUAL, AND SECURELY MOUNT TO TELCO c BOARD. 2 WIRE TO PROVIDE CONTINUITY WHEN CIRCUIT IS NORMAL. ALARM CARL FOR NOKA OF N T C l 3. INSTALL BRIDGING CLIPS (SIEMON-SA-t-25 OR 2. ATTACH GROUND WIRE TO THE AIN RAIL, SEPARATELY FROM THE RAIL MOUNTING HARDWARE, USING STAINLESS STEEL BOLT, LOCKING WASHER EQUIVALENT) AS REQUIRED. SBSM1—SO C.X, �N S. Sr L'F O AND NUT OR SELF-TAPPING MACHINE SCREW THAT FIRMLY GRIPS THE 4. TURN BACK AND STORE UNUSED CONDUCTORS, 0 U _ DIN RAIL. ARGUS 24 VDC 66 BLOCK ALARM ASSIGNMENTS * • - * ''3. NSS MAY BE ORIENTED TO SUIT SITE REQUIREMENTS. ALARM CABLE �� - SCALE: NTS t s T1 SURGE SUPPRESSOR 66 BLOCK ALARM ASSIGNMENTS I �Fa A 10 c� SCALE: ITS 3 A �OFESSIONP� I n f I n I gG� WEST ORIENT POINT NE; MISCELLANEOUS e n g i n e e r i n g 0 -01-05 ISA1m FOR CDN5IRUCRON/PvaR MN( WW WS 99 PINE STREET SITE NO. LI-1017 B _30-05 RE-LSA[0 FOR REMEW/COIIMFNi MAK GJW wS DETAILS AI g5 8) 34-2 9395 MAIN ROAD c i n g u a r OfTICE: Si N 412207 8 A 15-05 6SlIE0 FOR PHEW/LOMMNT RIR CM JJS FAX: (�1B)434-zos9 EAST MARION,NY 11939 150-034 WIRELESS 0 mn REASONS B CHK P' OB B E DRAW NG NUMBER REV SOME: D NFD: DRAWN: 24897 NYCENY1017 E06 0 NEW ' . EE Dd NC APR 2 0 2007 jo cingular Southold Town Panni, Board LL' WIRELESS _.,. .. SITE NUMBER: LI-1017 CINGULAR ID: NYCENY1017 SITE NAME: EAST MARION DRAWING INDEX REV DIRECTIONS PROJECT INFORMATION FROM CINGULAR OFFICE TAKE 495 EAST TO OLD COUNTY ROAD (CR-58) To MAIN ROAD (SR-25). FROM 1-495 APPROXIMATELY 26 MILES. SITE WILL BE ON THE LEFT OF MAIN ROAD. T01 TITLE SHEET 6 SCOPE OF WORK: AN UNMANNED TELECOMMUNICATION FACILITY INCLUDING THE INSTALLATION OF OUTDOOR EQUIPMENT CABINETS AND (3) PANEL ANTENNAS MOUNTED C01 SITE PLAN 6 Wt THIN UNIPOLE. CO2 DETAILED SITE PLAN AND DETAILS 6 SITE ADDRESS: 9245 MAIN ROAD EAST MARION, NY 11939 CO2A GRADING, EROSION&SEDIMENT CONTROL NOTES 6 LAND OWNER: EAST MARION FIRE DISTRICT CO3 ELEVATION VIEWS 6 VICINITY MAP EASTBMARION. NY 11939 APPLICANT: NEW CINGULAR WIRELESS PCS. LLC C04 CONSTRUCTION DETAILS 6 15 EAST MIDLAND AVENUE 41.127.8-72.3414 PARAMUS. NEW JERSEY 07652 C05 CONSTRUCTION DETAILS 6 TAX ID NUMBER: 31-3-11.31 tvCy i '25 LATITUDE (NAD 83): 41' 07' 40.1" •tP S- Spp �'1 - C06 CONSTRUCTION DETAILS 6 Fill Y I- C07 CONSTRUCTION DETAILS 6 LONGITUDE (NAD 03): 2' 20' 29.2 ( v1(1`y • 48 ELEVATION (NAVD 88): 32' AlR C06 CONSTRUCTION DETAILS 6 JURISDICTION: TOWN OF SOUTHOLD 1P 8 �=r C09 LANDSCAPE PLAN 6 CURRENT USE: FIRE STATION E01 EXTERIOR GROUNDING PLAN 6 25 PROPOSED USE: TELECOMMUNICATIONS FAclury X Q} �1V': ;` CURRENT ZONING: SPLIT-ZONED HD AND R-40j:�n-. , L� E02 UTILITY ROUTING PLAN 6 Y, �;'- ELECTRIC COMPANY: LIPA fiD E03 ELEC/TELCO ONE-LINE AND PANEL SCHEDULE 6 TELEPHONE COMPANY: vERIzoN E04 ANTENNA SCHEMATIC AND RF SCHEDULE 6 79 SITE QUALIFICATION PARTICIPANTS E05 E911 SCHEDULE AND BILL OF MATERIALS 6 25 43 NAME COMPANY NUMBER E06 MISCELLANEOUS DETAILS 6 A E JOHN STEVENSG S NFINY ENGINEERING 25 69 - 3 (518) 434-2288 E06A ALARM DETAILS 6los - 2a ,*'?`_ -mg 3e� 27 SAC JOY MOONEY HIGHLANDER CONSULTANTS, INC. (631) 581-8105 24 3g 2T LANDLORD DANIEL WOOD EASMARION FIRE DISTRICT St T (631) 477-0539 27 60 CON GERRY BROCK BECHTEL (205) 335-5505 ..yam..,..•�....,— RF TARIK OUAZZANI J.BGEHTEL .. - (201) 755-2154 6 3-DO-07 11E-55ME0 i DONS,RUC1pN/PERNR MM( I A 5 -20-OB RE-ham fm Cp!$ IIKN/PiTt1AT MAK JJS E t -,3-z2-O6RE-bumf FDR CONSIRMD1gN/l PWI 3 ,O-IS-OS KSIlO FOR COx5iR11DIpr1/PER,RT PER AIS Li•. 1i • 2 10-04-05 KSUED FOR FANSIRUCMIN/PBb,IT PER DJW I"1 a Cl g y EAST MARION • NEW 'o-26-05 Saco FOR Ca TRDcmN/xmm PHR ww ,n TITLE SHEET engin I e r i n g Cp/ ■ o _01-05 sam roR caNsmucRDN/xlwlT wu( DJx, ,us 99 (IEE 934- SITE NO. LOAD c i n g u I a r Aii-i EY 12X7 B -30-05 RE-m11m FOR RIVIEW/DO,RflR MNc cAw JJS DmcE: (stfi) u4-zz6e 9245 MAIN ROAD • -ta-o5 IsacO FOR R cawENT PIM DJw JJ5 rAX: (va) a.-zosa EAST MARION,NV 11939 / 150-034 WIRELESS 40 DATE REVISIONS 6Y CMN W SITE i DRAWING NUMBER REV SCALE: DESIGNED: DRAWN: 24897 NVCENV1017 Toi 6 7- 1n.n . GENERAL NOTES: N/F 1. SITE PLAN INFORMATION WAS WAS BASED ON VARIOUS SOURCES ANTHONY LEKAKIS �� OF INFORMATION INCLUDING FIELD NOTES & MEASUREMENTS D USE: RESIDENTIAL VACNAT LAND PERFORMED BY INFINIGY ENGINEERING, PLLC OF NY. 1 ZONED: R-40SITE PIAN IS NOT TO SCALE. ACTUAL FIELD CONDITION OF 2. THIS PROPOSAL IS FOR AN UNMANNED TELECOMMUNICATIONS FACILITY EXISTING BUILDING STRUCTURE IS CONSISTING OF PANEL ANTENNAS MOUNTED TO A UNIPOLE, N/F 1' ./� wm �\ NOT WHAT IS DEPICTED ON THIS PLACEMENT OF SMALL, WEATHERTIGHT RADIO EQUIPMENT CABINETS CHERYL L. BONDARCHUK �Nq Cb3 ��� TOWER CINCULAR COMPOUND AND ARE WITHIN THE SUBJECT LEASEHOLD, AND ASSOCIATED APPURTENANCES. USE: RESIDENTIAL - 1 FAMILY RESIDENCE ZONED: R-40 1 TRUE FROM PROPERTY LINES. ` � ' EXISTING `Pr. 7- 3. THE PROPOSED CINGULAR WIRELESS SERVICES FACILITY WILL BE UNMANNED AND 60 i CONC. SLAB `�. S �\ DOES NOT REQUIRE WATER OR SEWER SERVICE. 1T o N 5 �� 4. THE PROPOSED CINGULAR WIRELESS SERVICE FACILITY IS UNMANNED, AND IS NOT f LOT 1 INTENDED FOR HUMAN HABITATION AND THUS DOES NOT REQUIRE HANDICAP w N/F ACCESS. 65% / PROPOSED 16x22' s,� \� WHITE SWAN EMLL �� FENCED LEASE AREA -5 . USE: 1 FAMILY 5. OCCUPANCY IS UNITED TO PERIODIC MAINTENANCE AND INSPECTION C\ �Z WITH 110' UNIPOLE \ RESIDENCE BY CINGULARWIRELESS TECHNICIANS APPROXIMATELY (2) TIMES PER IN NEUTRAL BLUE/ . ZONED: R-40 �� MONTH. y GRAY COLOR t41' N/F 1�C' EASTERN BREEZES \ 1 6. NO STROBIC UGHTING IS INCLUDED IN THIS PROPOSAL. v's 196 4 R.E. moi . t . +% T36' USE. 1 FAMILY DUST OR ODOR WILL RESULT FROM EXISTING ✓'. 1 7. NO NOISE. SMOKE, BUILDING 5 e� RESIDENCE \�. THIS PROPOSAL. §.4 +�, ZONED: R-40 8. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. �..� �.`` 9. EXTERIOR SIGNS ME NOT PROPOSED. N/F �'!.� PROPOSED ACCESS THROUGFi1` xi^ i� 1 10. NO NEW ACCESS ROAD WILL BE REQUIRED UNDER THIS APPLICATION. C GEATRAKIS & GEORGE %EXISNNG ENTRANCE AND KORTSOLAKIS MKING AREA �� 11. TOTAL AREA OF DISTURBANCE UNDER THIS PROPOSAL: 370 SF3 USE: RURAL RESIDENTIAL ZONED: R-40 12. THE INCREASE IN STORM WATER RUNOFF DUE TO THE INCREASE IN IMPERVIOUS AREA IS INSIGNIFICANT. EXISTING DRAINAGE PATTERNS WILL NOT BE ALTERED. THEREFORE, DRAINAGE STRUCTURES ARE NOT PROPOSED. g% 13. ALL CONSTRUCTION FOR SITE IMPROVEMENTS SHALL CONFORM TO APPLICABLE SPECIFICATIONS, STANDARDS, AND REQUIREMENTS OF THE GOVERNMENTAL r •R` 9 ry°j i OR UTILITY AUTHORITIES HAVING JURISDICTION. .B 103 14. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED •'' w� AL1 i� AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF N/F �' EXISTING THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. SYLVIA M. DALEY 65 FIREHOUSE �,� / NOTE: METES AND BOUNDS ARE TAKEN USE: 1 FAMILY RESIDENCE k2 a, 9 +? i EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN ZONED: R-40 `, e, �� QO FROM A SURVEY PERFORMED BY EXCAVATING OR PIER DRILLING MOUND OR NEAR UTILITIES. d �ry PECONIC SURVEYORS PC, LICENSED CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING „�A i LAND SURVEYOR. CREW. THIS WILL INCLUDE BUT NOT LIMITED TO A) FALL PROTECTION 0 B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION S 65'40'00' 19,38' rJ, i� 15. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWING AND STIPULATED IN THE PROJECT SPECIFICATIONS. ry� N/F Yi �� EXISTING 16. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER E.M. WAR MEMORIAL ASSOC. UTILITY POLE REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. B USE: RESIDENCE 17. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW ZONED: HB �L AWAY FROM THE RADIO EQUIPMENT AND TOWER AREAS. SITE PLAN 18. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH { c UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. Sru F. 19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER w ° W. 100 UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING. SYMBOLS AND MATERIALS SITE LEGEND 0 20. THE AREAS OF THE OWNERS PROPERTY DISTURBED 8Y THE WORK AND ------ CALLED NORTH NOT COVERED BY THE PROPOSED IMPROVEMENTS SHALL BE RESTORED DETAIL REFERENCE PROPERTY LINE AS REQUIRED. 0 21. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, ��^ ♦ -N- K K--,F FENCE LINE SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR SECTIONS AND DETAILS EROSION AND SEDIMENT CONTROL. E ELECTRIC SERVICE 22. ALL SITE WORK SHALL 8E COORDINATED WITH THE PROPERTY OWNER AS REQUIRED. 0 CONCRETE T TELEPHONE SERVICE 23. CONTRACTOR TACT DIG ALERT: 800-962-7962 TO LO ATE ITIES PRIOR TO CON Sy;${J,('.7,]ON. EARTH —Z PROPOSED CONTOUR 6 Oo-07 RE-Rglm iae ma;rffiCnoH/Pfmllf MAK CJ'M 'us A s -2o-oa Re-Lsam rae mNmm 0TMKA rmKr Lw r j} GRAVEL/STONE so EXISTING CONTOUR 4 22-09 RE-999E0 r C01BmNOmx/PFMYr PHR CJW O`2` (.a �.f� 3 0-15-06 651RD M Cg6IIIlX=NA-EIW PHR 2 0-04-05 65NFD M 0mamuL'mN/Pmu PHR GIN 11 `1 .✓ i n f i n i g y EAST MARION NE: + _ SMXD FM� ,U PHR �" I e n g i n e e r i n g c� 0 —0t—os LS9RD TUR cawmecmx/PuaKr MAX cJw ' , SITE PLAN 99 PINE s EET SITE NO. LI-1017 9 50..08 RE_9MM FOR Re"�c My( 'tea' NY 12107 9245 MAIN ROAD s i n g u l a r aTKE: (518) 4x-1188 A +9-06 b519D rDN RtVEI�I/CUIRRIr PHR CJW 1 FM:(5+e) 4x-2059 EAST MARION,NY 11939 150-034 WIRELESS O °ATE REVISIONS BV CHK P' OB snE ORAWNG NUMBER REv SGALE: DESIGNED: DRAWN: - 24697 YCENV7017 C01 6 AUX CABINET SUPPORT POST + BRACKET FOR EXTENDED T HANGER BRACKEr CHANNEL (PIROD INC OR EQUAL) (PIROD INC OR EQUAL) MAXIMUM CUT POST ALPHA 850/1900 BIS REMOVING UNNCAPPED E14DIT(PIROD CABLE SPAN = . 80' (TY62) D Q 24 VDC PART NO. 852168 OR 852163) (PIROD PART CE RIDGE ) BETA 850/1900 BIS II 9" WIDE ICE BRIDGE � CHANNEL (PIROD INC. OR GAMMA 850/1900 BIS EQUAL) CUT ICE BRIDGE BATTERY CABINET CHANNEL LENGTH TO SUR INSTALL DRIP LOOP ON ANTENNA (SEE NOTE) (PIROD PART CABLES AT BOTTOM OF NO. 852168 OR 852163) TOWER/MONOPOLE. BENDING 1 PROPOSEDe RADIUS PER MANUFACTURER'S GATE (TYP) j ANTENNA CABLES STANDARDS 4 2 ARRANGEMENT BY CONTRACTOR. NOMINAL CABLE CABLE HANGER MANUF. MIN. CABLE SIZE PST PART NUMBER BEND RADIUS lz z FOR CABLE HANGER NUMBER SM1.N o SEE TABLE BELOW 7/8" FXL1070PE 1070EZS 10" MCPA CABINET ��•1_�,�) N 1 1/4" FXL1480PE 1480EZS 15" LOCATION OF LINGULAR EQUIPMENT ON 1 5/8- CR1973PE 1873EZS 20" „Y APPROXIMATE 10'-0"x22'x8' DEEP PROPOSED / " CONCRETE P AD 2" ABODE IX511NG GRAPE / d UMTS BIS o z B +% PROPOSED CINGULAR o ;;1 I CONCRETE PIER 11 D' U NEUTRAL a u IN NEUTRAL BLUE/ C e PROPOSED LANDSCAPE GRAY COLOR -FRp BUFFER COB PROPOSED 290 SQ. FT. CINGULAR FENCED AREA (6' BLACK VINYL COATED CHAIN LINK FENCE) C06 12 LOCATION OF CI UTAR PROPOSED GPS ANTENNA MOUNTEDe j LINGULAR LEASEEASE A AREA TO PIPE MOUNT � CABLE ICE BRIDGE DETAIL 2 PROPOSED POWER/ 3 scALE: Nrs TELCO FRAME CO2 UNISTRUT PIPE/CONDUIT CLAMP P1119 OR P2558-35 (GALV.) (TYPICAL) FOLLOW MANUF. RECOMMENDATIONS FOR DUAL 150 WATT 120 VOLT BOLT TORQUE INCADESCENT FLOOD UGHTS DETAILED SITE PLAN 3 1/2" O.D. 4'-0" POST sGLE: 1 CN1ID NORTH CONTRACTOR TO 4' 0 r R' �UNISTRUT P1001 (GALV) MOUNTING r �w HARDWARE c� 0 3"0 SCH.40 B GENERAL SITE NOTES: wo PIPE (GALV) w J je0 O iB15 AMP, 120V, 3 HOLE 1. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH o UNISTRUT P1001 (GALV) BOX, THROUGH FEED, UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. w SINGLE POLE TOGGLE UNISTRUI 1001 GAL SWITCH AND NEMA 3R 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES H J-BOX AND PLATE WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, FINISHED GRADE AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE etti e RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE H USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR — NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE n II I WORKING ENGINEER. u Mll OF N�S (•��'" r. 3. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, 70'0 PLAIN N L WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT l CONCRETE ORE PIER INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL . OF AN ENGINEER. 4. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW ELEC/TELCO SUPPORT RACK �o�, ' . J AWAY FROM ALL EQUIPMENT AND TOWER AREAS. 5. GARBAGE, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL Oft oQU BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER.. B -�� IaRF r-•-� Osla�P`'r, WISIRIICIpN/PERIIr IWC CJW ,L6 I A 6. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT 5 20-06 Re-m m rnwmuoTlpyP[Te�r MW GM .MB ' COVERED BY THE BUILDING OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM 4 Rg_ggB FOR C ppl OIW SLOPE, FERTILIZED, AND SEEDED. _ 3 0-25-05 B:91FD Fpi COTSIRTICRpTI/pp1YT PHR I JJS � +:1✓•: NEW , 20-05 IMM Fort OMMM)MON/PnBRr PHR CJW JJs m DETAILED SITE PLAN WNBIRDCIpN/PFAIRr PHR Cal JJs i n f i Cr g �I EAST MARION • - e n g i n e e r i n g �/ D -01-05 E- FOR C ReVICIXI r Mk SITE NO. LI-1017 AND DETAILS 99 PxeE smTn B AE-m11ED TBR RDAF]T g err tz 414-2-2 9245 MAIN ROAD aiMNc:E' 518) 280 ' u mm A 18-05 FOR REVEW' T (�Ie)414-toss EAST MARION,NY 11939 /�LRE71T PHR CM 150-034 WIRELESS No MTE RLY1510NS BY I SITE If I DMWING NUMBER REV SCALE: DE NEO: 1 DMWN: 24897 NYCENY1017 CO2 6 o . _ Q,TR. E D GRADING & EXCAVATING NOTES: GENERAL EROSION & SEDIMENT CONTROL NOTES: VEGETATIVE SCHEDULE 1. ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY 1. THE SOIL EROSION AND SEDIMENT CONTROL MEASURES AND DETAILS AS SHOWN SPECIES RATE/1000 S.F. DATE HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREE FROM LOOSE HERIN AND STIPULATED WITHIN STATE STANDARDS MATERIAL AND EXCESS GROUNDWATER. DEWATERING FOR EXCESS GROUNDWATER SHALL BE FOLLOWED AND INSTALLED IN A MANNER SO AS TO SHALL BE PROVIDED IF REQUIRED. MINIMIZE SEDIMENT LEAVING THE SITE. 2. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE 2. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL. IF SOUND LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY AND SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH, THE ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR TALL FESCUE GRASS 1.0/ APRIL 1 - OCTOBER 15 UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE OTHER APPROPRIATE MEANS. REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE 3. EROSION CONTROL DEVICES SHALL BE INSTALLED BEFORE GROUND SERICEA LESPEDEZA SEED BEARING HAY. OCTOBER 1 - MARCH 15 EXCAVATION BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION WITH OVERSEEDING WEEPING LOVEGRASS I MARCH 15 - MAY 1 FOUNDATION. CONTROL DEVICES MAY HAVE TO BE ALTERED FROM SHOWN ON THE 3. ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER APPROVED PUNS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE FERTILIZER MIX MECHANICALLY COMPACTED GRANULAR MATERIAL OR CONCRETE OF THE SAME DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. R IS THE QUALITY SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR APPLICATION N, #/ACRE P,05, #/ACRE I K,O, #/ACRE I N, TOP DRESSING STABILIZE THE BOTTOM OF THE EXCAVATION. STONE, IF USED, SHALL NOT BE USED ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. AS COMPILING CONCRETE THICKNESS. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF 1st 60 - 90 120 - 180 120 - 180 50 CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 4. AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW 4. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES 2nd 60 120 GRADE, AND BEFORE BACKFILLING, ALL EXCAVATIONS SHALL BE CLEAN OF MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH. PUNS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE NO-TE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. - GRASS AND MULCH ALL DISTURBED AREAS 5. -USE APPROVED MATERIALS CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE C -BE FREE FROM CLODS OR STONES OVER 2-1/2- MAXIMUM DIMENSIONS OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER HYDRAULIC SEEDING EQUIPMENT -BE PLACED IN 6- LAYERS AND COMPACTED TO 95X STANDARD PROCTOR IMMEDIATELY. EXCEPT IN GRASSED/LANDSCAPED AREAS, WHERE 90% STANDARD PROCTOR 5. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL WHEN HYDRAULIC SEEDING AND FERTILIZING EQUIPMENT IS USED, NO GRADING AND SHAPING OR PERMANENT VEGETATION HAS BEEN ESTABLISHED. CONTRACTOR SHALL SEEDBED PREPARATION WILL BE REQUIRED. THE FERTILIZER, SEED AND WOOD CELLULOSE FIBER 6. REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL CLEAN OUT ALL SEDIMENT PONDS WHEN REQUIRED BY THE ENGINEER OR MULCH WILL BE MIXED WITH WATER AND APPLIED IN A SLURRY. ALL SLURRY INGREDIENTS MUST MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE THE LOCAL JURISDICTION INSPECTOR. CONTRACTOR SHALL INSPECT EROSION BE COMBINED TO FORM A HOMOGENEOUS MIXTURE, AND SPREAD UNIFORMLY OVER THE AREA FI CONTROL MEASURES AT THE END OF EACH WORKING DAY TO ENSURE WITHIN ONE HOUR AFTER MIXTURE IS MADE. STRAW OR HAY MULCH AND ASPHALT EMULSION PRIOR TO PLACING FILLS. PLOW, STRIP, BREAK UP SLOPED SURFACES STEEPER THAN MEASURES ARE FUNCTIONING PROPERLY. WILL BE APPLIED WITH BLOWER-TYPE MULCH SPREADING EQUIPMENT WITHIN 24 HOURS AFTER THAN 1 VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL BOND WITH EXISTING SURFACE. SEEDING, THE MULCH WILL BE SPREAD UNIFORMLY OVER THE AREA, LEAVING ABOUT 25 WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL HAS A DENSITY LESS 6. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN PERCENT OF THE GROUND SURFACE EXPOSED. THAN THAT REQUIRED FOR FILL, BREAK UP GROUND SURFACE TO DEPTH REQUIRED, THE SILT IS WITHIN 12. OF THE TOP OF THE SILT FENCE. PULVERIZE, MOISTURE-CONDITION OR AERATE SOIL AND RECOMPACT TO REQUIRED 7. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONVENTIONAL SEEDING EQUIPMENT DENSITY. CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE GRADE, SHAPE AND SMOOTH WHERE NEEDED TO PROVIDE FOR SAFE EQUIPMENT OPERATION AT W 7. PROTECT EXISTING GRAVEL SURFACING AND SUBGRADE IN AREAS WHERE EQUIPMENT LOADS CORRECTED. SEEDING TIME AND FOR MAINTENANCE PURPOSES. THE LIME AND FERTILIZER DRY FORM WLL WILL OPERATE. USE PLANKING OR OTHER SUITABLE MATERIALS DESIGNED TO SPREAD EQUIPMENT BE SPREAD UNIFORMLY OVER THE AREA IMMEDIATELY BEFORE SEEDBED PREPARATION. IATION. A B. SILT BARRIERS TO BE PLACED AT DOWNSTREAM TOE OF ALL SEEDBED WILL BE PREPARED BY SCARIFYING TOA DEPTH OF 1 TO 4 INCHES AS DETERMINED LOADS. REPAIR DAMAGE TO EXISTING GRAVEL SURFACING OR SUBGRADE WHERE SUCH DAMAGE IS DUE TO THE CONTRACTOR'S OPERATIONS. DAMAGED GRAVEL SURFACING CUT AND FILL SLOPES. ON SITE. THE SEEDBED MUST BE WELL PULVERIZED, SMOOTHED AND FIRMED. SEEDING WILL SHALL BE RESTORED TO MATCH THE ADJACENT UNDAMAGED GRAVEL SURFACING AND 9. ALL CUT AND FILL SLOPES MUST BE SURFACED ROUGHENED AND BE DONE WITH CULTIPACKER-SEEDER, DRILL, ROTARY SEEDER OR OTHER MECHANICAL OR HAND SHALL BE OF THE SAME THICKNESS. VEGETATED WITHIN SEVEN (7) DAYS OF THEIR CONSTRUCTION. SEEDER. SEED WILL BE DISTRIBUTED UNIFORMLY OVER A FRESHLY PREPARED SEEDBED AND 10. CONTRACTOR SHALL REMOVE ALL EROSION & SEDIMENT CONTROL COVERED LIGHTLY. WITHIN 24 HOURS AFTER SEEDING, STRAW OR HAY MULCH WILL BE SPREAD 8. REPLACE EXISTING GRAVEL SURFACING ON AREAS FROM WHICH GRAVEL SURFACING IS MEASURES AFTER COMPLETION OF CONSTRUCTION AND UNIFORMLY OVER THE AREA, LEADING ABOUT 25 PERCENT OF THE GROUND SURFACE EXPOSED. REMOVED DURING CONSTRUCTION OPERATIONS. GRAVEL SURFACING SHALL BE REPLACED ESTABLISHMENT OF PERMANENT GROUND COVER. MULCH WILL BE SPREAD WITH BLOWER-TYPE MULCH EQUIPMENT OR BY HAND AND ANCHORED IMMEDIATELY AFTER IT IS SPREAD. A DISK HARROW WITH THE DISK SET STRAIGHT OR A SPECIAL TO MATCH EXISTING ADJACENT GRAVEL SURFACING AND SHALL BE OF THE SAME 11. THE ESCAPE OF SEDIMENT FROM THE SITE PACKER DISK MAY BE USED TO PRESS THE MULCH INTO THE SOIL THICKNESS. SURFACES OF GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED IF INJURIOUS MEASURES AND PRACTICES PRIOR T0, OR CONCURRENT WITH, B AMOUNTS OF EARTH, ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED LAND-DISTURBING ACTIVITIES. PRIOR TO REUSE. FURNISH ALL ADDITIONAL GRAVEL RESURFACING MATERIAL AS REQUIRED. BEFORE GRAVEL SURFACING IS REPLACED, SUBGRADE SHALL BE GRADED TO CONFORM TO REQUIRED SUBGRADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED. DEPRESSIONS IN THE SUBGRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL GRAVEL SURFACING MATERIAL MAY BE USED FOR FLUNG DEPRESSIONS IN THE SUBGRADE, SUBJECT TO ENGINEER'S APPROVAL 9. DAMAGE TO EXISTING STRUCTURES AND UTILITIES RESULTING FROM CONTRACTOR'S NEGLIGENCE SHALL BE REPAIRED/REPLACED TO OWNER'S SATISFACTION AT CONTRACTOR'S EXPENSE. 10. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERTY OWNER SO AS TO AVOID INTERRUPTIONS TO PROPERTY OWNER'S OPERATIONS. 11. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION. OF NS 12. T,- 12. ALL CUT AND FILL SLOPES SHALL BE MAXIMUM 2 HORIZONTAL TO 1 VERTICAL. (/" •-••--•� �P,�g 13. CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING SITE VEHICLE TRAFFIC AS TO NOT ALLOW VEHICLES LEAVING THE SITE TO TRACK 7 MUD ONTO PUBLIC STREETS. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING PUBLIC STREETS DUE TO MUDDY VEHICLES LEAVING THE SITE. e 5o w RE-59Rn EOR c mrmCTmwPemrr MAX mw JJs A�_109 v? 5 2o—a RE-�1Lw POR cmvnRrraVpEswr MAX CJW JJs FSSION��' A 4 22-08 RE-65UE0 POR cmm m)CIpN/PERMr PHR CJw ,LLA s 0-26-05 ssOm TOR cmffmwoDN/PERMT PHR CJW m 2 0-04-08 swm TOR CM&7dXl0NAPERMr PHR CJW M '.. i n fin I g �I EAST MARION • NES —2&-m �I�'la'vPERMT P"R G" J'S GRADING, EROSION & e n g i n e e r i n g �/ o -01-05 6UED m om&m Im"/PEi;w MAX CJw 118 99 PINE STREET SITE NO. LI-1017 a RE-m11m FOR)�vtn/caLuoiT MAX GJw J, SEDIMENT CONTROL NOTES mw 5 ) 12201 920.5 MAIN ROAD c 1 n g u a r anCE: (Ste) 122073a9 A 18-o5 LS811FD EOR RE1'EM/CONTENT PHR CJYI 1B FM: (518) 4.14-2059 EAST MARION,NY 11939 DATE REVISIONS W CHK P' JOB SRE DRAWING NUMBER REV 150-034 WIRELESS SCAIE: DESIGNED: DRAWN: 24897 NYCENY1017 CO2A 6 < .. 1 4 QLD.v H INFINIGY ENGINEERING HAS NOT EVALUATED THE EXISTING TOWER FOR THIS SITE. R IS THE CARRIER'S RESPONSIBILITY TO INVESTIGATE ANY LOADING CONCERNS WHEN ADDING ADDITIONAL EQUIPMENT TO THE TOWER. D SECTOR 1 - 30' PROPOSED FRE DEPARTMENT ANTENNA UNIPOLE SECTOR 3 - 250' FIRE DEPARTMENT ANTENNA SECTOR 2 - PROPOSED L7NGUTAR EQUIPMENT 150' AREA (1) ANTENNA PER SECTOR SEE SHEET E04 FOR ADDITIONAL PROPOSED CINGMAR EQIRPMENT INFORMATION (1) ANTENNA PER SECTOR PROPOSED CBAGUEAR AN/EMW SEE SHEET E04 FOR ADDITIONAL (1 ARTEAAI PER SECRJR) INFORMATION MOOfL t KAATEMIOA 800 10121 TUNED NORTH ANTENNA LAYOUT c WW z z � � J H C 11 I z z ` W Z F W z Z z () W W W � J Z FIRE DEPARTMENT ANTENNAS v O 30' AGL a _ FRE DEPARTMENT ANTENNASo N i O 30' AGL oz U l a 10.3' � p J � a a o o - o ~ H j "rte ± * B AiIENNA MODEL - 800 10121 H -ANTENNA WEIGHT 46.3bs LOCATION OF GPS ANTENNA MOUNTED TO PROPOSED 6' BLACK ANTENNA DETAIL MODEL #: H-FRAME VINYL CHAN LINK FENCE KATHREIN 800 10121 �,� Ea °`' "� PROPOSED ONG" SCALE. NTS j PROPOSED 6' BLACK E VINYL CHAIN LINK FENCE pw GRADE LEVEL = 32 (AMSC) TOWER FOUNDATION DESIGN A1YA5 PROHOED IOIY£R OR1WiNGSY fA41C ANJErq(.1 GRADE LEVEL - (AAMSL) GRADE LEVEL = 0' (AGC) (B{ OTHERS) RAD CEMER AEID CQAX SIZE ANY AIfID TO BE RENSED TOWER FOUNDATION DESIGN (BY OTHERS) SOUTH ELEVATION--_o EA ON N < Z NOT TO SCAE POW-405 AE-mum FEW mrmWucrlaN/Prwbr MAK CJW JJs A\t�'` $ ST WE-BRDm FOR Cmana1C�ouv�NeeRsM�r MAX onv rs �� F�Fy'P r 1 --� ! A WE-m1W0 m C0r81RUG110N/ppyr PHR CA AO _ /n ssum Emr mox/�+u.r nlW rrw ms L J m11FD E11R 00MBTPolCION/PpOWr PNR DJW JJWi n f ing yEAST MARION mum"mNsnacnaN/PFmrr %Re n g I n e B r i n g coy mum FM oommm1CIpN/AWMT MAK CJI' JJs Q i 09 �Q� ELEVATION VIEWS e4 . NY GIWEET SITE NO. LI-1017 W RE-Issum EOR RE/ooNoe MAX cm � � 6 ti 'fitt. Ia-2 9245 MAIN ROAD c i n g u I a r A 18-05 EDM PAW „�,�, P �N FcL:1`+ie))*x � EAST MARION,NY 11939 E$$�ON DATE RLV51 WY CHK JOB SITE DRAWING NUMBER REV 150-034 WIRELESS DESIGNED: DRAWN: 24897 NYCENY1017 CO3 6 4 gina NOTE: CONCRETE AND REINFORCING STEEL NOTES: COMPACT SOIL TO MIN 95% MODIFIED MAX DENSITY PER 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ASTM D1557 METHOD D ACI 318 AND THE SPECIFICATION CAST-IN-PUCE CONCRETE. D BATTER'' a 24 VDC ALPHA BETA GAMMA 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF CABINET 850/190 850/190 850/190CMCPA BTS BTS B75 4000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE.* ALL CONCRETE EXPOSED TO FREEZING WEATHER SHALL CONTAIN ENTRAINED p AIR PER ACI 211 AND TABLE 4.2.1 OF ACI 318-95. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED 8• THICK CONCRETE UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM EQUIPMENT PAD—\ e o A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS -B• AND ALL HOOKS SHALL BE ACI STANDARD, UNO. SLOPE FINAL GRADE ® 4#4012' T• CHAMFER 4. THE FOLLOWING EL UNL CONCRETE COVER SHALL BE PROVIDED FOR AWAY FROM PAD REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH........3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: v. vv. /6 AND LARGER ..........................2 IN. 15 AND SMALLER & WWF•.--1 1/2 IN. O.C. EA WAY EXCAVATE AS REQUIRED TO REMOVE CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST CENTER OF SLAB VEGETATION AND TOPSOIL, AND PLACE AGAINST THE GROUND: MIN 4• CRUSHED STONE SLAB AND WALL...1....................3/4 IN. BEAMS AND COLUMNS-...........1 1/2 IN. 5. A 3/4- CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, ELEVATION VIEW UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. C 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL NOKIA BTS CABINETS SET BY OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT NOKIA PER MANUFACTURER'S DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR RECOMMENDATIONS COAX SUPPORT ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. RACK SITE WORK GENERAL NOTES: 4• p I 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO c+ THE START OF CONSTRUCTION. 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. BATTERY ALPHA BETA GAMMA 3. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER CABINET 24 VDC 850/1900 850/1900 850/1900 MCPA REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. BTS BTS BTS CABINET 4. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. 5. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY o FILL OR EMBANKMENT. B 6. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 7. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. ARGUS CABINET SET BY GENERAL CONTRACTORPER B. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING MANUFACTURER'S RECOMMENDATIONS CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL 9. SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND THOSE LOCAL AUTHORITIES HAVING JURISDICTION. OF Nz PLAN VIEW EQUIPMENT PAD DETAIL - SGLLE: NIS vo— RE—�IIFD RIR cmwmX:IMIN/PFRIIR MN( m JJs ... __. :.vaw RE— RIR cmvff 1cnm/PEMRr MNL aw A, 0RE—�11E0 FOR GOIMIM mm/mm" PHR Cm 6;Iim FOR CON6IRUCKON/PFAIR PHIR cm J6 ��P 2 0-04-06 159wD M Op61MlCIKIN/PEWR PHR CJw A6 i n I i n i gcd EAST MARION • NEW 1 '° 66�FOR C016T"�"0N/P°"wF "M �" CONSTRUCTION engineering o /-0s Issun FOR c i n g u I a r vm vm � J6 DETAILS " PINE sMEEr SITE NO. LI-1017 6 m-mm /G , N841T. Nr tzao� A 16-06 651wD FOR ILLyE'1I/C016wIR plyl C,M y6 oFm:: (18) I 2056a 9246 MAIN ROAD EAtc:(5te) ala-2o5e EAST MARION,NV 11939 pylE REVISION6 RT CNK ,KIB SITE DRAWING NUMBER REV 150-034 WIRELESS 41) SCALE DESIGNED: DRAWN: 24897 NYGENY1017 C04 6 o — vill IE GPS/BCCH D ANTENNA 2 COAX CABLES GROUND CLAMP (GPS & BCCH) (SEE NOTE 4) USE: 1. COMMSCOPE CONNECTOR (PART NO. SFXANMR) VALMONT MICROFLECT ADAP 2. ANCHOR MARINE HEATSHRINK UNIVERSAL PIPE ADAPTER KIT PART NO. 81534 I (PART NO. 327106) EXISTING ICE BRIDGE POST 2" NOMINAL DIAMETER (2.375" OR SIMILAR POST. IF NEW POST ACT. O.D.) X 2'-0" MAX. IS REQUIRED, SEE DETAIL 2/CO2 SCHEDULE 40 RIGID GALVANIZED FOR POST AND FOUNDATION STEEL PIPE NOTES 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE CABLE DIAMETER VS. LENGTH SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. FXL107PE (1/2-INCH) UP TO 70' 2. ALL GPS ANTENNA LOCATIONS MUST RE ABLE TO RECEIVE CLEAR FXL1080PE (7/8-INCH) ) TO 120' SIGNALS FROM A MINIMUM OF FOUR 4 SATELLITES. VERIFY WITH CRIB?0E (1 1/4-INCH) UP O 00' HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA C CR1873PE (1 5/8-INCH) UP TO 200' NOTE: FOR LARGER DIA CABLE, USE 6' 3. THE WEIGHT OF THE ANTENNA MOUNT IS 6.5 LBS. JUMPERS AT 1/2" DIA. 4. IF ICE BRIDGE OR SIMILAR POST IS NOT GROUNDED, GROUND WITH 12 AWG TINNED BARE COPPER WIRE EXOTHERMICALLY BONDED TO POST AND CONNECTED TO GROUND RING. SUPPORT FOR LMU/GPS SENSORS SCALE: NTS 30-5/16' 30-5/16" 24-13/32" 24-13/32" 24-13/32" (TYP) 35.40" 2-19/32" 5-29/32" 5-29/32" (TYP) a 22.5" 4 4.33" 26.77" 0.65" MCPA CABINET B LDC��IN ALPHA NOKIA BTS BETA NOKIA BTS �O UMTS CABINET (PUNrH) (PLINTH) NES n a FRONT FRONT a 29-5/8" 11/16" o v 'eo NFyy BOT HOLE MEASUREMENTS FORA 24VDC OUTDOOR SI BOLT HOLE MEASUREMENTS FOR A MCPA OUTDOOR SITE BOLT HOLE MEASUREMENTS FORA UWTS OUTDOOR S F CABINET ANCHOR LOCATION DIAGRAM �•- : — s SCALE: NTS r • SUBCONTRACTOR TO INSTALL ISOLATION PADS UNDERNEATH THE 3D-D7 -�� M�r M11C JIM '� f 1 '� ���8 3 CABINETS WHEN MOUNTING TE21 AND OR TE20 TO CONCRETE 5 R0'-0° ^� fart e1VPEm6r WIL 16 A PADS OR STEEL FRAMES 4 22-06 RE-61RD F011 cmamtx="/rvdlr Pl6t 3 0-25-06 e MCtl6m11CIKITI/pp66r Plm --- 2 0-01-05 END FOR CM6061CnM/g166r Pw G' JJS i n I i n i gcd EAST MARION • NEW 1 �,�1nnRVDIb1VPE166r nn GJW „6 engineering ■ 0 -01-05 NORM FOR oMsntLcnOxVK r wx G1, „6 CONSTRUCTION :PINE STREET SITE NO. LI-1017 c i n g u I a r 6 3G -� MAK ''6 DETAILS A:1 1. m' I zza> A 16-05 NOSHED FOR RLVEW/CO MOLT PHR cm ,IJfi ovncE:f. wu-zzee 9245 MAIN ROAD EAx:(11e)wx-zosa EAST MARION,NY 11939 150-034 WIRELESS DAIS RENSIONS 9. CHK PT 1 SRE i I DRAWING NUMBER IREV SGLE: OESMNED: DMWN: 24897 NYCENY1017 COS 1 6 WD v a BCCH/GPS ANTENNA TRANSITION ALL CONDUITS TO MOUNTED TO COAX 3/4" LMFC AT NOKIA BTS UNITS (2)-1/2" DIA E911 SUPPORT POST D COAX JUMPERS ---24VDC ------- 3-Fi MAX FROM JUMPER TERMINATION F---- LAST SUPPORT AT NOKIA BTS ----- ------------- -- GAMMA BTS BETA BTS ALPHA BTS o -----o----o- I MCPA 1 i- ---- 4'-0' GATE OPENING D END OR CORNER POST (TYP.) 10'-0' MAX. 2" MESH, 9 GAUGE SPACING GALV. BLACK VINYL MALLEABLE IRON FORK COATED CHAIN LINK UNE POST (TYP.) 1-1/2 PAIR INDUSTRIAL TYPE LATCH WITH PROVISION FOR 1 1/4'0 BRACE RAIL MALLEABLE IRON OFFSET PADLOCK (PAGE-WILSON TYPE 75 0 PIN HINGE (PAGE-WILSON GATE LATCH ASSEMBLY OR EQUAL) :u TOP RAIL (TYP) M-6 OR EQUAL) BLACK VINYL COATED CHAIN UNK N TURN BUCKLE. 8"0 TRUSS ROD WITH w� 2 1/2' O.D. POST ie �b 2" CROWN 1-1/2' 3-1/2" 3- (TYP.) FINISH GRADE orc w�m b� g 48' OR 6' BELOW FREEZE I. I BOMGTENSION WIRE 2' CON . a? UNE. WHICHEVER t5 GREATER I•.I I' 1,_2. n IIf1 12' 0 FOR CROWN �ttP.) C ELECTRICAL COPPER BRAID I •l 4 CONCRETE III I UNE POST r (TYP.) SEE GROUNDING DETAILS � �. ., IJ FOOTING, TYP. II 10'-0" MAX. 'I ` 'l- SPACING (TYP.) 1 Il 'I �6' b TYP. FOR END, LL V-2^ CORNER, k GATE POSTS GATE DETAIL SSE "5 CHAIN LINK FENCE DETAIL ELEVATION SCALE: NTS Z Nis AAiLAL �'WIITTH SLOTTSS FENCE NOTES: B FINISH GRADE PARALLEL TO FENCE w 1. FENCING MATERIALS SHALL BE OF GALVANIZED STEEL rc j 2. POST, BRACES AND GATE FRAMES SHALL BE SCHEDULE 40 (STANDARD WEIGHT) PIPE. SIZES SPECIFIED ARE NOMINAL DIAMETER . i _ 3. DOUBLE SWING GATE SHALL BE PROVIDED WITH TUBULAR PLUNGER ��—���_�11-11� ��� ��� i��=ISI=�� _ _ C _ — ��, BAR, 1 LOCK KEEPER, 1 LOCK KEEPER GUIDE, 2 LATCH FORKS, 2 FORK CATCHES, 1 CATCH FOR PLUNGER BAR, AND 2 GATE STOPS LOCATED AS DIRECTED BY THE OWNER. c- 1 4. POSTS, CAPS AND OTHER NECESSARY FENCE FITTINGS SHALL BE AS CONCRETE ^° _ MANUFACTURED BY THE FENCE MANUFACTURER OR EQUAL. HINGES SHALL BE OF GALVANIZED STEEL 10' CONCRETE S. POSTS SHALL BE SPACED EQUIDISTANT BUT NOT MORE -O&NE y ` - 6. BOTTOM OF FENCE SHALL BE NO MORE THAN 3' AB $ j O 11" GRADE AT ANY SECTION. 7 GATE DETENT DETAIL GATE/STOPPER DETAIL p SCAIE: NIS 3 SGLE: Nrs a f f r e RE-m1Rn FOR COFarpUcnoll/R16IIr MIK CJW ,us. - -.r VO-2220-06 E-m RD FOR COFsmcr oM/PERMr MAK c W 4JS: 109�y A 4 22-06 RE-®lED FOR Cg61M1CIpN�ppyR R9i G1W JB' 3 0-26-05 MR"FOR CONSTRUCDpK/ppyr PM L'IW J8 t. _��.>... 2 0-M-05 as=FOR COIISIRUCIpN/PEgRr RIR C,IW m; i n f i n I Y EAST MARION • NEW 1 -26 0S :�FOR RMum " e n g i n e e r i n g�__/ ■ 0 1-05 Es m FOR=6 wlcm/P ' MCONSTRUCTION re RNE s Rar (.p SITE NO. LOAD c i n g u I a rDETAILS NBYI(1, W 12207 B .10-05 RC-65IRD FOR ft E /COIrIR11r McE(5iej lwu 2aes4 9245 MAIN ROAD A 16-06 441R0 FOR QYE1I/COIRFIIr PMEAST MARION,NY 11939150-034 WIRELESS DAIS REVISIONS IJOB i I SrrE i I DRAWING NUMBER REV S�- DESIGNED: PRAWN: 24897 INYCENY10171 C07 li6 - .. I Vill, ! D WIRE FENCE- WHERE REQUIRED COMMERCIAL TYPE C SILT FABRIC ON UPSTREAM SIDE OF FENCE - 3'-0' MIN DIRECTION OF FLOW 2,-0' MIN C ��NE.........., ILII I1 NOTE: III 0 H1H T CHAIN LINK FENCE 1. OIG TRENCH 61_0-.* 3 4' CRUSHED STONE 2. LAY IN FABRIC TO C33 Siff NO. 57 LIMITS OF CRUSHED BOTTOM OF TRENCH STONE SURFACE 3. BACKFILL TRENCH, OWE TO DRAIN AS COVERING FABRIC SILT FENCE SHOWN ON PLAN DETAIL 1 SCALE: NTS `; GRAOE TO DRAIN n ,y. AWAY FROM TOWER YARD CONSTRUCTION NOTES FOR FABRICATED SILT FENCE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY POSTS: STEEL EITHER T OR U MAW 500X GROUND TO FENCE POSTS WITH WIRE TIES OR STAPLES. TYPE. STABILIZATION FABRIC PLACED ON COMPACTED 2. FILTER CLOTH TO BE FASTENED SECURELY TO FENCE: WOVEN WIRE, 14 GA. SUBGRADE B WOVEN WIRE FENCE WITH TIES SPACED 6' MAX. MESH OPENING. EVERY 24' AT TOP AND MID SECTION. AS DIRECTED BY BANKS CO. SECTION THROUGH COMPOUND 3. WHEN TWO SECTIONS OF FILTER CLOTH FILTER CLOTH: FILTER X, MIRAFI 700X' sGJE. Nrs 2 ADJOIN EACH OTHER THEY SHALL BE OVER- STABILINKA T14ON OR LAPPED BY SIX INCHES AND FOLDED. APPROVED EQUAL. 4. MAINTENANCE SHALL BE PERFORMED AS PREFABRICATED UNIT: GEOFAB, NEEDED AND MATERIAL REMOVED WHEN ENVIROFENCE OR APPROVED 'BULDGES' DEVELOP IN THE SILT FENCE. EQUAL 5. ALL SILT FENCE MATERIALS MUST BE LISTED ON THE CURRENT STATES. D.O.T. QUALIFIED PRODUCTS LIST /36. OF NEty} s a VO-25-0 LIE-011M TOR CM&7IIICIKIN/PFMIB IM( GIW JJS ' �- --' s'* A LIE-scum FOR casmummwp m.r IAAIT cM JJs V�- RE-s9Nm FOR CMSMLCItlN/P PHR CJW JS mvm FOR CONSM1CIMN/P01IT PHR mw as z 0-04-05 IsslEo POR CMSIRucTCN/PEmIr PM =I w fAia-m --05 BMW FOR 001151IMMOR/PDYI PMR CJW JJSB n9 1 n I Pi I g EAST MARION • NEi -05 1$um FOR COI761RVCI1011/P MAK cm JJs CONSTRUCTION " PINE sic SITE NO. LI-1017 c i n g u I a r RE-611m FOR REYOI/COIRERT Mw G JJI DETAILS E:95 8) -2 9245 MAIN ROAD oFM: 518)4u-0188 651ED FOR REVE"/COHEIR PIW CJWFA%: 0 �x-0ass EAST MARION,NY 11939 E REY1510NS w— CHK P' JOB SITE DRAWING NUMBER REV 150-034 WIRELESS NO SCALE: DESIGNED: I DRAWN: 24897 NYCENY1017 coo 6 BIN T 8 NOTE SET TREE PLUMB D PRIOR TO STAKING EXCEED I PIT TO STAKE D(CEm D By 24.OF ROOTBN.L BY 24' Q I, *120' TYP.(RUBBER H2 PLY EE) ROOTBALLGUY WIRE Q GUY WIRE RUBBER HOSE Q (DOUBLE STRAND, 2 PLY WIRE p(AN �,..,�}1,�) ±300 SF. APPROVED MULCH 3' APPROVED MULCH Q St„y (3' SETTLED DEPTH) //4 REBAR STAKE 36' LENGTH - -- CULTIVATED SOIL- DRIVE BEA GRADE 24' DIAMETER LARGER SCARIFY BASE THAN ROOT BVL OF PLANT PO OR CONTAINER f�}J TBALL ADD EXCAVATED SOIL AS NEEDED TO BRING SECTION TREE TO FINISHED GRADE: �+ TAMP TO PREVENT SETTLING TREE STAKING AND GUYING �; NOT TO SCALE \ � EASTERN RED CEDAR (TYP) C PROPOSED 6' LANDSCAPE � GENERAL PLANTING NOTES BUFFER 1. STANDARDS SET FORT IN 'AMERICAN STANDARD FOR NURSERY STOCK', LATEST EDITION, REPRESENT GUIDELINE j n SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 2. ALL PLATS ME SUBJECT TO THE APPROVAL OF THE ENGINEER'S REPRESENTATIVE BEFORE, DURING, AND AFTER INSTALLATION. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILNES DURING COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCT)ON. 4. ALL PUNTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. S. ALL PLANTS MUST BE CONTAINER-GROWN OR BALLED AND BURUPPED AS SPECIFIED. 6. ALL TREES MUST BE STRAIGHT TRUNKED, FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. /� CALLED7. ALL TREES MUST BE GUYED OR STAKED AS SHOWN. LANSCAPING PLAN"\ ED NORTHscuE: 8. ALL PLANTS AND PLANING MEAS MUST BE COMPLETELY MULCHED AS SPECIFIED. ' 10' 0 1G 30' 9. THE ENGINEER'S REPRESENTATIVE WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. 10. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANITTIES SHOWN ON THESE PLANS B BEFORE PRICING THE WORK. 11. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTIUZATION, ETC.) OF PUNTING ARES UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE ENGINEER'S REPRESENTATIVE. TOTAL AREA OF ANDSCAPEO S • ±300 SF 12. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER AMIST SYSTEM PRIOR TOURNS INSTALLATION. PLANT MATERIALS LIST 13. ANY ) SHALL MATERIAL THAT DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE A S r WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND MEETING ALL SPECIFICATIONS. QUANTITY COMMON NAME SIZE REMARKS 14. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SWJ1 PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. 12 EASTERN RED CEDAR 7' MIN. HEIGHT 0 EQUALLY SPACED OF NLN: qP a s. st O ALL PLANTING MEAS WILL BE TILLED AND PREPARED FOR A+` PUNTING BY THE ADDITION OF APPROPRIATE SOIL AMENITIES AND TOPPED WITH MIN. 3' APPROVED MULCH. O: L } a 30-07 aE-6DIm1 m cmwwA;n N/PEmKr MO( OAK m ( ��1096 Qi��/ A 5 20-08 RE-®LPD m Cm61RUCI m/PFIIYr MAX GIW JJs 4.-.• ...: e:r✓ i:l u 4 22-08 RE-MATED PDR WIMIRIICIKIN/PFJYr PHR CJW J6 a 0-25-05 s m a ww/pt PHR OM AM 2 0-04-05 s POR cwwmwm"/PmMr MR OANI AM in f i n i g y EAST MARION • NEW 1 -20-05 M9�D FOR PHR CJW ,,M e n g i n e e r i n gcd 0 -01-06 OM POR LANDSCAPE PLAN 99 PINE STREET SITE NO. LI-1017 B -30-05 RE-ISNO FOR MAK cjw JA ter•8) I229T 9245 MAIN ROAD c n g u a r ofnGE: N 12207 8 i A 18-06 MM FOR RLVEW/CG�EM PI/L GJW ,FM Wi ( 18) u4-2009 EAST MARION,NY 11939 150-034 WIRELESS PATE REVISKINS BY CHK P' JOB 0 1 SITE DPAWING NUMBER REV Sm E: DESIGNED: I DRAWN: 24897 NYCENY1017 C09 1 6 - I )(98 vE CODED DRAWING NOTES GROUNDING NOTES 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH Q PROVIDE 2 COPPER GROUND RING (MIN. 1'-6" FROM OUTSIDE EDGE OF THE NATIONAL ELECTRIC CODE AND ALL OTHER APPLICABLE LOCAL D TOWER F�NDATION AND SLAB) BURIED AT MINIMUM 30" BELOW GRADE. CODES 2Q CONNECT FENCE TO GROUND RING. TYPICAL 4 PLACES. ((77yypp ) 5 2 2. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING CCONNECT TOWER BASE TO ADWELD TO TOWER BASE PULE OR PER MANUFACTURER'S SPECIFICATION. 4 0 GROUNDING AND UNDERGROUND CONDUIT INSTALLATION SO AS TO PREVENT ANY LOSS D CONTINUITY IN THE GROUNDING SYSTEM OR Q CONNECT GATE TO GATE POST (TYP. FOR 2) WITH 4/0 WELDING CARL 0 7/16 2, ° DAMAGE TO THE CONDUIT. THAT HAS BEEN CRIMPED ON EACH END WITH A CAP FOR THE CADWELD o ° o ° °� 3. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC PROCESS. LENGTH SHALL ALLOW FULL SWING OF GATE. CONNECT GATE ° °}.• °T"O ° ° ° (CADWELD). POSTS TO GROUND ROD. PRO-ADE A WEEP HOLE ON BOTTOM CONDUCTOR 3 0 0 ° ° o FOR DRAINAGE ®° ° 1 4. ALL GROUND CONNECTIONS ABOVE GRADE SHALL BE FORMED USING Qs �12 AWG. RACK SUPPORT POST 10 EQUIPMENT GROUND RING 1' 2-HOLE LUGS AND TWO (2) HIGH PRESS CRIMPS. Q CONNECT SERVICE DISCONNECTING MENS TO ISOLATED GROUND ROD LEGEND 5. ALL EXOTHERMIC MECHANICAL CONNECTIONS TO THE GROUND RODS INSTALLED 2- AFG. 1- COPPER GROUND BAR, 1/4-X 4-X 20-, NEWTON INSTRUMENT CO. SHALL START AT THE TOP & HAVE A VERTICAL SEPARATION OF 6" CAT. NO. B-6142 OR EQUAL. HOLE CENTERS TO MATCH NEMA FOR EVERY ADDITIONAL CONNECTION. Qj BOND TOWER GROUND RING TO MAIN GROUND BAR WITH (2) /2 DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR S1ZE WILL AWG GROUND WIRE. VARY BASED ON NUMBER OF GROUND CONNECTIONS) 6. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A 2- INSULATORS, NEWTON INSTRUMENT CAT. N0. 3061-4 OR EQUAL CORROSION RESISTANT MATERIAL. 3- 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. 7. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 SOLID AWG TIN GAT. NO. 3015-8 OR EQUAL PLATED COPPER UNLESS OTHERWISE INDICATED. BETA 850/1900 BTS 4- WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. 8. IF APPLICABLE: GROUND RODS SHALL BE STAINLESS STEEL OR C COIL 10-FT /2 AWG CAT NO. A-6056 OR EQUAL COPPER CLAD STEEL, 5/8.0 10-FT. LONG, AND SHALL BE DRIVEN GROUND WIRE FOR ALPHA 850/1900 BTS VERTICALLY WITH THEIR TOPS 18" BELOW FINAL GRADE. NOKIA BTS CABINETS 5- 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. 2 AWG GROUND WIRE CAT NO. 3012-1 OR EQUAL 9. CONNECTIONS TO THE GROUND BARS SHALL NOT BE DOUBLED UP 2 24VDC CABINET & GAMMA 850/1900 BTS / • BATTERY CABINET 6- INSULATORS SHALL BE EUMINATED WHEN BONDING DIRECTLY TO OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF • TTERY TOWER/MONOPOLE STRUCTURE. CONNECTION TO TOWER/MONOPOLE THE GROUND BAR ARE PERMITTED. MCPA CABINET o T•.: GET STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS MIREGROUND • �\ SHALL BE AVOIDED WHEN 45` BENDS CAN BE ADEQUATELY WIRE FOR MCPA o <.( ' ` 44 VDC GROUND BAR SUPPORTED. & UMTS CABINET 2 o ,rv.E. Nr5 11. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL `v I LOCATION OF MASTER AND BOTTOM NOT EXCEED 10 OHMS. _ GROUND BARS. BOND ALL COAX 2 ROUND i e CABLES WITH COAX GKffS E01 12. NO UPHILL GROUND CONNECTIONS ALLOWED 2 e ° < I A ° BOND EQUIPMENT GROUND pRppp5Ep ° 36" OR " BELOW FREEZE BAR T FE E O GROUND RING (TYP 7 - -- - C e / � UNE WH I AD CHEVER IS GREATER GRE NC 2 PLACES) -, \ r 3 UMTS 815 e * -e+ d+:; G✓ ESI j B a ° / PROPOSED Q CADWELD / UNIPoIE 1 E01 a ° ' ', BOND ALL METALLIC --� ABBREVIATIONS ELECTRICAL SYMBOLS 5 OBJECTS TO GROUND BAR �i AWG AMERICAN WIRE GAUGE GROUND ROD WITH ACCESS BCW BARE COPPER WIRE 8 CHEMICAL GROUND ROD QGA EPOSED DWG DRAWING 0 GROUND ROD EMT ELECTRICAL METALLIC TUBING GEN GENERATOR ET DISCONNECT SWITCH GROUNO ROO COPPERWELD IMC INTERMEDIATE METALLIC CONDUIT METER 5/B"Px10'-0' LONG MGB MASTER GROUND BAR 1 q/ PCS PERSONAL COMMUNICATION SYSTEM CIRCUIT BREAKER EXTERIOR GROUNDING PLAN CA lEp NORTH PVC POLYVINYL CHLORIDE CONDUIT CADWELD TYPE CONNECTION srxE: 1 COPPER-CLAD PVC RIGID GALVANIZED STEEL a• o x• e• STEEL GROUND ROD RWY RACEWAY _ ■ COMPRESSION TYPE CONNECTION ""�-^- ------- GROUNDING WIRE TYP TYPICALNFjyy V422-Mi a�M cm6m nm/P1D>Mr MAX cm P S-. STLb Q REPRESENTS DETAIL NUMBER A 00��°� MAK D�IW �'l°' LF 'p REF. DRAWING NUMBER RE-W&IEO TOR COISIN)MEWPF PHR ONO FOR CMAMI CITW/p PHR VA18-05 ESUFD TOR Imam nwlpF PHR @. i n f i n g �I EAST MARION • NEW FOR 00NS'"�1pN�°tlR' "" EXTERIOR engineering`C.Y�/ ■ W=FOR A� � SITE NO. LI-1017 aE �1 m„„ , o W GROUNDING PLAN a :T4 1,)�--r M 9245 MAIN ROAD c i n g u a r FAST MARION,NY 11939 6911ED FDI(pFAE1P/CONNBO qq C,H✓150-034 WIRELESS REV510N5 W CHK P' �OI�+ JOB i I SrrE i I DRAWING NUMBER REV SOME: DESIGNED: DRAWN: 24897 INYCENY10171 E01 1 6 - _ I BT6 vE ELECTRICAL NOTES 24 VDC I. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH D s%sR= / \ ALPHA 850/1900 THE NATIONAL ELECTRIC CODE AND ALL OTHER APPLICABLE LOCAL a�fs10 / 11 CODES. BETA 850/1900 / GAMMA 850/1900 (1) 1" PVC CONDUIT FOR ALPHA BTS 2. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING TIS (2) BELDEN /7919 CATS CABLES GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO \1 MCPA CABINET 'r _ PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR O24VDC POWER 0 ELECTRICAL(/ 3 \ ROUTED TO E911 EQUIPMENT INSIDE DAMAGE TO THE CONDUIT. \ & PLANN (1) TVSS 11 TELCO CONDUIT ALARM CABLE X95 e \ (1) 1" PVC FOR BETA/GAMMA `� 3. ALL ELECTRICAL ITEMS SHALL BE U.L APPROVED OR LISTED \ 1 BTS T1s (4) BELDEN /7919A t " (1) 1" PVC CONDUIT W/(24) 1\ CATS CABLES 'i ' #B AND (2) /12 GND FOR 4. CONDUCTORS SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUITS 1 I POWER TO 24VDC CABINET (UNDERGROUND) AND IMC CONDUITS ABOVEGROUND. \ 1 (1) 1" PVC CONDUIT FOR 1 ALPHA/BEfA/GAMMA BTSQ.I�; 5. CONTRACTOR SHALL OBTAIN ALL PERMITS, PAY ALL PERMIT FEES, 1 \ HETA CIRCUITS (6) /14, `` AND SCHEDULE ALL REQUIRED INSPECTIONS. 1\ (3) /12 GND. - �� , 6. CONTRACTOR SHALL OBTAIN LOCAL POWER AND TELCO COMPANY 1 (2) 6"X6" NEMA 3R APPROVAL AND COORDINATE WITH UTILITY COMPANIES SERVICE 11 EXISTING PROPERTY LINE (TYP) 1 �/' ENCLOSURE ROUTE ENTRANCE REQUIREMENTS. " � � (2) 3/4" LMFC FROM \� UMTS BTS 1 * 1 ENCLOSURE TO NOKIA 11BTS 7. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL DESCRIBED ON THIS DRAWING, AND ALL ITEMS INCIDENTAL TO COMPLETING AND 1 =_ PRESENTING THIS PROJECT AS FULLY OPERATIONAL. 3 G CINGULAR ELEC. METER _ ERZ B. PROVIDE 2" SCHEDULE 40 PVC UNDERGROUND CONDUIT WITH PULL ` \` AND SERVICE ENTRANCE - -" WIRE BETWEEN ELECTRICAL UTILITY DEMARCATION POINT AND KWH ` PANEL „' av LINGULAR NEMA 3R METER BASE. ` ELCO BOX 30k30"02" 9. CONDUIT ROUTINGS ARE SCHEMATIC, CONTRACTOR SHALL INSTALL WITH 5/8” PLYWOOD CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. \ 1 BACKBOARD \ \ 10. SERVICE TO EQUIPMENT CABINETS SHALL BE 120/240 VAC, 200 ` AMP, 1-PHASE. 1 \ / 11. CONTRACTOR SHALL DETERMINE REQUIRED NUMBER AND LOCATION OF \ / PULLBOXES PER UTILITY STANDARDS. \ 1 1 / ENLARGED 12. USE ADAPTER FROM PVC CONDUIT TO RIGID STEEL 90' BEND AND \1 / �� UTILITY ROUTING PLAN 2 CALLED NORTH USE REDUCER TO ENTER METER BOX WITH 2" DIA CONDUIT. ` \ / \ Q� PAVEMENT. GRAVEL OR LAWN AREA 1 \ RESTORATION TO MATCH \ / AS REQUIRED SLOPE AND THICKNESS OF \ / / EXISTING B EXISTING BUILDING #- =`-� -� UNDISTURBED EXISTING LOY POLE , z —� <____-___- / M COMPACTED BACKFILL I / / ~ BACKFILL (SAND OR NATIVE SOIL) TELCO CONDUIT (` \ TE PVC SCUT 40 UTILITY WARNING TAPE UTILITY ROUTING PLAN cuLED NORTH 6"MIN. 2" MIN ELECTRICAL CONDUIT Sr.,F. 2 PVC SCH. 40 25' 0 25' 50. UTILITY TRENCH DE"ILsca.eTS .�tiOF14F UO-2m5--005 ftl: O FOR WLSIItlI01tlN/PFItlffmcw JS Ia-mum FOR �rMAX16 " ptN $ TF�)o A RE-m11EO FOR COIRIR cnm/PFARTJS ,�': m i✓ mum FOR Com jmwwPFIWR JJs 200-04-05 mum FOR COIISIRwnm/PFAIWr PHR CJW JJsFAR, i n f i n i NEW fAl 5-05 BMW FOR COISRNCDOM/P I'm CJI7 JJS e n g i n e e r i n g r 1 EAST MARION 1-05 mum Fox C3IZM C=N/PonWr MNL � is �IJ ITY ROUTING PLAN:" 99 PINE SIREEI SITE NO. LI-1017 0-05 IIS-mum FOR R�eR/caMMFnr M,X cw,, ,,,s O> 2 uavr. NY 12207 10 c7 omcE: `sial s5a-2z5a 9245 MAIN ROAD C ' n ular 5-05 mum FOR REVd/CONENr PHR CJWFM: (518) 4u-2059- LAST MARION,NY 11939150-034 WIRELESS E RINISKINS Wr CHK P' SSG SITE DRAWING NUMBER REV SCALE: IDEWINED, I DRAWN: 24897 NYCENY1017 E02 1 6 AC SERVICE ENTRANCE PANEL NOTES: BEH DESEMEI H 1) STANDARD 42-POSITION INTERSECT PANEL SHALL ALWAYS BE USED WHERE POSSIBLE PART #MM3320042-3R D (1) 3/4'C W/BEIMN t7919A GTS T1 CABLE MISF TO SNB. PROVIDED BY BECHTEL INSTALLED BY GC 2)) ORDER ER A INTERSECT RECEPTACLE KR PART BIKER KIT IS PANEL 'A' SCHEDULE 3) TO ORDER A GENERATOR RECEPTACLE ON T SIDE THE PANEL, ORDER PART JGRINWIRRELAY-L (2) NOT USED. NTfASEG M.ankT AND APPLEfON RECEPTACLE PART AR20044-RS FOR FOR 3-PH FOR A GENERATOR © EXISTING 66 BLOCK WITHIN 24VOC CARNE. SEE DETAIL 1021-24v NE. Im/INw,t-PLL� DwE bw LMH ens as LAK,svzs MTm D zaG eus 10 lux 11nwN:N cxcrHs Ix ustm sE1NN;E ENTRANCE cWRIEr RECEPTACLE ON THE RIGHT ORDER PART CLE TO RR ADE O ROOFTOP SIT RECEPTACLE PART {IAR20 K. CIN FOR 3-PH. © ETS WITH COBRA COP(FLEX 2000,PROVIDED NDC POWER GABLES FOR ALPRA eRN cNr y my (rA1rs) �, air eNR att NOTE: RELOCATING GENERATOR RECEPTACLE TO GRADE ON ROOFTOP SAES IS OUT OF SCOPE WORK. LINGULAR SI LITH (a)-CLASS 1 LUGS PYAM AND INSTALLED BY M. (2M LU APPROVAL REQUITED BEFORE ORDERING. SIDE LUGS SHALL BE SWINGY iYAV28L2N738IX. (2)-NOKN BTS SIDE LUGS GOT AW3 PGLF9 LR me MSC C� q u to Lt O DECWTXMI MEG 1[c Ln PaIfS AIMS aWT SHALL BE BURNGY tYAV28L2WCFX. 200A DU BREAKER PROVIDED BY MGUS. 05 (2)-4/0 COBRA COP-REX 2000. CUSS IDU POWER CABLES FOR BETA 1 b 2 t AvmEA/1 IWO two 0 a0 u ivss 1 2 15 2 POWER TELCO BTS WITH (4)-CLASS 1 LUGS PROVIDED AND NUN-LED BY W. (2)-TE21 3 I I I I tab tsb a I I I INCOMING T1 FROM SIDE LUGS SHALL BE SWINGY /YAV28L2Ni38FX. (2)-NOKA BIS SIDE LUGS IXISTNG TELCO DEMMC SEANCE RT1£2 120/20BV,5-PN,{W SHALL BE BURNGY fYAMUNTCIX. 200A DC BREAKER PROVIDED BY ARCUS. s b 2 t IEcMtm/3 1NO 3100 15b Kwcmw 12 1 2 b a (EX15191G uDm POLE) (MISTING UOLIIT' POLE © (2)-4/0 COBRA COP-REX 2000, CLASS IDC POWER CABLES FOR GAMMA T I I I I use 3100 15b I I I I BTS WITH (4)-CLASS 1 LUGS PROVIDED AND INSTALLED BY GC. (2)-TE21 SIDE LUGS SIAL BE SWINGY fYAV281_21408IX. (2)-NOKIA BIS SIDE LUGS . b 2 t IEtT p(rv0 Rmf H 9M t 2 b 10 M M) 200A MEPWIREAAM SHALL BE BURNGY#YAV28L2NTCFX. 200A DC BREAKER PROVIDED BY MGUS. 1t I I I ( I I I I II ENCLOSURE W/200A OREAXER CARRIER ACCESS SIM P6M 8692.OD2-00012 OR 8692-002-00039; 13 b z t RECT n(rv0 RECT t 2 b (suPR1EO AND NsnwuUD BY PROVIDED BY BECHTEL (M CINGULM; INSTALLED BY DC, 16 mm Ia GENERAL CONTRA.) ® W48 DATAACK ALLEN TEL PRODUCTS #AT468-15. PROVIDED 15 I I I I I I I I 16 J AND INSTALLED BY GC. (1)-2t 3/3/0 k 9p BELDEN 07919A GTS T1 CABLE DB15M TO SNB. PROVIDED BY BECHTEL INS/ 1T b 3 1 RECT M(I'M RECt 1a(FM 1 2 30 16 1 14 GRD TAR POWER (t)-4t TELCO WON BY CC. TO BE ROUTED BACK TO TELCO ENCLOSURE VA 3/4-C W/ITEM /3. le I I I I I I I I (eJ-4T1 GTS/ASHD ® (1)-1' C FOR ALPHA/BETA/GAMMA T1 CABLES (SIX (6) - BELDEN t7919A) >a 66L0!/T9t9A F0.G1 aEIYAL 21 3a 2 1 REOT/11 (FM REFI EIa(RID 1 2 b B w/PULL WIRE O (1) COS DATACOM ALARM CABLE /003610075 ROUTED TO NOKIA y I i I I I I I I 24 �I X9 ALARM PORT. INSTALLED BY G.C. i CINgAAA NOAH M © 6-PR /24UIP BEIDEN /9566. PROVIDED AND INSTALLED BY GC. ACUTE 25 to 2 t HETA GROW 02 7b 1500 7b SGA GRGn/1 1 2 1s 20 I➢ TELCO EXCn CABLE'TroO 24VDC CABINET WITH KENiROX T1 CABLES INSIDE (1) 1'C. CUL AND TAPE SPARE 305 N12-W/5/a' Q (I) 3/4'0 W 1 COS DATACOM ALARM CABLE CO25103M ROUTED TO 31 I I I I 750 t5W 750 zs Tl AND PULL DUNE PLYWOOD 8N*9� /( > t I I I I NOKIA X8 ALRAM PORT. PROVIDED BY X. (FUT)HGA M 1 z 15 b NOTE COCALP NO TAPE BELDEN (P W) AND NISTNIFD N Is 1 1 21N)C FOR CNCUTS AND,aDuUE ALPHA ers n BEIDDI iMt9A BY CC) ® COSTING ALARM TERMINAL BLOCK INSIDE MCPA CABINET. SEE DETAIL 1/E6A 31 1s t 1 MWA I I I I 32 D REEEPT�AN1EpUlm WOR SEE PANE•A. SgImME ® 6-PR /24UTP BELDEN /9566 ALARM CABLE ROUTED IN (1) 3/4•C BY M. �ENTRANCE .0 15 t 1 'AWA WI! SANK PANEL, NOTE 3 D•IN�NICE PANEL (T¢COA�SCIENTIFIC SINGE ® SIMENS S66M1-50 ALARM BLOCK PROVIDED M 11 D INSTAE0 BY CC. x (OBTAIN CRKRIIAR APPROVAL SEE No1E5 n eINN eIANN $M TO ORDERING) A'E TRI-STATE SIGNER NR INRR= SS SS uDaAumo BY M) � © SO CORD F POWER BNL AERN LOCATED IN R SERVICE VE EXISTING PANEL b er 50 CORD FOR TE20B CABINET PROVIDED BY ARCUS. REMOVE IXISTNC 1P-2CA N/Mt R.vH 36 � � B b¢sium�eBYY 4mC ® BREAKER AND PROVIDE TWIN 1P-2M PROVIDED AND INSTALLED BY CC. NHH COL AND TARE SPARE b 160 GFG 1 1 is w GG c BETA AND GV.N ® ARCUS BATTERY CABLE KB PART /037-112-20 PROVIDED BY BECHTEL 6tb mo tE1G0 0 4 BR T1 BFIDD!/)915A INSTALLED BY GC. Plus 1mNa(WATR7 (1)-3/4t W/(2) 112 Y 1 66 RISE BaIFN.E S9x Stx k(1)112 GRD. FDR GM j CXKL'IXf.PROWDED BY W. (0-1t FOR BR HUA GAMUTS.(4)-112 AND NTK NNNmim WN(ITR) 12H0 (1)-1P 155 (t)-tt FOR 6R NITA (2)-i12DND.(3)-2P 155 25s OF LWGESf MNRAIgR WN(LCL) Iqy (1)-2'C FOR POWER gRNlts 6-/12 k 3-1120X0 6'.y NEW M TO 24VDC CIBNEf. ENCLOSURE =&UL (MT16) 1555a (24)-/6 AND(2)-/12GND B•SENTADSURE M TOTAL W.➢NAPS) µa 00IE'a SINE PMTvl Fu 9eAm6 w5 RTWeRD (1)-1'C FOR ARIA BR Tl. AND TSS ALARM CBI£ SELLER /9586 '. (1)-3/4'WFC FOR ALTA (1)-3/4C FOR GAMMA BIS Tl. 1PN4TI011 TO UIfL AT BECHTE TO PROYDm(1J 23' ZETA gRCUR. (2)-/12 k (� BELDUN 17919A G15 CARE I I 2aWC MAXNET. GC SNNJ. NIDE WIS BItICIKET SER.AN R s (T)-112 /TAU PANEL A SCHEDULE DUNE ALL Fl TFRMWATIDNS PART/Ao02Tb.C! SCALE NTS 2 AT CABNEf BATTERY CABINET R 124 0 Eat t NOTES: (1)-3/41 FOR BETA BR Ila (1)- O FOR BETA BR TIN @ (2)MON/nl9A CAM CABLE AICPA 1 1 9 3 ( K1245 in19A COS LANLL 4-P ) 24VDC CABINET INSTALLER SHALL MAKE ALL FINAL TERMINATIONS AT 24VDC CABINET 4_Pa/z4slro 1 2) NOKIA INSTALLER SHALL MAKE ALL FINAL TERMINATIONS AT NOKIA BTS CABINET - (I)-3/It FOR m BR T's WAD (2) BD11F1t 0 Un CARIE (1)-3/4'WFC FOR BETA (1)-3/4'I. (2 FOR GAMMA B N N-PR Iz4sNo NEA 12 GA (2)-/12 k NEA 12 GA. (z)_/1z k 3) INVDC CABINET MANUFACTURER SHALL PROVIDE AND INSTALL BRIDGE KR FROM 24VDC (1)-/t2 cNo (1)-/tz GAD CABINET 70 NOKIA BTS CABINET TE20B BATTERY CABINET 2{NDC 4) 24VDC MANUFACTURER SHALL PROVIDE AND INSTALL DC POWER CABLES READY FOR HIGH/LOW CABINET H.NNS 4:$ ERs —® FINAL TERMINATION BY NOKIA. DC DISTRIBUTION CABLES SHALL BE (2)-2/0 AWG ON 66-BSLL OCK NSI BE CLOSED. TO BDETAILCK INSIDE Mt FOR EACH BTS. OWN2 �� SEE DEL 1/EO6 4 A) ASSOCIATED CIRCUIT BREAKER FOR DC DISTRIBUTION CABLES SHALL BE LEFT OPEN AND PROVIDED W/A REMOVABLE LOCKING DEVICE OR TAG SO THAT se - ALPHA BTIz AND(TER) /z AMS BETA BTS GAMIMA BTS B)EDC CABLES SHALLBREAKER CANOBE RHH/RHW AND CABLE TRAY (CT) RATED (TVP) MOB BATTERY CABINET INTRUSIONa ppGU521VDC _ C) NOKIA INSTALLER TO PROVIDE DC DISTRIBUTION CABLES LUGS ON NOKIA ALARMS TO BE CONNECTED TO THE a COL CDs GTAco4 ALARM CABLE = END MI INTRUSION ALARMS IN SERIES /C0361mn mA TERMNATKH 5) 24VDC INSTALLER SHALL PROVIDE AND INSTALL TELCO CABLE(S) BELDEN AT RER UFT PETE. SEE DETAIL 1/006 Op 4 z W/DC 11 m'NOKM PART #7919A COILED AND READY FOR FINAL TERMINATION BY NOKIA DED AND INSTALLEDGM W.— BY W. 6) 24VDC MANUFACTURER SHALL PROVIDE AND INSTALL COS DATACOM ALARM CABLE PART #CO3610075 COILED AND READY FOR FINAL TERMINATION BY NOKIA 7) ALL CONDUCTORS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE (]) 1 1/2'RMC W/(4) iGWD RED RMI AND(4) /MND BUCK RHH/RHW UBKb AND W/NEC AND LOCAL CODES (1)#UK Rm THH NA(1)/6AWG BVLR G8E5 N 1 c.Dc mmom AND IN AuUao. NM USE z'IF CONDUT s PW. (4)SG DM BRFN M M NDm IR ARCUS AND(9) 8) SUFFICIENT SLACK SHALL BE PROVIDED TO PERMIT NOKIA INSTALLER TO SW(L BE PRDVOED BY MWEL AND W TALIID BY GC. (ARWS PART/470-311-10) TERMINATE ALL CABLES 9) ALL CABLE ENDS AT THE NOKIA BTS SHALL BE IDENTIFIED AND TAPED RE-ISSUED FOR WI6IRUanm/PBNT Mw CJW AIS S �O�N��Y `i-- ELEC 8 30-W RE-ISSUED ALARM ONE LINE DIAGRAM 5 20-06 RE-QED FOR maTRUCAO(,P,WHr LINK CJw 5�O S sT� � r ! ( A 4 22-06 RE-BSUFD FOR CMATAULTOJ/PWIR PHR Cm 3 0-25-08 BsmC FOR WNSTRUCIXIN/PFAWT PAIR CA JJs 2 0-04-05 BSLIED FOR CONSIROCBON/PFAHf PFR GFR AB - I B 119 I n I i 19 g �/ EAST MARION • NES vP°"'T P'" G" LB /TELCO ONE-LINE AND 9N T ST 201 `I SITE NO. LI-1017 B 30-05 W-Tm1m PDR�T mw Gcw JABIWE ANEL SCHEDULE I a) 43P-za6e 9245 MAIN ROAD ngularFAx: (5515 435-2059 EAST MARION NV 11939 A 18-05 BSllm FOR REVEW/cOILEM PIIt CJW iB 150-034 WIRELESS DAEREVISIONS BY CHK P• SITE DRAWING NUMBER REV DESIGNED: DRAWN: NYCENY1017 E03 1 6 GSM1900 Tx1/Rzi/Tx%Rx2 GSM850 Tz1Rx1 x2 Rx2 800 10121 SITE NUMBER: U-1017 RF SYSTEM SCHEDULE D 1 ANTENNA AZIMUTH ANTENNA COAX RAD EST. COAX ANTENNA BEAM ELEC DOWN MECH DOWNANTENNA SERIAL POSITION MODEL NO. SIZE CENTER LENGTH FUNCTION WIDTH TILT TILT NUMBER 1-A 0 DEGREES KATHREIN 800 10121 (4)-1 5/8- 107-FT 130-FT Sw csMt R%1 t t 900 90-DEG 0 DEG 0 DEC csM 850 CSM R%1 1900 GSM Rx2 I.. 7/16- DIN TYPE FEMALE CONNECTOR TYP. (ANTENNA) 1-8 100 DEGREES KATHREIN 800 10121 (4)-1 5/e- 107-FT 130-FT 650 GSM R%1 I 90-DEG 0 DEG 0 DEG 2 1900 CSM R%2 1 850 GSM RX1 2 1900 GSM RX 6 1-C 240 DEGREES KATHREIN 800 10121 (4)-1 5/8- 107-FT 130-FTGv.1 Rzt 90-DEG 0 DEGI 10C) 0 DECD 850 CSM ujim 1900 GSM R%2 2 MHA MHA _ = 3 3 LMRU N/A OG-8 0/1920/GPS (2)-1/2- NIA 15-ETH N/A N/A 2 2 GROUND BAR O 3 (TOP OF TOWER) 3 lJ� 4 GROUND BAR (BOTTOM OF TOWER) BILL OF MATERIALS NOTES: 1.CONTACT RF ENGINEERING FOR LATEST RF ITEM NO. PART DESCRIPTION MANUFACTURER PART NO. QUANTITY SUPPLIER INSTALLER SATEEN SCHEDULE PRIOR TO ORDERING INTERNES. - GROUND BAR (NEAR EQUIPMENT) 1 850 - 1900 GSM/UMTS ANTENNA KATHREIN 800 10121 3 BECHTEL N/A 2.ALL FIELD SHALL gD CHANGESAPPROVTO BY THIS SCHEDULE RF ENGINEERING — 52 1/2- TOP JUMPER W/MALE-MALE CON. (DIN). COMMSCOPE SFX500 18 BECHTEL GC 3.ALL CABLE LENGTHS ARE ESTIMATES AND v 5 SHALL BE FIELD VERIFIED BY THE 3 FEMALE DIN CONNECTOR COMMSCOPE 1873ADF 24 BECHTEL GC CONTRACTOR 47 4 MAIN COAX UNE COMMSCOPE CR1873PE 1560-FT BECHTEL GC 4.CONTRACTOR SHALL PROVIDE ANTENNA SERYL 5 3 3 5 1/2- BOTTOM JUMPERS W/MALE-MALE CON. (DIN) COMMSCOPE SFX00 24 BECHTEL GC NUMBERS INSTWITHALLATION THE A8-BUILT M LOCHS 5.PRIOR TO INSTNIATION CONFIRM LOCAL 6 MRA (MAST HEAD AMPLIFIER) ANDREW ETM190G-12UB-GSM 6 BECHTEL GC COLOR CODING REQUIREMENTS W/AWS 7 MHA ANDREW ETD819G-12UB-UMT -- BECHTEL GC S.ANTENNA POSITIONS ARE SHOWN FROM RIGHT TO LEFT WHEN FACING THE ANTENNA ARRAY B 8 DIPLEXER (OUTDOOR) RFS FDGW5504/2C-3 -- BECHTEL GC '. DUAL DI-PLEXER 9 MCPA POWER WAVE 185W AMPLIFIER POWERWAVE PYTHON G3L-850-135 -- BECHTEL GC 3 3 10 MCPA POWER WAVE 120W AMPLIFIER POWERWAVE HARLEY GX1929-120 -- BECHTEL GC 5 5 5 5 5 /� RX RX/Tx RXt/OU Rz2/Tx2 RX2 RX1/TX1 RX2 RX1/TX_ i l:J COLOR CODE ALPHA TXt/RX1 ALPHA TX2/RX2 ALPHA TXI/RX1 BETA TXI/RX1 BETA TX2/RX2 BETA TX1/RXI GAMMA TXI/RX1 GAMMA TX2/RX2 GAMMA TX1/RX1 GPS BCCH 7900 850 oa ID TAG GSM GSM UMTS GSM GSM UMTS GSM GSM UMTS nz °o m COLOR 1 GREEN 3 GREEN 5 GREEN 1 BLUE 3 BLUE 5 BLUE 1 WHITE 3 WHITE 5 WHITE 1 2 CODE YELLOW YELLOW 1900MHz NOKA GSM 850MHz NOKA GSM ID TAG ALPHA TX1/RX1 ALPHA TX2/RX2 ALPHA TX2/RX2 BETA TX1/RX1 BETA TX2/RX2 BETA TX2/RX2 GAMMA TX1/RX1 GAMMA TX2/RX2 GAMMA TX2/RX2 00 GSM GSM UMTS GSM BMIS NODE B 0 GSM UMTS GSM GSM UMTS COLOR 2 GREEN 4 GREEN 6 GREEN 2 BLUE 4 BLUE 6 BLUE 2 WHITE 4 6 WHITE �" CODE ANTENNA SCHEMATIC 5 p Q7B me m aero aT MAX MAX Imm JJI; 6�P'f-` �'{ /q , SLPLE: Nf5 PIRt 5 � ^ J T�`�O mL u A 4 22-06 IE-6SID FOR '`As+- 3 o-25-05 Is50FD TOR comsnwcnou/pma PHI g { t I56 E0 FDI CONSTRUCIT011/Pp66T PMR CJW JJs e In ng IDI en I I g�� EAST MARION • NE: ENNA SCHEMATIC -26-05 EVIVED FORCp6TPoACMN/PFR16f PNR Qw JJs 99 .N9i=07 SITE NO. LI-1017 RE-MEED FOR / I ,u o� �`` ND RF SCHEDULE oFNcc: (518) 4 -2288 9245 MAIN ROAD c i n g u a r 09 G FAX: (519) 4N-2059 SSUFD FOR REVEW/COIIpB PHR CM M EAST MARION,NY 11839 150-034 WIRELESS No REASONS BY cHK P' SIGN SITE oRAwwc Nuuem REv SLALE: DESIGNED: DRAWN: 24897 NYCENY1017 E04 6 - I Q/R T x DIVISION OF R roONnBI TIS COLOR CODING NOIEs 1)WntO JUMPERS SHALL BE LABELED ON BOTH ENDS(COMBINER AND BTS SIDE) MT-I COLOR TAPE IDENTIFYING EACH DESCRIPTION BECHTEL BTS VENDOR ANDREW RESPECTIVE SECTOR(ALPHA-GREEN, BETA-BLUE, GAMMA-WHIT) D 2),TM NUMBERING TAPE SNCUW BE AFFIXED OVER THE COLOR SECTOR TAPE IDENTIFYING TIE TECHNOLOGY(850. 1900. TDMA) NLS G µ0 THE SCABLESCABLE (A0, Al, B0, Bt) QUAL BAND C PCBFR 1 })CPS/BCCM CABLES SHAH BE IDENTIFIED ON BOTH ENDS(TVSS AND ANTENNA) MIN "CPS AND"BCCH" LABELS MU TC PLEB PdRM F. I CPS CCH MTENNA .I GROUND)CAANOTES GPs CCH ANTENNA COAX CHILE 1)COAX GROUND KITS ARE REQUIRED ON E911 COAX IF GPS/BLLH ANTENNA IS MOUNTED ON THE TOMER SURGE ARRESTORS 2)FOR GROUND LEVEL MOUNTING OF GPS/BCCH ON AN ICE BRIDGE, SHELTER PARAPET OR STAND ALONE PIPE NOT MORE THAN IO-FT IN HEIGHT, PRE CONNECTORIM LMR-240 CABLES h JUMPERS THE CO" NEED NOT BE GROUNDED FRONDED WAT THE RF TVSS DEVICE IS INSTALLED AND PROPERLY GROUNDED. WHEN MOUNTED ON THE ICE . I ' BRIDGE INE ICE BRIDGE MUST BE GROUNDED PER An STANDARDS. WHERE TIE MOUNTING PIPE IS ATTACHED TO A NON-(ROUNDED SURFACE, AAD F, I, T TIE PIPE MOUNT SHOULD BE GROUNDED. A FREE STAND-ALONE PIPE MOUNT MUST ALSO BE GROUNDED. 3)FOR ROOF MOUNTING w A BUILDING WITH TIE SHELTER OR EQUIPMENT OR THE ROOF, NOTE 2 MOVE FPPUES, PROVIDED THAT TIE CPS/BCCH WAN CHILL F I ANTENNA IS NOT THE HIGHEST METALUC POINT ON THE ROOF AND THE COAX CABLE RUN DOESN'T EXCEED 30-FT. IF EITHER OF NE ABOVE CAT Se TELCO CHILE F I CONDITIONS EXIST MEN ME C0µSHALL BE GROUNDED AS IF ON A TONER. TELCO PoNER IG RF CONOUITS 1 I 4)FOR ROOF MOUNTING OF THE GPS/BCCH ANTENNA OW ME CO"CABLE RUN DOWN THE BUILDING RISER TO AN EQUIPMENT ROOM LOCATED LOWER 1 WAN ME FLOOR BELOW WE ROOF ME 00µ CABLE SHALL BE GROUNDED M IF ON A TOMER. 5)ME GPS/BCCH ANTENNA SHALL BE GROUNDED WITS OWN i2 ANC GROUND WIRE MEN IT IS NOT STRAP MOUNTED TO A PROPERLY GROUNDED 1 STEEL SUPPORT POST. (ANTENNA ANTENNA I INSTAL. CONNECTION BY G- GREEN LIGHT 2JNECTOR$ 815 WNDOR T TESTµD PROLUSION YN ON N LEGENDCPS/BCCH MMTND K MMT I ITNEW CABLING/JUMPERS GROUND IT T%/R%1 flX2 R%1 RX2 OPTIONAL YALE CONNECTOR 1 1/2"1 CDUIT SEE GROUNDING NOTES (TERMINATE AT 6"X6" MENA I.INA }R EN ❑ FEMME CONNECTOR CLOSURE WEN MANS. TO(2) 3/4" FLEX CONDUIT UB OR O NOT IN TO ENTER BTS) R %3 E911 v e R%1 o CPK 2 M M SCOPE 3 3 ANTI M2 %1 MX2 1/2" COAXIAL CABLE S W21 2 ANT2 348 P 5 N N n TX2 R R%2 CPK 42 M%4 DVID 2 MX1 N _ N M LMR240(TYP 6) NOKIA ULMASITE 850 GSM (OPTIONAL W/850) TYPICAL PER SECTOR LAMM(TYP 6) 1 1/2" .CONDUIT LMR240(TYP 2) 3/4" W CONDUIT /(TERMINATE AT 6"XIS" NEMA TO 854)GSM TO 190D GSM COX% JUMPERS k CONNECTORS TO w4/SURFER QUITS MOLT-COUPLERSMULTI-COUPLERS (GSM M/C PORTS TO COMBINER) µTERN t0 EVILER BTS) (OPTIMAL W/B5o) r� 6 BELDEN 17919A INCOMING CAT 5e 4 FROM ICU U TELCO CONNECTION BY CAT 5e CHILE ENCL \ OSURE BTS VENDOR B WTNC (TYP) (TYP) BELOW P919A OUTGOING CAT Se TO CAT Se CHILE 1900 BTS TELCO CABLE 850/1900 COMBINER IN TELCO ENCLOSURE N QUAL BAND COMBINER (OPTIONAL W/850) /RX1 R%2 1 RX2 BILL OF MATERIALS 1 (OPTINAL W/850) HEM nE11 DESCRIPTION TOTAL QUANTITY PMT LA0. - LA0. 1 6CCH GPWREINs ANTENNA 1 KAM-1160 1920 GPS CONNECTORS (TVP) T M C0µ JUMPERS MC 2 1 2 N-ME CONNECTOR 4 ANDREW L4PNM-RC k - (DUAL BAND COMBINER TO NLS) CSM GPs %1 A TR 4 SIRGE CLOSARRESTOR CPS COAX) 1 HQS 3403.11.0045 NLS R%1 MXE911 !1 WAN 24V OC ANTI M2 %1 5 COAX ENCLOSURE 1 MGUS TE21 /v DB25 9 24VDC PW 6 C0µJUMPER.NTS TO GPs TVSS 2 1MR240 11µC N %FT - Wµ CHILE MX2 7 WIRELESS LOCATION SENSOR(NLS) T BY ANDREWS (RAYSON (NLS TO SIM) (MSTING W/IN TE21) gFD2 8 SIM 1 CMRIERACCESS R%2 B Pofl WAN CABLE FROM DSU TO WIS CARRIERACCESS 005-0315 0 TX2 %2 CPK. M2 X4 9 1 (6FT) OR 005-0316(IOFT) D825 OA" 1wLs D M%1 10 W C0µJUMPERS.850/19MHx LMR240/11MC/11MC/ REM MALE +) WIS POWER CORD (G15AO497-5-4) OVfMCOMBINER M NLS 6 2.0-FT SIM 0815 NIS _) (-) 11 85O/190OMHx COMBINER 1 (BY ANDREWS) A002466.G1 e p 24V OC �„ l NOKIA ULMASITE 19M GSM 12 COM JUMPER,MLS TO 850 AND/OR 6 PER CABINET LAIR240%6S�A/11MC 2-/14 AWG `�—TAM 19M CSM MULTCOUPLER POINTS GROUND TO RACK FLANGE TYPICAL PER SECTOR 13 SURGE ARRESTOR(BCCI MAX) 1 H6:S 3402.17.070 RACK (/12 ANG FOR CARRIERACCESS SIM) (_) POWER � _ .1 GRAYSON C/5AOM97 6 30-07 RE-ISL1ED FOR WRbTNCnON/PETWR NLN T A 5 20-06 RE-issw FOR mwmDaoWPudR MAX CJW AIS V 4 22-06 RE-ISSUED WMWIR M'FOR IRUCRON/PPHR Q .LLS a OM+ A, L'MJ 3 0-25-05 18S11EED FOR CO61RUCn0N4FAMiT PILAR GW JJsIF v ISSUED FOR CO6TRUIM N/FFAYF PHIR C" .LIS f4. i n f i n i "EW I66�e FOR�� PI" °FIT' r 911 SCHEMATIC & e n i99 Ee r I n g" / EAST MARION • ' ular X-is FOR caF6TRucIION/PDwF zww cUW us \� ILL OF MATERIALS 9 Go SITE NO. LOAD g ILE-IssIIED FiTIL REVIEW/mMlon MAXM4x aIW aIS a ADLWT,e) 12207 9245 MAIN ROAD ISSL.m F'OR REEµ/COMMENT PHR CJW AIS O�JOg oFFIMFM: (516) 431-2286 FM: (518)as-zone EAST MARION,NV 11939 150-034 WIRELESS REV510N5 BY CHK P• SITE DRAWING NUMBER REV I DESIGNED: DRAWN: 24897 NVCENY10T7 E05 6 ¢TnIF w O 0 0 WHIT BLU e 1 e D BLU HT e 2 e J NA WHT ORG o 3 o ORG HT e 4 e NA WH GRN e 5 e TO X9 ALPHA GRN HT — 6 e ,NA '. ALARM PORT WHT BRN — 7 BRN — 8 e )NA WH SLT e 9 e SLT HT — 10 e )NA RED BLU a 11 c 1 WHf/BLU BLU RED a 12 0 ,NA 20 BUI/WHT rc RED 21 ORG//WKr TO RADIO CABINET ORG RED �� 1INTRUSION (PRE-WIRED IN 24V) 1 w BLK J(m #1,TEXT ID /1) 3 WT/GRNI (4) Tl-SURGE SUPPRESSOR i,n RED GRN �� RED 22 cert ATLANTO SCIENTIFIC NO. O o GRN RED -9 GRN ,TEMP (PRE-WIRED IN 24V) 4 WHT/BR! 0 90700 U O (FIC I2.TEM ID 02) O a;° RED BRN �7� 2y B IN/ o PORT MARKED DIN RAIL TVSS IF AVAILABLE IN PANEL BY GC 5 W1iT/SLT x PROTECTED' o BRN RED 18 ) ( ) ATLANTIC m aoc RED SLT a 1g a J(�G N rtxT ID X21) �O Re 24 RED/ RJB ) SCIENTIFIC 21607 w SLT RED 20 e ,NA o e O ® (SEE NOTE 1) BLU/RED J PLASTIC t BLK BLU �� WHT ORG m �"0 25 RED/ORG NOTCH BLU BLK �� 1 COMM POWER FAIL (BY CC) s 26 ORG/RED rc (FAC 05.TEXT ID #5) z o ® RING TONGUE BLK ORG `�� ORG a m oz 6 RED/GRN ® COMPRESSION a �� 1 RECT 24V - MAJOR (PRE-WIRED IN 24V) r m o 27 CRN/RED N w TERMIN4L O x v ORG BLK 24 YEL J(FAG #6, TEXT ID 16) w o x y o zi (SEE NOTE 2) i BLK GRN d 2� BRN w BR/RED iT`e GRN BLK 2� BLU RECT 24V - MINOR (PRE-WIRED IN 24V) m z a 2B w o LABEL p )(FIG /7, TEXT ID 17) O o 10 RED/SLT BLK BRN �� VIO w o 29 SLT/RED o J BRN BLK 8 BATTERY ACTIVE (PRE-WIRED IN 24V) o o e BLK/BLU (FIG /e, Texr ID /16) r i t 1 k o BLK SLT c 29 l rt 30 BLU/BLK <LL SLT BLK a 30 J NA n 12 BLK/ORG x YEL BLU a 31 e i 31 ORC/BUC x" BLU L e 32 0 NA Ll BLK/ORAL m PORT MARKED YEL ORG 33 a -o o 32 GRN/BL( s UNPROTECTED' ORG L — 34 — NA 14 BLK/BRN 'j RJ48 (TYP) BRN/B K ZZ YEL GRN a 35 — o n 15 BLK/SLT GRN L — 36 — NA O N SLT/BLK TO TELCO W CO +I =e 37 o 16 YEL/BLO 'O #6 AWG STRANDED °e 38 — 1 NA INTRUSION ALARMS 15 BLUM o CU. THHN GREEN 0 39 e ) JUMPER'D TOGETHER 17 '�/ORG INSULATED GROUND WIRE e BY ARGUS AND ROUTEDORG/YEL BONDED TO MOB 00 40 a NA TO PINS 13,14 CDS DATACOM P/N 36 YEVCRN OR GROUNDED ENCLOSURE _= 41 003610075-WXX 18 (SEE NOTES 1,2,3) 17 GRN/YEL _= 42 — NA w 19 YEL/BRN e 43 °e m m DRAIN PRE-INSTALLED RED o 44 NOTES TEMP ALARMS JUMPER'D BLK lI POWER COMPARTMENT 1. OBTAIN CABLE AND CONNECTOR ASSEMBLY FROM: NOTES: TOGETHER AND RED 45 I HIGH/LOW TEMP AND SmWN LONG CDs M 1. MOUNT SURGE ARRESTOR ON EXISTING DIN RAIL IF AVAILABLE, B ROUTED TO BU( 47 J BATTERY COMPARTMENT 972-424-7234 DIRECT OTHERWISE PROVIDE ATLANTIC SCIENTIFIC MODEL NO. 21605, 5-INCH 1/0 EXTENSION HIGH/LOW TEMP ALARMS 972-424-7620 FAX BOARD BY ARGUS ee 2. CABLE AND 37-PIN CONNECTOR COME PREWIRED FROM B ARD DIN RAIL, OR EQUAL, AND SECURELY MOUNT TO TELCO REAR PANEL, BATT AND CDS DATAGoM. _= 49 POWER BAY 3. 00x% - GABLE LENGTH W FEET. 2. ATTACH GROUND WIRE TO THE DIN RAIL, SEPARATELY FROM THE RAIL 0 50 INTRUSION ALARMS MOUNTING HARDWARE, USING STAINLESS STEEL BOLT, LOCKING WASHER AND NUT OR SELF-TAPPING MACHINE SCREW THAT FIRMLY GRIPS THE /N.C. ORD 0 0 O NOTE 3 NOTES FOR TE208 INTRUSION ALARM: ALARM CABLE FOR NOKIA SITES DIN RAIL BATTERY CABINET I 1) DISCONNECT WIRE /22 FROM N.O. (OPEN) TERMINAL OF SW5 @ CONNECT LOW TEMP ALARM JCOM ORO/WHT FI TO MALE 0.25' QUICK CONNECT (RED WIRE) FROM TE20B DOOR INTRUSION ALARM 3. TVSS MAY BE ORIENTED TO SUR SITE REQUIREMENTS. BATTERY CABINET N 0 BLU CABLE. USE PROVIDED FEMALE 0.25' QUICK CONNECT HIGH TEMP ALARM COM BLU Hi CONNECT2) NOW R INTRUSION ALARM CABLE TO THEN.OR(OPEN) TERMINALOFSW5 Tl SURGE SUPPRESSOR NOTES: _ S66M7—s0 RED 22 Z RED N.C. ALARM CABLE 2 SCAT: HIS _ ..__ 3 i BESUPPLIEDBLOCK 24V 898 BRACKET MANUFACi11 ERO TELCO F M INTRUROMS E208 BATTERY ON ALARM LE SCALE: NTS ` .�E-OF Nleft,;II 2. WIRE TO PROVIDE CONTINUITY WHEN CIRCUIT IS NORMAL. ALARM CABLE BACK BLK CABINET TO 66-ALARM BLOCK BLK CDM 3 INSTALL BRIDGING CUPS (SIEMON SA 1 25 OR EQUNALENT) AS REQUIRED. 4. TURN BACK AND STORE UNUSED CONDUCTORS. COM N.O. ARGUS 24 VDC 66 BLOCK ALARM ASSIGNMENTS ��,-- POWER COMPARTMENT SW5 120-0�-� 30-07 RE-EDITED FOR COISIMICIpN/PERIIIr MAN G)W JJS66 BLOCKALARM ASSIGNMENTS REAR UFT-OFF ACCESS PANEL 2D-O6 RE-mum FOR oomsin ucnmVPFIpRf MIK GJWA INTRUSION ALARM SCALE: NIS 72-06 RE-EDITED FOR PHR CJW JJ926-05 65TRD FOR CDLL4IRCD011/PDWR PHR ON .LIS 6SIED FBR CONSIIKICIKIK/PEWIT PHR CJI/ JS i n f i n I y 2� �� � m m MISCELLANEOUS engineering g EAST MARION ■ o -01-05 ISSUED FOR collsmucnor9/PvnRr MA( cw JIS 99 PINE SIPEET SITE NO. LI-1017 B -30-05 RE-S91ED FOR n�W/GOIRRT T W 3 „5 DETAILS A 5' ) t -2 9245 MAIN ROAD c i n g u a r ofTlcF: (5I N 12"7 a6 A 18-05 IS911FD FOR REVEW/C0111FTR PHR GM JUS FAX: (516)X34-2059 EAST MARION,NY 11939 1 50-034 WIRELESS °ATE aensoNs BY cHK Joe sE DRAWING NUMBER REV SCALE: DESIGNED: DRAWN: 24897 INYCENY10171 E06 1 6 _ I R R ! ALARMS ROUTED TO CINGULAR O 66-BLOCK ALARM BLOCK INSIDE THE FCINGULAR TELCO ENCLOSURE USING BELDEN #9566 6-PR /24UTP ALARMS PRE-WIRED BY ALARM CABLE D PURCEL i O O O O NOKl4 PIN O O 0 MCPA INTRUSION DOOR ALM M WHT ORG MCPA INTRUSION (MINOR) TO KB ALPHA 1 WHT BLU RF AMP FAULT_MCPA 850 RTN ORG HT (O1G 117.ra ID 131) ALARM PORT 19 BLU HT ) (FAC/u,TE%T 0 132) ENV ALM WHT/BLU 2 WHT ORG WHT BRN 36) ENV ALM BMCPA HIGH TEMP/FAN FAIL (CRIT) 20 ORG WHT �4 u" ( AMP FAULT_ 1900 RTN LU HT 121.TEXT 10 /35) 3 WHT GRN e 5 e (FIG/14.TFXT ID /36) FUSE ALM 21 GRN WM o 6 , N/A RTN 4 WHT BRN o 7 e MNR1 ALM m 22 N/A BRN MT e 8 o J 5 T SLT 23 SL NOTE: ONLY THE TOP ALARM MNR1 RTN <_m SLT HT �b MCPA rn o n CABLE IS SHOWN FOR CLARffY, z o J(FAC /17,,TE(T 10 031) S 3 ALARM CABLES WILL MNR2 ALM a m 6 RED BLU a 11 e BE PRE-INTEGRATED. —MNR2 RTN a 24 BLU RED 12 ) N/A MNR3 ALM art 7 RED ORG 13 25 ORG RED Eno 14 a N/A MNR3 RTN a 6 RED GRN 15 MJRA1 ALM WHT BRN 0 26 GRN RFD 16 N/A 0 i rn g RED BRN o 1�7 y BRN RED �� MCPA HIGH TEMP/FM! FAIL MJRA1 RTN 0 (FAC 121.MT l0 /35) MJRA2 ALM m 10 RED SLT a 19 ... MJRA2 RTN x 28 SLT RED a 20 e , N/A MJRA3 ALM m 11 BLK BLU — 21 DB-15 CONNECTOR TO OZ 29 BLU BLK — 22 — , N/A MATCH DUAL BAND m MJRA3 RTN m12 BLK ORG a 23 CHASSIS �g RF AMP FAULT-MCPA 1900 (CRR) CRITAI ALA m (FIG /14, TLTT ID /36) 30 ORG BLK a 24 e ) N/A CRITAI RTN 13 BLK GRN — 25 o e e 26 e 1 N/A CRITA2 ALM / e 27e CRITA2 RTN ee 29 00 , N/A CRITA3 ALTA CRITA3 RTN BRN WHT 30 =_ 31 MJRB1 ALM WHT GRN =0 32 =_ MJRB1 RTN e= 33 e— = 34 = MJRB2 ALM MINN= IN35 =_ MJRB2 RTN eo 36 =_ MJRB3 ALAI == 37 ee via == 38 oe B m MJRB3 RTN ee 39 =_ RF AMP FAULT_ 850 (CRR) CRRB1 ALM (FIC 113 1FM 032)ID /32) —— 40 —— . CRITB7 RTN == 41 00 CRITB2 ALM —= 42 =_ FROM MCPA CHASSIS == 43 oe CRITB2 RTN o 0 44 e e SIGNAL WIRE COLOR ALARM MINOR ALM BLK CRIT63 ALM e e 45 —o MCPA FAN FAILa 46 e e MINOR RTN RED CRTTB3 RTN TEMPORARY JUMPERS o WR A ALM GRN == 47 =o 1900 1-MCPA FAIL (REMOVE JUMPERS AS REQUIRED _ WR A RTN BLUE 48 = WHEN MCPA M0DULE(5) ARE X = CRT A ALM WHT/BLK 1900 2-MCPAT FAIL INSTALLED PER SECTOR/TECHNOLOGY) 49 oe CRT A RTN GRN/BLK e e 50 °o MJR B ALM ORG/BLK 850 1-MCPA FAIL O NOTES: Q Q Q NOTE 3 F CS-9 CRT B ALM RED/ 2 N 5• ST CRT B RTN BLUPERMANENT JUMPERSE Hi 650 2-MCPAR FAIL L S66M1-50 BLOCK W/89B BRACKET TO TELCO (TIES ALARMS IN SERIES) BE SUPPLIED W GC ff * O �C• 2. WIRE TO PR DE CONNNIJ" WHEN CIRCUIT IS NORMAL. T LL BRIDGING MCPA MAIN ALARM BLOCK 3. INSTABRING CUPS (SIEMON-SA-1-25 OR C EQUIVALENT) AS REWIRED. ,4 4. TURN BACK AN t1ODN/ RUCpEp/T Mw ON 6'•f� "^ 0N5 6 66-BLOCKALARM/N TELCO ENCLOSURE ) 5 20-06 R,:-�m� MAR On m; F � � �09�L ��' A SCALE: NTS 4 22-05 RE-I661R0 TOR CmaTRUCIpK puma PHR CJW 3 0-25-05 166uEO FOR COLSIPo nm/PERMT PM CJW JJs dir•�{/Y ✓ 2 o__- mum Pae ORlS,RUCIpII/PFW6T PM CJW JJ9 i n f i n i gcd EAST MARION • NEW , 26 Ds Bsltm TSR CW6MWr0VPMff PIRe uw JJ6 B O g I n . 6 T l 7 (J ■ o -0,—os mum Tae OIIWS OL1/Po66T MNT ON A ALARM DETAILS L 451 6T - SITE NO. LOAD �' n g u ' a AD9 m NT 122DT B 30-05 RE-Gmm FOR REV EW/COIROR MAK OJN As M:(518)) ss6 9245 MAIN ROAD /coL6on PHR CJW .L5 EAST MARION,NY 11939 A ,8-05 L411FD TOR REVEW NO DATE REVISIONS BY CHK P' JOB SffE DRAWING NUMBER REV 150-034 WIRELESS SCALE: DESIGNED: DRAWN: 24897 NYCENY1017 EO6A 1 6 NEW ■ o cingular JUN 2 2006 J WIRELESS 4.' SJIJI6 i,','. IOWf1 1 . Plar�re 6axrd 4 �_ a. r.• e = SITE NUMBER: LI-1017 CINGULAR ID: NYCENY1017 SITE NAME: EAST MARION DRAWING INDEX REV DIRECTIONS PROJECT INFORMATION FROM CINGULAR OFFICE TAKE 495 EAST TO OLD COUNTY ROAD (CR-58) TO MAIN ROAD (SR-25). FROM 1-495 APPROXIMATELY 26 MILES. SITE WILL BE ON THE LEFT OF MAIN ROAD. T01 TITLE SHEET A SCOPE OF WORK: AN UNMANNED TELECOMMUNICATION FAC INCLUDING THE INSTALLATION OF OUTDOOR EQUIPMENT CABINETS AND (6) PANEL ANTENNAS MOUNTED Z01 SITE PLAN A WITHIN FLAGPOLE' SITE ADDRESS: 9245 MAIN ROAD Z02 DETAILED SITE PLAN AND DETAILS A EAST MARION, NY 11939 Z03 ELEVATION VIEWS A LAND OWNER: EAST MARION FIRE DISTRICT VICINITY MAP P.O. BOX 131 Z04 LANDSCAPE PLAN A EAST MARION, NY 11939 APPLICANT: NEW CINGUTAR WIRELESS PCS, LLC Z05 CONSTRUCTION DETAILS A 15 EAST MIDLAND AVENUE _.. PARAMUS, NEW JERSEY 07652 43.1278-723414 TAX ID NUMBER: 31-3-11.37 25 LATITUDE (NAD 83): 41' 07' 40.1- LONGITUDE (NAD 83): 72' 20' 29.2" ELEVATION (NAVD 88): 32' AMSL 48 8 JURISDICTION: TOWN OF SOU11iOD _ CURRENT USE FIRE STATION PROPOSED USE: TELECOMMUNICATIONS FACILITY 25 se CURRENT ZONING: SPUT-ZONED HB AND R-40 ELECTRIC COMPANY: UPA ( TELEPHONE COMPANY: VERIZON w SITE QUALIFICATION PARTICIPANTS 25 NAME COMPANY NUMBER A/E JOHN STEVENS INFINIGY ENGINEERING (518) 434-2288 58 _ SAC JOY MOONEY HIGHLANDER CONSULTANTS, INC. (631) 581-8105 105 4 4. - 36 p27 LANDLORD DANIEL WOOD EAST MARION FIRE DISTRICT (631) 477-0539 3H 27 51 '�' - CON GERRY BROCK - BECHTEL (205) 335-5505 w 27 ...80 �y' RF TARIK OUAZZANI !_�F Nay TEL - (201) 755-2154 - A i nfi n i • _ " "� `� g y EAST MARION Nei engin ee ring ('p/ � tTITt�''SFiEET" .._ SITE NO. LI-1017 J° A . w9245 angular °fm E(5ie)14x z sed EAST MARION,ROAD A 20-00 159UED FOR ZCI�q MIX C,IN' Ja O 150-034 WIRELESS D41E R1VIsms w CHK >100 S E DRAWING NUMIM REV SCLLE: DESIGNED: a+AWN: A 4897 YCENY101 TO/ A n.n w GENERAL NOTES: I N/F 1. SITE PIAN INFORMATION WAS WAS BASED ON VARIOUS SOURCES ANTHONY LEKAKIS OF INFORMATION INCLUDING FIELD NOTES & MEASUREMENTS D ZONED: R--4040 USE: RESIDENTIAL HAND SITE PIAN IS NOT TO SCALE. PERFORMED BY INFlNIGY ENGINEERING, PL-C OF NY. I ' ACTUAL FIELD CONDITION U 2. THIS PROPOSAL IS FOR AN UNMANNED TELECOMMUNICATIONS FACILITY � EXISTING BUILDING STRUCTURE IS CONSISTING OF PANEL ANTENNAS MOUNTED TO A FLAGPOLE N/F ��' �y 2 •� NOT WHAT IS DEPICTED ON THIS CHERYL L. BONDARCHUK I �9� Z03 PLAN. CINCULAR COMPOUND AND PLACEMENT OF SMALL, WEATHERTIGHT RADIO EQUIPMENT CABINETS USE: RESIDENTIAL - 1 FAMILY RESIDENCE �, 'J' $' \ TOWER SETBACK DIMENSIONS ARE WITHIN THE SUBJECT LEASEHOLD, AND ASSOCIATED APPURTENANCES. ZONED: R-40 'P �� \� TRUE FROM PROPERTY LINES. EXITING 3. THE PROPOSED LINGULAR WIRELESS SERVICES FACILITY WILL BE UNMANNED AND CONIC. SLAB S DOES NOT REQUIRE WATER OR SEWER SERVICE. VT54� o �0\� 4. THE PROPOSED CINGULAR WIRELESS SERVICE FACILITY IS UNMANNED, AND IS NOT f LOT 1 V u: �; ?<V / �•� N F 90 \� INTENDED FOR HUMAN HABITATION AND THUS DOES NOT REQUIRE HANDICAP A$��/ ar ary \ WHITE SWAN EMLL ACCESS. N�•'� a FFENC�tD�LFASE Sq •• USE: 1 FAMILY \� 5. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION ZO2 WITH 120' FLAGPOLE \ RESIDENCE BY CINGULAR WIRELESS TECHNICIANS APPROXIMATELY (2) TIMES PER ; ZONED: R-40 �� MONTH. }41 NF ( EASTERN BREEZES �\ �� 6. NO STROBIC LIGHTING IS INCLUDED IN THIS PROPOSAL. R.E. ��. 136' ` USE: 1 FAMILY • ISTId. 7. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM EX NG U• BUBDING 5 1.7 RESIDENCE \Y THIS PROPOSAL t i $A - ZONED: R-40 \ia i 8. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. • \ix `•`` 9. EXTERIOR SIGNS ARE NOT PROPOSED. N/F lip ♦ PROPOSED ACCESS THROIJA `Y^ i� 10. NO NEW ACCESS ROAD WILL BE REQUIRED UNDER THIS APPLICATION. C GEATRAKIS & GEORGE \EXISTING ENTRANCE AND % KORTSOLAKIS `. ARKING AREA �� 11. TOTAL AREA OF DISTURBANCE UNDER THIS PROPOSAL: 370 SF3 USE: RURAL RESIDENTIAL ZONED: R-40 .Eq£ \ • i 12. THE INCREASE IN STORM WATER RUNOFF DUE TO THE INCREASE IN IMPERVIOUS AREA IS INSIGNIFICANT. EXISTING DRAINAGE PATTERNS WILL NOT BE ALTERED. THEREFORE, DRAINAGE STRUCTURES ARE NOT PROPOSED. 13. ALL CONSTRUCTION FOR SITE IMPROVEMENTS SHALL CONFORM TO APPLICABLE \\\JJJ,� Q` i �� SPECIFICATIONS, STANDARDS, AND REQUIREMENTS OF THE GOVERNMENTAL `% 9 �+7 OR UTILITY AUTHORITIES HAVING JURISDICTION. iG 14. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER °��S'• �. .y�i �i 431 UTILTIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF N/F • M1 EXISTING �° �' THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. USE:S1 LVIA M.FAY RESIDENCE ,y265 FIREHOUSE NOTE:g i NOTE: METES AND BOUNDS ARE TAKEN EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN ZONED: R-40 \ ` P� FROM A SURVEY PERFORMED BY EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. B ory O PECONIC SURVEYORS PC, LICENSED CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING yA i HAND SURVEYOR. CREW. THIS WILL INCLUDE BUT NOT LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION S 6540.00 19,38' fj, i� 15. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWING AND STIPULATED IN THE PROJECT SPECIFICATIONS. 'S NF 'Wry EXISTING 16. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER 6 E.M. WAR MEMORIAL ASSOC. UTILITY POLE REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. USE: RESIDENCE ZONED: HEI �L 17. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW SITE PLAN AWAY FROM THE RADIO EQUIPMENT AND TOWER AREAS. n T 18. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. x 19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE SYMBOLS AND MATERIALS SITE LEGEND EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING. ----_- CALLED NORTH i 20. THE ARIAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND DETAIL REFERENCE PROPERTY LINE NOT COVERED BY THE PROPOSED IMPROVEMENTS SHALL BE RESTORED AS REQUIRED. SECTIONS AND DETAILS K N K- FENCE LINE 21. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, p E ELECTRIC SERVICE SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. O CONCRETE I TELEPHONE SERVICE 22. ALL SITE WORK SHALL BE COORDINATED WITH THE PROPERTY OWNER AS REQUIRED. EARTH S PROPOSED CONTOUR 23. CONTRACT O ALERT: 8DO-962-7962 TO A LOCATE IOR TO'CONSTRU_CTION-, - - GRAVEL/STONE so EXISTING CONTOUR a S T (� Q ♦ r 1 e 119 I n I 111 I s g EAST MARION • NE: x SITE PUIV-- � QG/ SITE NO. LI-1017 ' singular NBYII. NY 1=7 s1 ort t18) wstiuee 9246 MAIN ROAD A '10-HIR b91RD RIR 20NIq IYK CIW ARi rAz: ( 1e)4s•-mss EAST MARION,NV 11938 WIRELESS 0 DAIS REVISIONS BY CHK P' I 5TE DIRWIBE NG NUMR REV 150-034 9 E: DESIGNER . SION 24897 GENYI017 zo1 A ' AUX CABINET SUPPORT POST + BRACKET FOR CHANNEL (PIROD INC OR EQUAL) EXTENDED T HANGER BRACKET CUT POST LENGTH TO SUIT BY CABLE(PIROINC OR EQUAL) MAXIMUM ALPHA 850/1900 REMOVING UNCAPPED END (PIROD (P ROD PART NO. 80226) D }� 24 VDC PART N0. 852168 OR 852163) 9' WIDE ICE BRIDGE BETA 850/1900 BTS Q CHANNEL (PIROD INC. OR Q EQUAL) CUT ICE BRIDGE INSTALL DRIP LOOP ON ANTENNA GAMMA 850/1900 BIS BATTERY CABINET CHANNEL LENGTH TO SUR (SEE NOTE) (PIROD PART CABLES AT BOTTOM OF NO. 852168 OR 852163) TOWER/MONOPOLE BENDING PROPOSED RADIUS PER MANUFACTURER'S �� ) ANTENNA CABLES STANDARDS 4^ ARRANGEMENT COM M SCO P E BY CO ( NTRACTOR. II 42 S NOMINAL CABLE PARTCABLE HANGER MANUF. MIN. z FOR CABLE HANGER CABLE SIZE NUMBER PART NUMBER BEND RADIUS p SEE TABLE BELOW 7/8- FXL1070PE 1070EZS 10' MCRA CABINET - U 1 1/4" FXL148OPE 1480EZS 15" LOCATION OF CRIGOIAR EQUIPMENT ON '., APPROXIMATE 70'-O'x22'z8' DEEP PROPOSED 1 5/e' CR1973PE 1873EZ5 20" (/ CONCRETE PAD 2"ABOVE EXISTING GRADE UMTS BTS PROPOSED CINGULAR 120' FLAGPOLE u CONCRETE PIER C BUFFER PROPOSED LANDSCAPE .r PROPOSED 290 SQ. FT. CINGULAR FENCED AREA - (6' BLACK VINYL COATED CHAIN LINK FENCE) 12' PROPOSED 16'X22' LOCATION OF CINGULAR CINGULAR LEASE AREA GPS ANTENNA MOUNTED TO PIPE MOUNT PROPOSED POWER/ CCAABNTS LE ICE BRIDGE DETAILTELCO FRAME 2 2 UNISTRUT PIPE/CONDUIT CLAMP P1119 OR P2558-35 (GALV.) (TYPICAL) FOLLOW MANUF. RECOMMENDATIONS FOR DUAL 150 WATT 120 VOLT DETAILED SITE PLAN BOLT TORQUE NGDESCLM FLOOD LIGHTS SCALE; 1 CALLED NORTH 3 1/2" O.D. — POST �UNISTRUT PIOOI (GPPRVIRON DETRACT QE °R TO (G" B GENERAL SITE NOTES: o MOUNTING �- F w HARDWARE o S 3"0 SCH.40 t. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH n-+ wo PIPE (GALV) w UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. I o >p w~ 15 AMP, 120V, 3 HOLE 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UNLRIES 91 UNISTRUT P1001 (GALV) 80X, THROUGH FEED. WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, w SINGLE POLE TOGGLE GAL AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE UNISTRUT P1001 SWITCH AND NEMA 3R RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE iv J-BOX AND PLATE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR FINISHED GRADE NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING ENGINEER. tl A 3. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, rbi It �i t_ FNe- WHICH INTERFERE E/--� THE EXECUTION OF THE U U 4 �T CAPPED, PLUGGED OR OTHERWISE DISCONTINUED VATRPOINTS WHICH WILL N AND/OR INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL 10"0 PLAIN OF AN ENGINEER. �j CONCRETE OR 4. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW SAKRETE PIER AWAY FROM ALL EQUIPMENT AND TOWER AREAS. 5. GARBAGE, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL ELECITELCO SUPPORT RACK BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER.. 3 F 0' / S. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT SCALE; NTSO t 0se COVERED BY THE BUILDING OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM A SLOPE, FERTILIZED, AND SEEDED. r SStCN e nM fD nt g 9 y EAST MARION .• NES I a DETAILED SITE PLAN 99 PWE a1REEf SITE NO. LI-1017 AND DETAILS onxc: t(sta)wt,-uae 9245 MAIN ROAD FAX: (5ta) U -2 s FAST MARION,NY 11939 c i n g ua r A 20-00 199UFD FOR 20MN0 MAX GF/ A6 ... _. 150-034 WIRELESS °"� REV51ON5 B I D'R JOB SITE i DRAWING NUMBER REV - SCALE DESIGNED: DRAWN: 24897 NYGENY1017 2112 A D SECTOR 1 — 30' PROPOSED FLAGPOLE FIRE DEPARTMENT EQUIPMENT (TO BE ENT ILLED AND FIRE NNSTALLED BY OTHERS) (TO BE SUPPLIED�wT ANS INSTALLED BY OTHERS) SECTOR 3 — 250' SECTOR 2 — 150' PROPOSED CINGULAR EQUIPMENT PROPOSED CINGUTAR EQUIPMENT AREA (2) ANTENNA PER SECTOR AREA (ED ANTENNA PER SECTOR PROPOSED ONG"AN7ENIMS SEE SHEET E04 FOR ADDITIONAL SEE SHEET E04 FOR ADDITIONALSECTOR (2 ANIBM PER SECTOR) INFORMATION INFORMATION MODEL f.•KANMEM 800 10121 CALLED NORTH ANTENNA LAYOUT FIRE DEPARTMENT EQUIPMENT (T4 SUPPLIED AND FIRE DEPARTMENT EQUIPMENT INSTALLED BY OTHERS) (TO BE SUPPLIED AND INSTALLED BY OTHERS) C W Z W Z J U W 2 Z J U W Z yJ FW W 11 0.3" 1 W U 0 H z = SII UU Z O U QV 00 Z W p Z O Q Z W U O 6 1 40 m N ♦♦ Z J -H {I U N 10.3- Z -H c� V U p Z I 0 * _ o H B ANTENNA MODEL - 800 10121 o I -ANTENNA WEIGHT 46.3bs * p LOCATION OF GPS 41 ANTENNA MOUNTED TO H-FRAME PROPOSED e' BLACK ANTENNA DETAIL MODEL #: VINYL CHAIN uNK FENCE KATHREIN 800 10121DNE cNWaaAN PROPOM90D cWKxKAR N S 3 PROPOSED 6' BLACK EQUIPI VINYL CFNIN LINK FENCE ID I GRADE L (AMSL) GRADE LEVEL - 32' (AMS,.) TOWER FOUNDATION DESIGN GRADE LEVEL - (AGL) GRADE LEVEL - 0' (AGL) (BY OTHERS) TOWER FOUNDATION DESIGN (BY OTHERS) SOUNOT TO TH ELEVATION-_<> �' EAST-E - ' ' Nor ro scN.E ;� ff n I i n 9 �I EAST MARION � NEW � engineering C.��/ � c� se , s1= SITE NO. LI-1017 245 MAIN ROAD `d Ng ELEVATION VIEWS IASiT MARION,NY 111939 �' a VA 611 m Fox z4MNo MMr cw As A �f 0150-034 WIRELESS REVISIONS In cw P ��SS7 SITE DRAMNC NUMBER REV SCALE DESIGNED: DRAWN: 24897 YCENYIO17 21431 A SET TREE PLUMB PRIOR TO STAKING D EXCEED PB TO STAKE EXCEED DWAEIER OF ROOT841 BY 24" RUBBER HOSE 120' TIP. II (2 PLY GREEN) ROOTBALL II CLAY WIRE II GUY WIRE RUBBER HOSE (DOUBLE STRAND, 2 PLY WIRE PUN �}'L� II ±300 SF. APPROVED MULCH 3"APPROVED MULCH (3" BETTED DEPTH) f_4.RU3AR STAKE D B� G C%TIVATED SOIL- 1 y DRIVE24 DIAMETER LARGER �• v SCARIFY RISE TNN ROOT 841 OF PLANT PR OR CROONER II II OOTBALL ADD EXCAVATED SOIL AS NEEDED TO BRING TREE TO FINISHEDT GRADE; PREVENT SECTION TAMP TO PRLVESETTLING '• II , TREE STAKING AND GUYING NOT TO SCALE EASTERN RED CEDAR (lYP) PROPOSED 5' LANDSCAPE GENERAL PLANTING NOTES BUFFER 1. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK", LATEST EDRTON, REPRESENT GUIDELINE II " SPECIFlCATIONS ONLY AND SWV1 CONSTITITTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL 2. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER'S REPRESENTATIVE BEFORE, •�) DURING, AND AFTER INSTALLATION. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UDLRIES AND SWILL AVOID DAMAGE TO ALL UTILITIES DURING COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO UTILTTIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. 4. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 5. ALL PLANTS MUST BE CONTAINER-GROWN OR BALLED AND BURLAPPED AS SPECIFIED. 6. ALL TREES MUST BE STRAIGHT TRUNKED, FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 7. ALL TREES MUST BE GUYED OR STAKED AS SHOWN. LANSCAPING PLAN 1 CALLED NORTH B. ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 1rc o 10' m' 9. THE ENGINEER'S REPRESENTATIVE WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. 10. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS B BEFORE PRICING THE WORK. 11. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZATION, ETC.) OF PLANTING AREAS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE ENGINEER'S REPRESENTATIVE. TOTAL AREA OF LANDSCAPED—Sm ;300 SF 12. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS TINDER A MIST SYSTEM PRIOR TO INSTAURNS BRION. PLANT MATERIALS LIST 13. ANY PLANT MATERIAL THAT DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SWW. BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTIT Y, SIZE AND MEETING ALL SPECIFICATIONS. 14. THE CONTRACTOR SHALLCOMPLETELY GUARANTEE ALL MATERIAL FORA PERIOD OF ONE QUANTITY COMMON NAME SIZE REMARKS (1) YEAR BEGINNING ATTTHE DATE OF TOTAL ACCEPTANCE.CE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. 12 EASTERN RED CEDAR Y MIN. HEIGHT 0 EQUALLY SPACED - - �oF raF r ALL PUNTING AREAS WILL BE TILLED AND PREPARED FOR S TF PLANTING BY THE ADDMON OF APPROPRIATE SOIL AMENITIES AND TOPPED WITH MIN. 3"APPROVED MULCH. N r A ;`s i .O 0 ),10g6 A I - L✓ 1 ti • 1`9 SStONP� �) B n9 fD nI 9 g J EAST MARION NE: Y(' Cp/ LANDSCAPE PLAN REET 99 NNE STSITE NO. LI-1017 AU . W 1=7 once 4(518) wu uw 9245 MAIN ROAD C' g u a r FM: ($18) w -209 EAST MARION.NV 11939 A 20-06 ��FOR ZOIMO MAX ' Q!; 150-034 WIRELESS MTE REVISIONS BY CHK P' JOB i I SITE i I DRAWING NUMBER REV SCII-E: DESIGNED: DRAWN: 24897 INYCENY10171 Z04 A 4'-0" GATE OPENING D END OR CORNER POST (TYP.) 10'-0" MAX. 2" MESH, 9 GAUGE SPACING GALV. BLACK VINYL 7MlPEEUTCH WITH FPROVISION FOR COATED CHAIN LINK LINE POST (TYP.) 1-1/2 PAIR INDUSTRIAL rBLACK PADLOCK (PAGE—WILSON TYPE 75 1 1/4'6 BRACE RAIL PIAN MALLEABLE (PAOFF ET GE—WILSON GATE LATCH ASSEMBLY OR EQUAL) '� TOP RAIL (TVP) M-6 OR EQUAL) 3/8'4 TRUSS ROD WITH UNKwks TURN BUCKLE. `o �o 2 1/2" O.D. POST 2" CROWN [1-1/2' 3-1/2' m ;� (TIP.) FINISH GRADE o < A m3 /7 GAUGE b- oz NE WHICHEVER is GREATER I>•_I f.•�^ ? I'I�FROM BOTTOM TENSION WIRE 2" CONC. $z 1'-2" n 12" 0 FOR C UNE POST , .I I, ELECTRICAL COPPER BRAID 1Uj CONE ETE (TYP.) SEE GROUNDING DETAILS4IFrJ L�J FOOTING, TYP. II 10'-0" MAX. I L :.•.<:^i .<- ��L SPACING (TYP.) , .� F----+�6• TYP. FOR END, 1'-2" CORNER, & GATE POSTS GATE DETAIL CHAIN LINK FENCE DETAIL ELEVATION SONE: N S SCALE: NTS 2 B METAL GATE DETENT FENCE NOTES: INSTALL WITH SLOTS FINISH GRADE PARALLEL TO FENCE ',? w 1. FENCING MATERIALS SHALL BE OF GALVANIZED STEEL 2. POST, BRACES AND GATE FRAMES SHALL BE SCHEDULE 40 (STANDARD WEIGHT) PIPE. SIZES SPECIFIED ARE NOMINAL D�� R�yyER. _ _ 3. DOUBLE SWING GATE SHALL BE PROVIDED WITH TUBULAR PLUNGER i l I I ', it I 1 �_� 1=1 �! •I! _ _ BAR. 1 LOCK KEEPER, 1 LOCK KEEPER GUIDE, 2 LATCH FORKS, '✓�' a � —) — ,� ,s -- III —� � 2 FORK CATCHES, 1 CATCH FOR PLUNGER BAR, AND 2 GATE STOPS LOCATED AS DIRECTED BY THE OWNER. - s I-•• 4. POSTS, CAPS AND OTHER NECESSARY FENCE FIRINGS SHALL BE AS I MANUFACTURED BY THE FENCE MANUFACTURER OR EQUAL CONCRETE HINGES SHALL BE OF GALVANIZED STEEL CONCRETE 5. POSTS SHALL BE SPACED EQUIDISTANT BUT NOT MORE THAN 10' O.C. 1U' 6. BOTTOM OF FENCE SHALL BE NO MORE THAN 3" ABOVE 10" GRADE AT ANY SECTION. GATE DETENT DETAIL OF Ne "S a GATE/STOPPER DETAIL A �, s SCME: NTSri _ A e n9 fD � Pi n s g y SITE NO.MARION LI-O7 XE S or�l1 np CONDETA�LSION ( Cp/ ingulari7kc '0�� 9V pw STREET ,uav(n.8) T3TR) 9245 MAIN ROAD A 211--06 MMM71 FOR ZOM110 19))43 2� EAST MARION,NY 11939 150-034 WIRELESS TINE RENsI0N5 JOB SITE DRAWING NUMao REV SCALE DEIGNED: DRAWN: 24897 YCENYI0171 ZOs IA w D (� E � d � NEW D D � • MAY 2 3 2006 ; ; ■ cin ular , Southold Town `_ Plannin Board WIRELESS SITE NUMBER: LI-1017 CINGULAR ID: NYCENY1017 SITE NAME: EAST MARION DRAWING INDEX REV DIRECTIONS PROJECT INFORMATION FROM CINGULAR OFFICE TAKE 495 EAST TO OLD COUNTY ROAD (CR-58) TO MAIN ROAD (SR-25). FROM 1-495 - APPROXIMATELY 26 MILES. SITE WILL BE ON THE LEFT OF MAIN ROAD. T-01 TITLE SHEET 4 SCOPE OF WORK: AN UNMANNED TELECOMMUNICATION FACILITY INCLUDING THE INSTALLATION OF OUTDOOR EOUIPMENT CABINETS AND (6) PANEL ANTENNAS MOUNTED 001 SITE PLAN 4 WITHIN FLAGPOLE. 45 IuAIN 002 DETAILED SITE PLAN AND DETAILS 4 SITE ADDRESS: EAST MARION. NNYY 11939 CO2A GRADING, EROSION&SEDIMENT CONTROL NOTES 4 LAND OWNER: EAST MARION FIRE DISTRICT AS 131 CO3 ELEVATION VIEWS 4 VICINITY MAP EBOX EAST MARION. NY 11939 APPLICANT: NEW CINGULAR WIRELESS PCS. LLC C04 CONSTRUCTION DETAILS 415 EAST MIDLAND AVENUE PARAMUS. NEW JERSEY 07652 43.1278-72.3411 C05 CONSTRUCTION DETAILS 4 :�;:� - m TAX ID NUMBER: 31-3-11.31 ! OF NEpy LATITUDE (NAD 83): 41' 07' 40.1' .`` y CO6 CONSTRUCTION DETAILS 4 T'�� LONGITUDE (NAD 83): 72' 20' 29.2' AP S' STF� O� C07 CONSTRUCTION DETAILS 4 ELEVATION (NAND 88): 32' AMSL � f C08 CONSTRUCTION DETAILS 4 49 JURISDICTION: TOWN OF SOUTHOLD * * e r CURRENT USE: FIRE STATION C09 LANDSCAPE PLAN 4 PROPOSED USE: TELECOMMUNICATIONS FACILITY 'J. ;i- •r€,i _a ? E01 EXTERIOR GROUNDING PLAN 4 ,'28A - CURRENT ZONING: SPLIT-ZONED HE AND R-40 SFO 01096 =O E02 UTILITY ROUTING PLAN 4 }. `� 1 114 ELECTRIC COMPANY: LIPA pRpFESS101' E03 ELEC/TELCO ONE-LINE AND PANEL SCHEDULE 4 TELEPHONE COMPANY: VERIZON E04 ANTENNA SCHEMATIC AND RF SCHEDULE 4 ,,.:... ' SITE QUALIFICATION PARTICIPANTS E05 E911 SCHEDULE AND BILL OF MATERIALS 4 T9" NAME COMPANY NUMBER E06 MISCELLANEOUS DETAILS 4 i. qg i s A/E JOHN STEVENS INnNIGY ENGINEERING (518) 434-2288 E06A ALARM DETAILS 4 Se SAC JOY MOONEY HIGHLANDER CONSULTANTS INC. 631 581-8105 aF 105 n. > m, 2 24 r _a LANDLORD DANIEL WOOD EAST MARION FIRE DISTRICT (631) 477-0539 29 3g 2J 1 ` m ,.- -•„ CON GERRY BROCK BECHTEL (205) 335-5505 YC).1 RF TARIK OUAllANI, BECHTEL _ (201) 755-2154 A .•. _ 4 23-03 K-ISSUFD sm CONSTPUCIIdI/Yfl01R PHRI CJW JJS / -... J 0-25-03 B914D iW WNSIRILCnm/P PIR CJW IM 2 0-01-03 am FOR 00NS1111MOK ERMIT "cm A9 W , -xe-Os men PER caaimlclaN/Pnlur PNR QW .us . >� 1 It It n9 9It e 9 nl R�9 g Y EAST MARION xj_ ' � ' o of os mm rae mn acnon/remR wK ca Ja ` TITLE SHEET 33 PINE S 1220 ��C+:°'/ SITE NO. LI-1017 AlRwr.Nr 12:m a 3a-os RE-u3um Fpe REYEw/COEeIDrt Ma( cJw omc[: (513)4x-22m 8245 MAIN ROAD ar FAK (518)434-2059 EAST MARION,NY 11939 A 11-03 mIEO FOR RV Ew/a01YENT PIR CJw AK 150-034 WIRELESS MTE RDTtIONS W CHK JOB se DRAI"NG NUMBER REV SCAIE DEWNED: 1OR : 24897 INYCENY1011 rot 1 4 6 5 1 - 3 - 2 1 1 Y. n i GENERAL NOTES: I N/F 1. SITE PLAN INFORMATION WAS WAS BASED ON VARIOUS SOURCES ANTHONY LEKAKIS `\ OF INFORMATION INCLUDING FIELD NOTES & MEASUREMENTS ZONED: R-40 SITE PLAN IS NOT 70 SCALE. USE: RESIDENTIAL VACNAT LANG \ PERFORMED BY INFINIGY ENGINEERING, PLLC OF NY. D 1 ACTUAL FIELD CONDITION OF 2. THIS PROPOSAL IS FOR AN UNMANNED TELECOMMUNICATIONS FACIUTY i" EXISTING BUILDING STRUCTURE IS CONSISTING OF PANEL ANTENNAS MOUNTED TO A FLAGPOLE N/F /'� ( \ HU RCMP PLACEMENT OF SMALL, WEATHERTIGHT RADIO EQUIPMENT CABINETS A CHERYL L BONDARCHUK 1 q1' z� Q03 PLAN.NOT WHAT AT IS DEPICTED ON THIS ND AND WITHIN THE SUBJECT LEASEHOLD, AND ASSOCIATED APPURTENANCES. USE: RESIDENTIAL - 1 FAMILY RESIDENCE '� '1 TOWER SETBACK DIMENSIONS ARE ZONED: R-40 'P '�� TRUE FROM PROPERTY LINES. y� EXISTING G'1 `.9� 3. THE PROPOSED LINGULAR WIRELESS SERVICES FACILITY WILL BE UNMANNED AND W �CONC. SLAB `$0, \S DOES NOT REQUIRE WATER OR SEWER SERVICE, Aj50/ NP -'� AS \,gyp 4. THE PROPOSED CINGULAR WIRELESS SERVICE FACILITY IS UNMANNED, AND IS NOT LOT 1 a •� Ni INTENDED FOR HUMAN HABITATION AND THUS DOES NOT REQUIRE HANDICAP„Tfi% I PROPOSED 18'x22' u• \�� �� \ WHITES AN EMLLO ACCESS FENCED LEASE MFA �'•. \\ USE: 1 FAMILY \ 5. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION 'MIH 120' FLAGPOLE \ RESIDENCE BY CINGULAR WIRELESS TECHNICIANS APPROXIMATELY (2) TIMES PER \ ZONED: R-40 MONTH. N/F EASTERN _• \ 6. NO STROBIC UGHTING IS INCLUDED IN THIS PROPOSAL. EXISRNG ,136' NO NOISE. \\ m USE: 1 FAMILY G;i�`\\ \T• },A 7, SMOKE, DUST OR ODOR WILL RESULT FROM BUILDING A 5 �a RESIDENCE \� ZONED: R-40 '. THIS PROPOSAL. B. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. \\\\ i yo 9. EXTERIOR SIGNS ARE NOT PROPOSED. N/F k9,A0 PROPOSED ACCESS THROUCHA 1Y^ 10. NO NEW ACCESS ROAD WILL BE REQUIRED UNDER THIS APPLICATION. C GEATRAKIS & GEORGE / \ EXISDNG ENTRANCEACCESS AND KORTL LAKISREBID \\ \ MKINC AREA \ 11. TOTAL AREA OF DISTURBANCE UNDER THIS PROPOSAL: 370 SF3 USE: RURAL RESIDENTIAL '`, i�- ZONED: R 12. THE INCREASE IN STORM WATER RUNOFF DUE TO THE INCREASE IN IMPERVIOUS AREA IS INSIGNIFICANT. EXISTING DRAINAGE PATTERNS WILL NOT BE ALTERED. THEREFORE, DRAINAGE STRUCTURES ARE NOT PROPOSED. \+Q' � 13. ALL CONSTRUCTION FOR SITE IMPROVEMENTS SHALL CONFORM TO APPLICABLE 74, SPECIFICATIONS, STANDARDS. AND REQUIREMENTS OF THE GOVERNMENTAL �� }{� AOi; OR UTIUTY AUTHORITIES HAVING JURISDICTION. 14. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER X01. .' h1 �� UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED / Pi•• i M \ kA iii AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF SYLVIANMF DALEY M1 EXISTING ?' �' ' THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. USE: 1 FAMILY RESIDENCE 'Ly65 \1 FIREHOUSE bo\ 1�J9 NOTE: METES AND BOUNDS ARE TAKEN ` `<.' ' EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN ZONED: R-40 \\ ` QQ i FROM A SURVEY PERFORMED BY EXCAVATING OR PIER DRILLING POUND OR NEAR UTILITIES. �' PECONIC SURVEYORS PC, LICENSED CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING �0 LAND SURVEYOR. CREW. THIS WILL INCLUDE BUT NOT LIMITED TO A) FALL PROTECTION S 6 W ``�, B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION 19.38' • !� .�0 ' i 19.38' U,'r i 15. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWING AND y STIPULATED IN THE PROJECT SPECIFICATIONS. n. N/F WEXISTING 16. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER B E.M. WP MEMORIAL ASSOC. UTILITY POLE USE: RESIDENCE REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. ZONED: HB 17. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW SITE PLAN n AWAY FROM THE RADIO EQUIPMENT AND TOWER AREAS. %ALE: T 18. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH s0' 0 Qo' im' UNIFORM GRACE PRIOR TO FINISHED SURFACE APPLICATION. 19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER _ QF NE(1/Y SHALLEBE REMOVED AND/ORCH INTERFERE WITH THE C CAPPED, PLUGGEIDNORF THE OTHERWISE SYMBOLS AND MATERIALS �Q S. STfVF�P EXECUTION ODAT POINTS F THE WORK,WHICH WILL SUBJECT TO NOT THEINTERFERE APPROVALWITH OF THE SITE LEGEND o� ti —_---- g ENGINEERING. DETAIL REFERENCE CALLED NORTH * 20. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND PROPERTY LINE v Wo r W NOT COVERED BY THE PROPOSED IMPROVEMENTS SHALL BE RESTORED --K M %- FENCE UNEC' W AS REQUIRED. p SECTIONS AND DETAILS 2 _ _ 21. EROSION CONTROL MEASURES. IF REQUIRED DURING CONSTRUCTION, E ELECTRIC SERVICE CQ �1p96 �� SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. CONCRETE T TELEPHONE SERVICE pROFfssl(o) �- 22. ALL SITE WORK SHALL BE COORDINATED WITH THE PROPERTY OWNER AS REQUIRED. EARTH `-- PROPOSED CONTOUR 23. CONTRACTOR SHALL CONTACT DIG ALERT: 800-962-7962 TO LOCATE UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. A GRAVEL/STONE 50 EXISTING CONTOUR 4 22-0! 1E-IS911ED TDR 00161RUCIpN/PpU4f MIR CW 3 P0-25-01 FDR cwAT n 7cNYPuart PIR F.V 4B: . e n { z 0 a mun M wsnwmaMPoe�r P1n c w ars 9 I n � ni n 9 g y EAST MARION • NES I -at-05 mum M mnimRW�P MPR m ais l •✓- 99 MITE 918ET ��y�/ SITE NO. LI-1017 SITE PLAN ALBARr.NY 1=7 a 30-05 RE-R9lD MR REARW/DOLRpD MAK cJr 4u (4 518) z 9245 MAN ROAD c n g u a r A 18-03 mum m R /omI NRR EAST MARION,NY 11939 150-034 WIRELESS 0`TE RE`m°RS w u•HK AWE mR i I DRAINING Wm REV SfNe oFSIClED: Dpi 24897 NYCEW101 COT 4 6 5 4 3 2 1 D �- AUX CABINET SUPPORT POST + BRACKET FOR EXTENDED 7 HANGER BRACKET CHANNEL (PIROD INC OtEE (pIROD INC OR EQUAL) MAXIMUM ALPHA 850/1900 BTS CUT POST LENGTH TO CABLE SPAN - 3'-0' (7YP) p REMOVING UNCAPPED E (PIROD PART NO. 802262) Q 24 VDC PART NO. 852168 OR 9' WIDE ICE BRIDGE BETA 850/1900 BIS II CHANNEL (PIROD INC. OR II GAMMA 850/1900 HIS RATIERY CABINET EQUAL) CUT ICE BRIDGE INSTALL DRIP LOOP ON ANTENNA / CHANNEL LENGTH TO SUR CABLES AT BOTTOM OF (SEE NOTE) OR(PI8 PART TOWER/MONOPOLE. BENDING NO. 852168 OR 852163) RADIUS PER MANUFACTURER'S PROPOSED V) ` ,. STANDARDS ANTEN ARRANGEMENANTENNA TCOMMSCOPE BY CONTRACTOR. NOMINAL CABLE MANUF. MIN.PART CABLE HANGER BEND RADIUS FOR CABLE HANGER SLE SIZE NUMBER PART NUMBER SEE TABLE BELOW 7/6" FXL1070PE 1070EZS 10" MCPA CARNET1 1/4" FXL1480PE 1480EZS 15' LOCATION OF CINGUIM EQUIPMENT ONAPPROXIMATE 10'-O'x22'z8' DEEP PROPOSED1 5/e" CR1973PE 1873EZ5 20' CONCRETE PAD 2'ABOVE EXISTING GRADE UMTS BTS \ j 20' FLAGPOLE PROPOSED UTAR CONCRETE PIERCOBPROP�RED LAN PROPOSED 290 SQ. F7. Z CINGULAR FENCED AREA 12' PROPOSED 16'X22' LOCATION OF CINGULAR CINGULAR LEASE AREA GPS ANTENNA MOUNTED TO PIPE MOUNT CABLE ICE BRIDGE DETAIL 2 PROPOSED POWER/ 3 TELCO FRAME CO2 UNISTRUT PIPE/CONDUIT CLAMP P1119 OR P2558-35 (GALV.) (T(PICAL) FOLLOW MANUF. RECOMMENDATIONS FOR DUAL 150 WATT 120 VOLT DETAILED SITE PLAN BOLT TORQUE INCADESCENT FLOOD LIGHTS DSCALE; 7 CALLED NORTH 3 1/2'O.D. 4.-0. I' a a' POST FUNISTRUT P1001 (GAIN) PPROVIDCONTRACTOR TO B GENERAL SITE NOTES: HARDWAG HARDWARE o. 9� 3"O SCHAD � 1. THE SUBG SHALL BE COMPACTS AND BROUGHT TA SMOOTH LV) -� w o PIPE (GA UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. io 15 AMP, 120V, 3 HOLE 0 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER.UTILITIES 9 UNISTRUT PIOOI (GALV) BOX, THROUGH FLED, w WHERE ENCOUNTERED IN THE WORK, SHALL PROTECTED AT ALL TIMES, SINGLE POLE TOGGLE UNISTRUT 1001 GAL AND WHERE REQUIRED FOR THE PROPER EXECUTION SWITCH AND NEMA 3RUTION OF THE WORK. SHALL BE J-BOX AND PLATE USED BED DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIERAWING AROUND OR _ FINISHED GRADE NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE °l/ WORKING ENGINEER. ---- T 94 3. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, OF NEW ° WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL >O� F 10'0 PLAIN OF AN ENGINEER. * q CONCRETE OR 4. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER 70 FLOW SAKRETE PIER Y FROM ALL EQUIPMENT AND TOWER AREAS. - r K S. GARBAGE, STUMPS. DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL M _ _ ELEC ELCO SUPPORT RACK BE GARBAGE. ST FROM THE SITE AND DISPOSED N IN H LEGAL MANNER.. ZJ, �`+ 4..K_r� of � SCARE: NTS 3 6. THE MEAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT Fv GSI 09 F� L.. „ "�,J ,� A COVERED BY THE BUILDING OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM '0 _ �, 4 -oI K-axum Ta mTaXeLxMr pTlt O,Iw MSLOPE, FERTILIZED, AND SEEDED. ZZ _ RAF ESSIONP 3 25-01 mum FOR 00161RICTIM/FENT owtj GIW JJS - x O-50-03 TSSM FOR WRNMICDOR/PF1RN NN WW ,m -- �-1 I -20-06 S0 RD FOR COIm NCTpN/PpyT PIN CJW JJS �R n9 fD � n; !9 g EAST MARION • NE: DETAILED SITE PLAN 0 1-os mum FOR COImgICR011/PpORT MAR caw A0 AND DETAILS � ME Dl SITE NO. LI-7077 Aieun'. Rv 12X1] B 30-03 RE-mum FOR Ta.�v/oolRnTr wI eJw ,us O�:E f18t�)µ01 ge 8246 MAN ROAD c i n g u a r A _,1-OS IS911ED TOR TR�EW/OpIRETR PM CJW JJS 5 EAST MARION,NV 11939 150-034 WIRELESS IN CHK kwli I Sao IoRANNc HUNKER Rtv SfNE DESIGNED: DRAWN: 24897 NYCENY1017 CO2 4 6 5 4 31 2 1 1 V.01 1w z D GRADING & EXCAVATING NOTFS, GENERAL EROSION & SEDIMENT CONTROL NOTES: vEGErnTIVE SCHEDULE1. ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY 1. THE SOIL EROSION AND SEDIMENT CONTROL MEASURES AND DETAILS AS SHOWN SPECIES RATE/1000 S.F. DATE HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREE FROM LOOSE HERIN AND STIPULATED WITHIN STATE STANDARDS MATERIAL AND EXCESS GROUNDWATER. DEWATERING FOR EXCESS GROUNDWATER SHALL BE FOLLOWED AND INSTALLED IN A MANNER SO AS TO SHALL BE PROVIDED IF REQUIRED. MINIMIZE SEDIMENT LEAVING THE SITE. 2. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY. THE 2. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL IF SOUND LIMITS OF LAID DISTURBANCE SHALL BE CLEARLY.AND SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH, THE ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR TALL FESCUE GRASS 1.0/ APRIL 1 - OCTOBER 15 UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER.BE OTHER APPROPRIATE MEANS. REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE 3. EROSION CONTROL DEVICES SHALL BE INSTALLED BEFORE GROUND SERICEA LESPEDEZA SEED BEARING HAY 140/ OCTOBER 1 - MARCH 15 EXCAVATION BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION WITH OVERSEEDING WEEPING LOVEGRASS 0.2/ MARCH 15 - MAY 1 FOUNDATION. CONTROL DEVICES MAY HAVE TO BE ALTERED FROM SHOWN ON THE 3. ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER APPROVED PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE FERTILIZER MIX MECHANICALLY COMPACTED GRANULAR MATERIAL OR CONCRETE OF THE SAME DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE QUALITY SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR APPLICATION N, #/ACRE Pz Oa, #/ACRE K20, #/ACRE N, TOP DRESSING STABILIZE THE BOTTOM OF THE EXCAVATION. STONE, IF USED. SHALL NOT BE USED ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. AS COMPILING CONCRETE THICKNESS. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF Tat 60 - 90 120 - 180 120 - 180 50 CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 4. AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW 4, THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES 2nd 60 120 120 - C GRADE, AND BEFORE BACKFlWNG, ALL EXCAVATIONS SHALL BE CLEAN OF MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH. DEBRIS, AND SO FORTH. PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE NOTE: 5. -USE APPROVED MATERIALS CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS - GRASS AND MULCH ALL DISTURBED AREAS ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE -BE FREE FROM CLODS OR STONES OVER 2-1/2' MAXIMUM DIMENSIONS OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER HYDRAULIC SEEDING EOUIPMENT -BE PLACED IN 6' LAYERS AND COMPACTED TO 95% STANDARD PROCTOR IMMEDIATELY. EXCEPT IN GRASSED/LANDSCAPED AREAS, WHERE BOX STANDARD PROCTOR 5. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL WHEN HYDRAULIC SEEDING AND FERTILIZING EQUIPMENT IS USED, NO GRADING AND SHAPING OR PERMANENT VEGETATION HAS BEEN ESTABLISHED. CONTRACTOR SHALL SEEDBED PREPARATION WILL BE REQUIRED. THE FERTILIZER, SEED AND WOOD CELLULOSE FIBER 6. REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL CLEAN OUT ALL SEDIMENT PONDS WHEN REQUIRED BY THE ENGINEER OR MULCH WILL BE MIXED WITH WATER AND APPLIED IN A SLURRY. ALL SLURRY INGREDIENTS MUST MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE THE LOCAL JURISDICTION INSPECTOR. CONTRACTOR SHALL INSPECT EROSION BE COMBINED TO FORM A HOMOGENEOUS MIXTURE, AND SPREAD UNIFORMLY OVER THE AREA PRIOR TO PLACING FILLS. PLOW, STRIP, OR BREAK UP SLOPED SURFACES STEEPER THAN CONTROL MEASURES AT THE END OF EACH WORKING DAY TO ENSURE WITHIN ONE HOUR AFIER MIXTURE IS MADE. STRAW OR HAY MULCH AND ASPHALT EMULSION THAN 1 VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL BOND WITH EXISTING SURFACE. MEASURES ARE FUNCTIONING PROPERLY. WILL BE APPLIED WITH BLOWER-TYPE MULCH SPREADING EQUIPMENT WITHIN 24 HOURS AFTER SEEDING, THE MULCH WILL BE SPREAD UNIFORMLY OVER THE AREA, LEAVING ABOUT 25 WHEN THAT SUBGRADE EQU OR EXISTING GROUND SURFACE TO SURFACE FILL HAS A DENSITY LESS 6. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN PERCENT OF THE GROUND SURFACE EXPOSED. THAN THAT REQUIRED FOR FILL BREAK UP GROUND SURFACE TO DEPTH REQUIRED, THE SILT IS WITHIN 12' OF THE TOP OF THE SILT FENCE. PULVERIZE, MOISTURE-CONDITION OR AERATE SOIL AND RECOMPACT TO REQUIRED 7, FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONVENTIONAL SEEDINGEQUIPMENT DENSITY. CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE GRADE, SHARE AND SMOOTH WHERE NEEDED TO PROVIDE FOR SAFE EQUIPMENT OPERATION AT 7. PROTECT EXISTING GRAVEL SURFACING AND SUBGRADE IN AREAS WHERE EQUIPMENT LOADS CORRECTED. SEEDING TIME AND FOR MAINTENANCE PURPOSES. THE LIME AND FERTILIZER IN DRY FORM WILL WILL OPERATE. USE PLANKING OR OTHER SUITABLE MATERIALS DESIGNED TO SPREAD EQUIPMENT BE SPREAD UNIFORMLY OVER THE AREA IMMEDIATELY BEFORE SEEDBED PREPARATION. A LOADS. REPAIR DAMAGE TO EXISTING GRAVEL SURFACING OR SUBGRADE WHERE SUCH 8. SILT HARRIERS TO BE PLACED AT DOWNSTREAM TOE OF ALL SEEDBED WILL BE PREPARED BY SCARIFYING TO A DEPTH OF i TO 4 INCHES AS DETERMINED DAMAGE IS DUE TO THE CONTRACTOR'S OPERATIONS. DAMAGED GRAVEL SURFACING CUT AND FILL SLOPES. ON SITE. THE SEEDBED MUST BE WELL PULVERIZED. SMOOTHED AND FIRMED. SEEDING WILL SHALL BE RESTORED TO MATCH TIME ADJACENT UNDAMAGED GRAVEL SURFACING AND 9. ALL CUT AND FILL SLOPES MUST BE SURFACED ROUGHENED AND BE DONE WITH CULTIPACKER-SEEDER, DRILL, ROTARY SEEDER OR OTHER MECHANICAL OR HAND SHALL BE OF THE SIRE THICKNESS. VEGETATED WITHIN SEVEN (7) DAYS OF THEIR CONSTRUCTION. SEEDER. SEED WILL BE DISTRIBUTED UNIFORMLY OVER A FRESHLY PREPARED SEEDBED AND 10. CONTRACTOR SHALL REMOVE ALL EROSION & SEDIMENT CONTROL COVERED LIGHTLY. WITHIN 24 HOURS AFTER SEEDING, STRAW OR HAY MULCH WILL BE SPREAD B. REPLACE EXISTING GRAVEL SURFACING ON AREAS FROM WHICH GRAVEL SURFACING.IS MEASURES AFTER COMPLETION OF CONSTRUCTION AND UNIFORMLY OVER THE AREA, LEADING ABOUT 25 PERCENT OF THE GROUND SURFACE EXPOSED. REMOVED DURING CONSTRUCTION OPERATIONS. GRAVEL SURFACING SHALL BE REPLACED ESTABLISHMENT OF PERMANENT GROUND COVER. MULCH WILL BE SPREAD WITH BLOWER-TYPE MULCH EQUIPMENT OR BY HAND AND ANCHORED B IMMEDIATELY AFTER IT IS SPREAD. A DISK HARROW WITH THE DISK SET STRAIGHT OR A SPECIAL TO MATCH EXISTING ADJACENT GRAVEL SURFACING AND SHALL F OF THE SAME 11. THE ESCAPE OF SEDIMENT FROM THE SITE PACKER DISK MAY BE USED TO PRESS THE MULCH INTO THE SOIL THICKNESS. SURFACES CI GRAVEL SURFACING SHALL R FREE FROM CORRUGATIONS AND WAVES. SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL EXISTING GRAVEL SURFACING MAY IE EXCAVATED SEPARATELY AND REUSED IF INJURIOUS MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, AMOUNTS R EARTH, ORGANIC MATTER, A OTHER DELETERIOUS MATERIALS ARE REMOVED LAND-DISTURBING ACTIVITIES. PRIOR 70 REUSE. FURNISH ALL ADDITIONAL GRAVEL RESURFACING MATED T AS CONFORM TO BEFORE GRAVEL SURFACING IS REPLACED, SUBGRADE SHALL BE GRADED TO CONFORM TO REQUIRED SUBGRADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED. DEPRESSIONS IN THE SUDGRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL GRAVEL SURFACING MATERIAL MAY BE USED FOR FILLING DEPRESSIONS IN THE SUBGRADE, SUBJECT TO ENGINEER'S APPROVAL 9. DAMAGE TO EXISTING STRUCTURES AND UTILITIES RESULTING FROM CONTRACTOR'S NEGLIGENCE SHUT BE REPAIRED/REPLACED TO OWNER'S SATISFACTION AT CONTRACTOR'S EXPENSE. 10. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERTY OWNER SO AS - 70 AVOID INTERRUPTIONS TO PROPERTY OWNER'S OPERATIONS. Q�� F N 11. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION. ,r\Q• N S. SIF` 12. ALL CUT AND FILL SLOPES SHALL BE MAXIMUM 2 HORIZONTAL TO 1 VERTICAL. �� F 13. CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING SITE VEHICLE TRAFFIC TO NOT ALLOWOW VEHICLES LEAVING THE SITE 70 TRACK r MUD ONTO PUBLIC STREETS. THE CONTRACTOR V RESPONSIBLE „ '-n- FOR CLEANING PUBLIC STREETS DUE TO MUDDY VEHICLES LEAVING THE SITE. , 4 -22-55 RE-_ r5R cwsnucno«/rt,aar PIR ON JJ5 p �>109 F� 3 0-23-05 Hum Fm CONRNXnD11/PEgR PTR GFT NS 2 O-Ot-OS WINED FOR COWMIX IpN/PE15R PIR CA Jas 1 -25-03 HIED sm OmSmwnm�PBIRr PIR OJW " I IT I Cl I /yy `), EAST MARION • NEW GRADING EROSION & engineering`Y/ ■ o -a1-o5 Hum wR cpmxlenoN/rueR MAX GIW Als F ss 1 SITE NO. LI-1017 B _� �_ � R omcE:T(5B�)'�2222EA 9245 MAIN ROAD c n g u a r A 15-83 Hum Fa REAd/OOIEEHf PHR MhK C,M, ,�CA SEDIMENT CONTROL NOTES 55 EAST MARION,NY 11939 150-034 WIRELESS DATE REVISIONS BY a5 4PPIE Joe 511E 0 1 N W NWBER I REV SCALE DESIGNED: DRAWN: 24897 CENY101 CMA 4 6 5 4 3 2 1 1 {do. . D SECTOR 1 - 30' PROPOSED FLAGPOLE FIRE DEPARTMENT EQUIPMENT FIRE DEPARTMENT EQUIPMENT(TO DE SUPPUEAND (TO BE SUPPLIED AND INSTALLED By OTHERS) INSTALLED BY OTHERS) I SECTOR 3 - 250' SECTOR 2 - 150' PROPOSED CINGULAR EQUIPMENT PROPOSED CINWIAR EQUIPMENT AREA (2) ANTENNA PER SECTOR AREA (2) ANTENNA PER SECTOR FRO-OSED CAG" (NH15' SEE SHEET E04 FOR ADDRIONAL SEE SHEET E04 FOR ADDITIONAL (2 ANWM PE?SEAVR INFORMATION INFORMATION MOVE j.'KAMEN 800 10121 a�ED NORM ANTENNA LAYOUT FIRE DEPARTMENT EQUIPMENT (TO BE SUPPLIED AND FIRE DEPARTMENT EQUIPMENT INSTALLED BY OTHERS) (TO BE SUPPLED MID INSTALLED BY OTHERS) C J [� < d W F W S Z 7 W = = 7 2 K 1� z z Q z dp Z O Z Z Z z 3 p < 4 LO o in it U c * 2 103' O c U I� C ANTENNA MODEL-800 10121 O "n 4MENNA WEIGHT 4&31bE LOCATION OF GPS ANTENNA MOUNTED TO H-FRAME ANTENNA DETAIL MODEL #: KATHREIN 800 10121 PROPOSED ANN FYtOPOSED cWJGwAR SCAEe NTS c°'"PMENr Earsavo+r PROPOSED EEMce PROPOSED F&CE p f N E 4,Y STf`�OQ �� GRADE (ADE GRADE LEVEL = 32' (AMSC) -TOWER FUUNDATION DESIGN * t GRADE LEVEL- (ACL) TOWER OTHERS) DESIGNGRADE LEVEL = 0' (AGL) (BY OTHERS) SOUTH ELEVATION °°a 1 96 ` EAST ELEVATIONr NOT TO SCALE ) R�FESSIONP NOT TO 4 -22-08 aE-1580ED M=MIIU=N/P6W PHt CJW AA ] 0-2S-OS �1WD FGN 0016YNICIW/PEYr PAN CJW Is f in f i n i g y • NEW 2 D—_ D m cmamuc GN,PM..r PHIR co JJ, e n g i n e e r i n g cd EAST MARION O 726: s 1 FAN '/Pp'T + G'r" '`° 9n NXE SIXEET SITE NO. LI-7017 °0aa'maWN� MN G'RT ,4a ELEVATION VIEWS ,u9 R Nx 13NI) c n g u 'a r B -70-03 RE�SWIFD ILII REYp/COIRpR MV( CJW ,415 �E:(5ie)1�5~i 22M 9245 MAIN ROAD A -1E-03 6SUED FOR OE71EI/COAMNT PIR CJIN ,MS EAST MARION,NY 11939 150-034 WIRELESS °ATE RflA5I0N5 BY CHIC Joe SITE MAIM; NUTABER REV SCME: DESIGNED: DRAWN: 24897 INYCENY10171 CO] 4 6 5 4 NOTE CONCRETE AND REINFORCING STEEL NOTES: COMPACT SOIL TO MIN 95S MODIFIED MAX DENSITY PER 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ASTM D1557 METHOD D ACI 318 AND THE SPECIFICATION CAST-IN-PLACE CONCRETE. D 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. ALL CONCRETE EXPOSED TO FREEZING WEATHER SHALL CONTAIN ENTRAINED AIR PER ACI 211 AND TABLE 4.2.1 OF ACI 318-95. rCONCRETE BETA GAMMA 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED CCAABIN_ 24 VDC 850/190 850/190 UNLESS NOTED OTHERWISE WELDED WIRE FABRIC SHALL CONFORM TO ASTM TS MCPA UMTS A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE SPLICES SHALL BE CUSS 'B' AND ALL HOOKS SHALL BE ACI STANDARD, UNC. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR 8' THICK CONCRETE o oREINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: EQUIPMENT PAD CONCRETE CAST AGAINST EARTH........3 IN. Ll EXPOSED TO EARTH OR WEATHER: SLOPE FINAL GRADE ® ® ® 1' CHAMFER AWAY FROM PAD 06 AND LARGER ..........................2 IN. ff5 AND SMALLER & WWF.......1 1/2 IN. �+ CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST . ' e•. _o• AGAINST THE GROUND: o• o., e• SLAB AND� WALL........................3/BEAMS AND COLUMNS....*.........1 1/ N 2 IN. /4012' O.C. EA WAY EXCAVATE AS REQUIRED TO REMOVE 5. A 3/4' CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, CENTER OF SLAB VEGETATION AND TOPSOIL, AND PLACE - LIND, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. C MIN 4' CRUSHED STONE 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ELEVATION VIEW ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. 4' SITE WORK GENERAL NOTES: 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. m 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 3. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER & TES 24 VDC ALPHA BETA GAMMA MCPA UMTS REFUSE SHALT. BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. CABINET BTS BTS BTS 4. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. 5. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN of ANY FILL OR EMBANKMENT. o B NOKIA BTS CABINETS SET BY 6. THE SUB GRADE SWILL BE COMPACTED AND BROUGHT TO A SMOOTH NOKW PER MANUFACTURER'S UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. RECOMMENDATIONS 7. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED GENERAL CONTRACTOR PER ARGUS CABINET BY TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. MANUFACTURER'S RECOMMENDATIONS 8. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE-LOCAL GUIDELINES FOR EROSION AND,SEDIMENT CONTROL 9. SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND THOSE LOCAL AUTHORITIES HAVING 22•-0' I JURISDICTION. 7 PLAN VIEW oF NEtV S. S � rf` Y ,o EQUIPMENT PAD DETAIL + * m 5G1E: NTs 1 ' 'I ii jt Av L9 i�4 A 4 -22-N ft-essum faR OpeRIRIdpN7peRMe PIR G1W au 5' '-.±ti:+;�o_.T•T 2 •- 5 3 o-zs-os em,m roR /rvsn N'Tn clw AIs ` V C9 - -- 2 o-w-os iealED PoR WI41RInpN/PNY� RM CJw .4s A e ng fR t nl Ot g g EAST MARION • NEi o -01 0 ,w ROFfS 10NP� CONSTRUCTION us Pwe 1= SITE NO. LI-1017 9 30-x - FOR �� u�K cJw N. 11 ne t cingular o`i :1198)>J 2 9245 MAN ROAD DETAILS EAST MARION,NY 11839 A -tl-05 6&IED Ede IhY1D//d1MEM PNR CJW AS 150-034 WIRELESS FmAs'ws wwr bwA NwIxR I REV SANE: DEMOM n: oRAwrs 24897 INYCENY1014 C04 1 4 6 5 4 2 3 1 ° , GPS/BCCH D ANTENNA 2 COAX CABLES GROUND CLAMP (GPS & BCCH) (SEE NOTE 4) USE: 1. COMMSCOPE CONNECTOR (PART NO. SFXANMR) VALMONT MICROFLECT UNIVERSAL PIPE ADAPTER 2. ANCHOR MARINE HEATSHRINK KIT PART NO. BI 534 (PART NO. 327106) EXISTING ICE BRIDGE POST 2" NOMINAL DIAMETER (2.375" - OR SIMILAR POST. IF NEW POST ACT. O.D.) X 2'-0" MAX. IS REQUIRED, SEE DETAIL 2/CO2 SCHEDULE 40 RIGID GALVANIZED FOR POST AND FOUNDATION STEEL PIPE NOTES• 1. LOCATION OF ANTENNA MUST HAVE CLEAR NEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE CABLE DIAMETER VS. LENGTH SURFACE AREA OF AHEMISPHERE AROUND THE GPS ANTENNA. SFX540PE (1/2-INCH) UP TO 70' 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR FXL1070PE (7/8-INCH) UP TO 120' SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH FXL148OPE (1 1/4-INCH) UP TO 170HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. C CR1873PE (1 5/8-INCH) UP TO 200' NOTE: FOR LARGER DIA CABLE, USE 6' 3. THE WEIGHT OF THE ANTENNA MOUNT IS 6.5 LBS. JUMPERS AT 1/2" DIA. 4. IF ICE BRIDGE OR SIMILAR POST IS NOT GROUNDED, GROUND WITH /2 AWG TINNED BARE COPPER WIRE EXOTHERMICALLY BONDED TO POST _ AND CONNECTED TO GROUND RING. SUPPORT FOR LMU/GPS SENSORS0 SCAN£: MS 30-5/16" 30-5/16" 24-13/32" 24-13/32" 24-13/32 (TYP) 35.40" 2-19/32" 5-29/32" 5-29/32" (TYP) 22.5" 4 0" 4.33" 26.77" 0.65" MCPA CABINET B iv n LDCCA ALPHA NOKIA BTS BETA NOKIA BTS(PLINTH) (PLINTH) o NNNP ESpN • e • I µ 1 FRONT FRONTO F N EIV Y 29-5/8" 11/16' v CIDBOL 0 T HOLE MEASUREMENTS FRA 24VDC OUTDOORIT BOLT HOLE MEASUREMENTS R A MCPA OUTDOOR SIT BOLT HOLE MEASUREMENTS FOR A UMTST T * � K W CABINET ANCHOR LOCATION DIAGRA�/ a SCN E: NTS � 0>1096 • SUBCONTRACTOR TO INSTALL ISOLATION PADS UNDERNEATH THE 'l - AROFESSj©\A A CABINETS WHEN MOUNTING TE21 AND OR TE20 TO CONCRETE PADS OR STEEL FRAMES 4 2x-06 RE-R91m rm CmSIRGm1m1/REPYn TNR CM aa9 f 3 a-u-oS mum rm oo mmcm1/r vKe Caw m - JA -G4-a9 mum m cmamwnwq ma INR GM' aas NEW -z9-os mum rax casmlelwx/RE1ewr Ix41 GIw Aw ' $` W e ng I n � nIs r I nl g y EAST MARION • ■ CONSTRUCTION 99 PINE SRK2T be SITE NO. LI-1017 c n g u I a r -D7-os mum rm�sTau T MAN c.m m UaN T.NY 12h1, w-as RE-ISAwD Pox aE9v,EWw/a4alort MAN GAY JJS Y DETAILS F�' 18 xu EAST MARION,NY9245 MAIN 11939 tx-oS mum FDR RflEr/m1RENf PHR GW aa5 1 50-034 WIRELESS DATE RE S IN OHK oe STE DRAWING NW9ER REV SW.E IMMNM. RAWN;=FEE 24897 NYCENY1017 C05 4 6 5 4 3 2 BCCH/GPS ANTENNA TRANSITION ALL CONDUITS TO MOUNTED TO COAX 3/4" -MFC AT NOKIA BTS UNITS (2)-1/2" DIA E911 SUPPORT POST D COAX JUMPERS 24VDC - MAX FROM JUMPER TERMINATION I LAST SUPPORT �AT NOKA---- BTS o 0 o GAMMA BTS BETA BTS ALPHA BTS - ----- MCPA � � I ____ _____________��_________________ice___ _________I I 0 000.0• ry •••00000 'I 00000••• II I� 00 46000II • 0000•• p ••••000 II 1g -------------`i i •0 00 • it • 0•• • u 0000 •• ii II II TRANSITION -MFC AT SUPPORT I II i 24VDC CABINET FRAME 6x6 NEMA y 1/2 JUMPER— NOKIA i0 01 1 0 3R ENCLOSURE ii 0 �� 0 0 0 1 2"C TO MCPA CABINET / CABINETS i i ii GAMMA a il. GROUND ° ii 2"C FOR POWER TO CON CONNECTOR to I II d 24VDC 24—#8 AND WEARER PROOFED — i i O 0 ii 0 it 0 0 0 2—#14GND 1"C FOR ALPHA Tls o o o o f 0 0 0 o TO E911 EQUIPMENT MAIN COAX o 0 0 1'"C FOR BETA AND ii i' AND NSS ALARM CABLE in i i 0 GAMMA BTS T1s II 0 ii 0 0 O TO APLHA BTS C BETA ALPHA GROUND II GROUND II n n i n I ° 0 ,i 0 0 24VDC GROUND w I 1'"C FOR NOKIA HETA D l I I u UNISTRUT ANGLE I I I I I CIRCUITS 6—#14, II II I I I BRACKET AND I 3— 14GND I' FLAT PLATE 0 0 0 0 0 P7I �(SIDEVIEW)�� t MCPA• u`3/8'"0 GROUND BOLTS FOUNDATION BOLT TWE MATERIA 1"C TO ELECTRIC PANEL 3—#12 •2"C TO 24VDC DC 1-2 S FOR# 0 # CONCRETE WEDGE ANCHOR W/ FOR GRAND 1—#12 FOR GROUND ALARM 6-4#8 FOR DC 1 1/2' MIN. EMB - SUPPORT FRAME AT REAR OF NOKIA POWER CABINET STEEL H.H. CAP SCREW 6 WOOD 1 1/2' LG. IAC BOLT SUPPORT FRAME DETAIL OF NEtNy 5. STfy�O 0 11 � W r w U �A 1096` � - J A 4F-22-061 FHR GIW .MS F \" J o-28-03 mlm Fart WMSIRMC00N/ppYf PNR CJW JJs tia-05 1451811 FOR ODIgIRMCIIaH/R PM aw JJs e In r19 fR n; D19 g y EAST MARION xj ; �FW W" � m CONSTRUCTION 99 FINE SII�Ef Coy SITE 5MA LI-7077 ng u I a rDETAILS EraLRaNv, Nr i22o> RE-ISAIEO fCR RflEW/COIBIEIIf MV( CJW .MS g .4N-zz4e 92x5 MAIN ROAD Fax:(1te) Jx-20.58 EAST MARION,NY 11939 LSSIIED iMIENEY/OP!R150-034 WIRELESS RONS OIIK o9 sRE 9RAMNc HUM9ER REv 8 SCALE: oES1C1ED: DRAWN: 24897 NIYCENY10/ C06 4 5 4 3 1 2 1 1 J(jII = 4'-0' GATE OPENING SUPPORT ARM W/BARBED WIRE D N i END OR CORNER �'POST (TYP.) !I 10'-0" MAX. SPACING 2" MESH, 9 GAUGE GALV. WIRE MALLEABLE IRON FORK - LINE POST (TYP. 1-1/2 PAIR INDUSTRIAL TYPE LATCH WITH PROVISION FOR 1 1/4"0 BRACE RAIL / IRO Er PADLOCK (PAGE-WILSON TYPE 75 i - PINNN HNGE(PRON AGE-WILSON GATE LATCH ASSEMBLY OR EQUAL) a TOP RAIL (7YP) 0-6 OR EQUAL) 3/8"0 TRUSS ROD WITH COMPOUND CHAIN LINK TURN BUCKLE. qqq 2 1/2" O.D. POST I ffo 2" CROWN [1-1/2' 3-1/2` m 30 (TYP.) FlNISH GRADE m ®7 GAUGE 48' OR 6" BELOW FREEZE I I I."I BOTTOM TENSION WIRE Y CON ) �rl ? UNE. WHICHEVER IS GREATER _I°.I I' I^7,-2, _ILII -12" 0 FOR CROWN C L'I I'I ILII LINE POST ` l / _. CONCRETE I ELECTRICAL COPPER BRAID j (TYP.) SEE GROUNDING DETAILS �� '.J FOOTING, TYP. II f 10'-0" MAX. II IN LL SPAC G L6" TYP. FOR END, 1'-2" CORNER, & GATE LL POSTS GATE DETAIL CHAIN LINK FENCE DETAIL (ELEVATION)1,� SCA1£: Nr5 � SCALE: NTS < a METAL GATE DEfENT FENCE NOTES: INSTALL WITH SLOTS FINISH GRADE PARALLEL TO FENCE •t,1 � 1. FENCING MATERIALS SHALL BE OF GALVANIZED STEEL. 2. POST, BRACES AND GATE FRAMES SHALL BE SCHEDULE 40 (STANDARD WEIGHT) PIPE. SIZES SPECIFIED ARE NOMINAL DIAMETER. 3. DOUBLE SWING GATE SHALL BE PROVIDED WITH TUBULAR PLUNGER 7717777777 7 ' BAR, 1 LOCK KEEPER, 1 LOCK KEEPER GUIDE, 2 LATCH FORKS, 2 FORK CATCHES, 1 CATCH FOR PLUNGER BAR, AND 2 GATE STOPS of - LOCATED AS DIRECTED BY THE OWNER. 4. POSTS, CAPS AND OTHER NECESSARY FENCE FRIINGS SHALL BE AS �•m i i J MANUFACTURED BY THE FENCE MANUFACTURER OR EQUAL CONCRETE HINGES SHALL BE OF GALVANIZED STEEL`' 5. POSTS SHALL BE SPACED EQUIDISTANT BUT NOT MORE THAN 10' O.C. i' CONCRETE 1p` I 6. BOTTOM OF FENCE S 3" ABOVE - 10- GRADE AT ANY SECT (L O GATE DETENT DETAIL SME: N6 3 GATE STOPPER DETAIL * * ►' A n W _ 4b3-M-001 Tc-asum nx aNsmucnou/wmrr Pw+ cm ,Ms I 13 110-25-061 6 POR Mt61R11apN/P PHR CJW JJS 1; �— ♦j M-18-45 691110 SM WNSIWCiptt/PFPoR PIR 01W JJS i n f i n I g �/ EAST MARION NE: r°R cmamwnw/no r " `" `° \ SS 0 P� CONSTRUCTION e n g 1 n e e r 1 n g �p/ 63140 WR 0016RUCIm/maw uPx OJN' •N3 \ ('F` N 99 NNE srraxr SITE NO. LI-1017 DETAILS � l(Y• NY 12207 9245 MAIN ROAD n g u a r RE-IAWIm rOR REV4W/C014ETIr Mgr C,IW Jia aFAX' (558)113 2a e5 EAST MARION,NY 11939 W.Tat RflE1r/OOYE1rt PR CJW .U5 REV6'KM6 w CHK W JOB 511E DRAWRG NUMBER REV 150-034 WIRELESS SCALE: OE3MHED: DPAWN: 24897 INYCENY10171 007 4 6 5 4 3 2 1 amu, g I D WIRE FENCE- WHERE REQUIRED COMMERCIAL TYPE C SILT FABRIC ON UPSTREAM SIDE OF FENCE DIRECTION MIN OF FLOW - 2'-0' C MIN GROUNDLINE es I � MSN - x/ II/ � CHNN LINK FENCE NOTE: 1. DIG TRENCH6�0 t. 3/4" CRUSHED STONE 2. LAY IN FABRIC TO ASIM C33 SIZE NO. 57 LIMITS OF CRUSHED STONE SURFACE BOTTOM OF TRENCH GRADE TO DRAIN AS 3. BACKFILL TRENCH, SHOWN ON PLAN COVERING FABRIC SILT FENCE DETAIL $CMF: Nis GRADE TO DRAIN °c�„� AY FROM TOWER YARD r CONSTRUCTION NOTES FOR FABRICATED SILT FENCE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY POSTS: STEEL EITHER T OR U STABILIZATIONAUCD TO FENCE POSTS WITH WIRE TIES OR STAPLES. TYPE. SI CED ON COMPACTED 2. FILTER CLOTH TO BE FASTENED SECURELY TO FENCE: WOVEN WIRE, 14 GA B WOVEN WIRE FENCE WITH TIES SPACED 6" MAX. MESH OPENING. EVERY 24" AT TOP AND MID SECTION. AS DIRECTED BY BANKS CO. SECTION THROUGH COMPOUND 3. WHEN TWO SECTIONS OF FILTER CLOTH FILTER CLOTH: FILTER X, MIRAR 100X' SAIF: NTS ADJOIN EACH OTHER THEY SHALL BE OVER- STABIUNKA T140N OR LAPPED BY SIX INCHES AND FOLDED. APPROVED EQUAL 4. MAINTENANCE SHALL BE PERFORMED AS PREFABRICATED UNIT: GEOFAB, NEEDED AND MATERIAL REMOVED WHEN ENVIROFENCE OR APPROVED "BULDGES" DEVELOP IN THE SILT FENCE. EQUAL 5. ALL SILT FENCE MATERIALS MUST BE LISTEDD UREs#3o.o.T. QUALIFIED PRODUCTS LI6. Z. �pr.F- N E w y Sco rF` �I Of �- C� a -22-03 Ic�m�/Pawar MR aw As AROFESSIONP� 3 0-23-03 mIRO M cmmumA Om/PpYr I m ow JJS 2 0-a-os mum Rae r�rsl�lcnw/Pvurt PHR CA .us .- i n f i n i g Y EAST MARION • NES -28-05 i0R 0 "'p" PM CONSTRUCTION Is n g i n e e r i n g `�+y�/ 0 -01-03 ESYm rGR mN510.UCRON/PflMr MVt CJw JJS 99 PINE STREET SITE NO. LI-1017 w -30-03 RIE m m Rene./Dwewar MAR uw as DETAILS ' (. IU07 9245 MAIN ROAD c i n g u a r FU: (f18)) zap EAST MARION,NY 11939 A -ATE es3lwo TVRREYFI/ooeRIFM PHe CJw J+3 150-034 WIRELESS wre RENBpNS R CHK JOB sF oRAmNo NureeR REV4 Sn/ilE: OF31GeFD: PRAWN; 24097 NYCENV701 COB 4 6 5 4 3 2 1 1 "0 ow>t NOTE- SET OTESET TREE PLUMB O PRIOR TO STAKING EXCEED PR TO STAKE EXCEED DINMEIER OF Roo BAIL Br za' 4 120 IYP. Q (�""NTGREE 1)HOSEROOTBAL GUY WIRE 0UV RUBBER HOSE {' Q h, � (OIX1BLE STRAND, 2 PLY WIR PLAN � j�l�p-7,1.���A, k300 SF. APPROVED MULCH 3'APPROVED MULCH ,.i. •Il.l'� (3' SETTLED DEPTH) �l J 3+64 REDAR STAKE __ WBBE OV/GRADE 24}TNA�E LARGER L / SCARIFYAN ROOT BALL OF BASE ORR CONTAINER / S? OOTBALL ADD EXCAVATED SOIL AS NEEDED TO BRING /• TREE TO FINISHED GRADE; SECTION TAMP TO PREVENT SETTLING �• II TREE STAKING AND GUYING NOT TO SCALE \\ •/'� EASTERN RED CEDAR (TYPO C PROPOSED 5 LANDSCAPE. \/- BUFFER j GENERAL PLANTING NOTES 1. STANDARDS SET FORTH IN 'AMERICAN STANDARD FOR NURSERY STOCK', LATEST EDITION, REPRESENT GUIDELINE � }7�•i, SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL rv�� 2. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER'S REPRESENTATIVE BEFORE, DURING, AND AFTER INSTALLATION. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. 4. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 5. ALL PUNTS MUST BE CONTAINER—GROWN OR BALLED AND BURLAPPED AS SPECIFIED. 6. ALL TREES MUST BE STRAIGHT TRUNKED, FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. CALLED NORTH 7. ALL TREES MUST BE GUYED OR STAKED AS SHOWN. LANSCAPING PLAN / 1 scxe 8. ALL PDMS AND PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. Io• o m• zo' 9. THE ENGINEER'S REPRESENTATIVE WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. 10. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS B BEFORE PRICING THE WORK. 11. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING.(INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZATION, ETC.) OF PLANTING AREAS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE ENGINEER'S REPRESENTATIVE. TOTAL AREA OF LANDSCAPED SITE: 3300 SF 12. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 13. ANY PLANT MATERIAL THAT DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE - PLANT MATERIALS LIST WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND MEETING ALL SPECIFICATIONS. QUAMITIY COMMON NAME SIZE REMARKS OF NEbV 14. E CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE 'C�' Y (I E ALL RYEAR EPLACEMENTS T BEFORE OR TOTAL AT THE�OAF THE GTHE UARANTCONTRACTOR E TORRIOD� PROMPTLY S. STE'V�O� 12 EASTERN RED CEDAR 3' MIN. HEIGHT O EQUALLY SPACED t I ALL PLANTING AREAS WILL BE TILLED AND PREPARED FOR { �; 0= PLANTING BY THE ADDITION OF APPROPRIATE SOIL AMENITIES AND TOPPED WITH MIN. 3'APPROVED MULCH. t-;.-. . "V>` 071096 ��c> i E "3 ^ r, ARoFEssIo\A ) A E-ia� -RE-ISAIEB EOR 3011a1R"WPEEWIf PHR CJW JJ5 iSJ W Y ®ILEO POR 00181MICDON/PFERIII PHR cm JJS - K,'RIED EOR cmam 0TMIN/P PIR WW AJS •.. . i n f i n i g y EAST MARION • NE: mum EOII coonworoyrEmRl PHR CW 4R e n g 1 n e e r i n g `�.uJ LANDSCAPE PLAN aB PINE slaar SITE NO. LI-1017 c i n g u I a r mum wR MREAtW/C*MMDNT MAK CX AIs A181M•,NY 1=7 RE-IaARD FOR RMEW/mIROIT MN( CJW Drupe ((519)4U-UN 9245 MAIN ROAD FAX. (5la)4N-2Q EAST MARION,NY 11939 P3WA'D iOR RE�Ev/COIRF]fl RR QIW ,us 150-034 WIRELESS REVTsxxn Br CHK .wB snE ORAWIHc HWBEH REv SCAM. OFSIONED: ppAWN: 24897 CENY7017 COB 4 6 5 4 3 2 1 KV mw 8 CODED DRAWING NOTES GROUNDING NOTES 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH Q PROVIDE yy2 COPPER GROUND RING (MIN. V-6" FROM OUTSIDE EDGE OF THE NATIONAL ELECTRIC CODE AND ALL OTHER APPLICABLE LOCAL 0 TOWER FOUNDATION AND SUB) BURIED AT MINIMUM 30" BELOW GRADE CODES 2Q CONNECT FENCE TO GROUND RING. TYPICAL 4 DUCES. 2. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING 3 CONNECT TOWER BASE TO GROUND ROD W TOWER RING ((77yypp FOR 3. ;4to2' 0 2 GROUNDING AND UNDERGROUND CONDUIT INSTALLATION SO AS TO CADWEID TO TOWER 845E PLATE OR AS PER MANUFACTURER'S SPECILTION. PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR oDAMAGE TO THE CONDUIT. CONNECT GATE TO GATE POST (TIP. FOR 2) WITH 4/0 WELDING CABLE 0 °THAT HAS BEEN CRIMPED ON EACH END WITH A CAP FOR THE CADWELDc 0 ° u 3. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC PROCESS. LENGTH SHALL ALLOW FULL SWING OF GATE CONNECT GATE °POSIS TO GROUND ROD. PROVIDE A WEEP HOLE ON BOTTOM CONDUCTOR 3 T° o ALL GRLD). FOR DRAINAGE. 14. ALL GROUND CONNECTIONS ABOVE GRADE SHALL BE FORMED USING B IDID�UDA�RACK SUPPORT POST TO EQUIPMENT GROUND RING 2-HOLE LUGS AND TWO (2) HIGH PRESS CRIMPS. Q CONNECT S2TICE DISCONNECTING MEWS TC1 ISOLATED GROUND ROD LEGEND 5. .ALL EXOTHERMIC MECHANICAL CONNECTIONS TO THE GROUND RODS INSMUED 2 AFG. 1- COPPER GROUND BAR, 1/4X 4X 20", NEWTON INSTRUMENT CO. SHALL START AT THE TOP & HAVE A.VERTICAL SEPARATION OF 6" CAT. NO. B-6142 OR EQUAL HOLE CENTERS TO MATCH NEMA FOR EVERY ADDITIONAL CONNECTION. Q BOND TOWER GROUND RING TO MAIN GROUND BAR WITH (2) #2 DOUBLE.LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL AWG GROUND WIRE. VARY BASED ON NUMBER OF GROUND CONNECTIONS) 6. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL- 2- ATERIAL2- INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 OR EQUAL 3- 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. 7. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 SOLID AWG TIN CAT. NO. 3015-8 OR EQUAL PLATED COPPER UNLESS OTHERWISE INDICATED. BETA 850/1900 BTS 4- WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. 8. IF APPLICABLE: GROUND RODS SHALL BE STAINLESS STEEL OR C COIL 10-FT /2 AWG CAT NO. A-6056 OR EQUAL COPPER CLAD STEEL, 5/8"0 10-FT. LONG, AND SHALL BE DRIVEN GROUND WIRE FOR ALPHA 850/1900 BTS VERTICALLY WITH THEIR TOPS 18" BELOW FINAL GRADE. NOKIA BTS CABINETS 5- 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. /OR2 AWG GROUND WIRE - CAT NO. 3012-1 OR EQUAL 24VDC CABINET 9. CONNECTIONS TO THE GROUND BARS SHALL NOT BE DOUBLED UP F & CAMMA BTS 850/1900 / o BATTERY CABINET 6- INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF / o THE GROUND BAR ARE PERMITTED. TOWER/MONOPOLE STRUCTURE. CONNECTION RE TOWER/MONOPOLE MCPA CABINET o CABI ET STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. - 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS /2 AWG GROUND o ` SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY WIRE FOR MCPA o/ 24 VDC GROUND BAR ^\ SUPPORTED. & UMTS CABINET _ / scut: ns ' 0 11. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL LOCATION OF MASTER AND BOTTOM NOT EXCEED 10 OHMS. GROUND BARS. BOND ALL COAX 2 CABLES WITH COAX GROUND KITS E01 12. NO UPHILL GROUND CONNECTIONS ALLOWED 2 m o 6 ` 0 / ° BOND EQUIPMENT GROUND 36" OR 6" BELOW FREEZE pppppgED ;4 \ m BAR TO GROUND RING (TYP Qj UNE. WHICHEVER IS GREATER GRADE SCE - 2 PLACES) e 3 UMTS BTS 4 8. \5 0 e 'PRO fWELD POSED e o / FLAGPOLE E01 BOND ALL METALLIC - ABBREVIATIONS ELECTRICAL SYMBOLS 5 OBJECTS TO GROUND BAR AWG AMERICAN WIRE GAUGE QQ GROUND ROD WITH ACCESS BCW BARE COPPER WIRE e CHEMICAL GROUND ROD a�Gh DWG DRAWING Q GROUND ROD EMT ELECTRICAL METALLIC TUBING DISCONNECT SWITCH GEN GENERATOR OF NE GROUND ROD COPPERWELD IMC INTERMEDIATE METALLIC CONDUIT ® METER -�� W y5/8"WO'-0" LONG MGB MASTER GROUND BAR d, S. STFG Q� PCS PERSONAL COMMUNICATION SYSTEM 4 CIRCUIT BREAKER EXTERIOR GROUNDING PLAN 1 CALLED NORTH * >�A PVC POLYVINYL CHLORIDE CONDUIT CADWELD TYPE CONNECTION * i PVC RIGID GALVANIZED STEEL ■ COMPRESSION TYPE CONNECTION c o a• e' r RWY RACEWAY i� O= ------- GROUNDING WIRE l fi w COPPER-CLAD TYP TYPICAL STEEL GROUND ROD _ 96 ���� SCALE: N19 J m, REPRESENTS DETAIL NUMBER A R 4 -2-� W- ran /� PIR M m ��, -=REF. DRAWING NUMBER GFfSS101�P� a o-z3-o3 ssufa faR oaamucnw/PFBun PHR CJW AVs rFIN flml-w n - n f n C] y NEW 1 o-26-os siim PERm m�t=ic*i mMr r� uw us .� e n g i n e e r i n G�v/ EAST MARION I -26-os rs F°"G°"n"IK''I°"/Pur1 Pxe CJW '`s r3�1" "� EXTERIOR 9 0 -01-03 35UED m cownwrIm/PFsirr w = ,Ms oP vwe s 1= SITE NO. LI-1017 ` a , „ „�4, 9 30 03 AE-SS EO Lc9 9E1�w/ooL.sr r MAK cAw as GROUNDING PLAN FM:(�18)' z 9245 MAIN ROAD �' n g u a r A _16-03 s30E0 NM ME4EW/NY1ENf PHR CAW JJS EAST MARION,NY 11939 150-034 WIRELESS GATE eEY13an 3r « A090 1 WE III I DRAWING NUM9ER JREV SCAfE OL510LED: DMWN: 24897 INYCENY10171 E01 1 4 6 5 4 3 2 1 T�o ELECTRICAL NOTES 24 VDC 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALPHA ALPHA 850/1900 CODES. D THE NATIONAL ELECTRIC CODE AND ALL OTHER APPLICABLE LOCAL ���'fs� ♦ \ BETA 850/1900 \\ GAMMA 850/1900 (1) 1' PVC CONDUIT FOR ALPHA BTS 2. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING T1s (2) BELDEN #7919 CATS CABLES GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO 2 \ MORA CABINET ROUTED TO E911 EQUIPMENT INSIDE PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR 3 \ DAMAGE TO THE CONDUIT. 24VDC POWER PLANT AND (1) 1VSS E02 \ TELCO CONDUIT E02 '� ALARM CABLE BELDEN #9568 \ e \ (1) 1" PVC FOR BETA/GAMMA / �., 3. ALL ELECTRICAL ITEMS SHALL BE U.L APPROVED OR LISTED \ \ BTS T1s (4) BELDEN #7919A (1)(1) 1• PVC CONDUIT W/(24) \ CATS CABLES /8 AND (2) /12 GND FOR 4. CONDUCTORS SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUITS \ i POWER TO 24VDC CABINET (UNDERGROUND) AND IMC CONDUITS ABOVEGROUND. \ (1) 1" PVC CONDUIT FOR x 5. CONTRACTOR SHALL OBTAIN ALL PERMITS, PAY ALL PERMIT FEES, - \ ALPHA/BETA/GAMMA BTS :.1._ x/ AND SCHEDULE ALL REQUIRED INSPECTIONS. \ \ HETA CIRCUITS (6) /14, \ \ (3) #12 GND. 6. CONTRACTOR SHALL OBTAIN LOCAL POWER AND TELCO COMPANY \ x (2) 6"X6' NEMA 3R APPROVAL AND COORDINATE WTIFT UTILITY COMPANIES SERVICE EXISTING PROPERTY LINE (TVP) \ ENCLOSURE ROUTE ENTRANCE REQUIREMENTS. 2 3/4- LMFC FROM \ UNITS BTS * " ENCLOSURE TO NOKIA 7, CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL DESCRIBED HTS ON THIS DRAWING, AND ALL ITEMS INCIDENTAL TO COMPLETING AND PRESENTING THIS PROJECT AS FULLY OPERATIONAL 3 C CINGULAR ELEC. METER _ _ 02 8• PROVIDE 2" SCHEDULE 40 WC UNDERGROUND CONDUIT WITH PULL AND SERVICE ENTRANCE - WIRE BETWEEN ELECTRICAL UTILITY DEMARCATION POINT AND KWH PANEL - METER BASE CINGULAR NEMA 3R \ ELCO BOX 30"x30"x12" 9. CONDUIT ROUTINGS ARE SCHEMATIC, CONTRACTOR SHALL INSTALL \ \ WITH 5/8" PLYWOOD CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. \ BACKBOARD \ \ 10. SERVICE TO EQUIPMENT CABINETS SHALL BE 120/240 VAC, 200 \ / AMP, 1-PHASE. \ ; 11. CONTRACTOR SHALL DETERMINE REQUIRED NUMBER AND LOCATION OF � PULLBO%ES PER UTILITY STANDARDS. 11- UNLARGED ^ 12. USE ADAPTER FROM PVC CONDUIT TO RIGID STEEL 9C BEND AND TILITY ROUTING PLAN /2\ CALLID NOR1H USE REDUCER TO ENTER METER BOX WITH 2" DIA. CONDUIT. SCALE: 0 i e' - PAVEMENT, fjOP GRAVEL LAWN AREA \ f ,� RESTORATION TO MATCH \ f P AS REQUIRED SLOPE AND THICKNESS OF EXISTING \� B EXISTING BUILDING �•, c •I �— - UNDISTURBED / 7 z \ �' �A!I �' EXISTING UTILITY POLE v�A O EIV - COMPACTED BACKFILL FN y BACKFILL CSP N S. srF o� (SAND OR NATIVE SOIL) \ f Tt 4 * TELCO CONDUIT 2" PVC SCH. 40 UTILITY WARNING TAPE cc UTILITY ROUTING PLAN / \ W 6 MIN. 2' MIN ELECTRICAL CONDUIT SG E: CALLED cn NORM \ �'___ d 2' PVC SCH. 40 EssToo�� V UTILITY TRENCH_DETAIL SCALE: NB r , _ _ -. _ I A 4 -u-Ds RE-1 FLR mxslRllClION/Pmlllr PIR CA .us ' Fir f t / 'a 3 0-25-M mMm Rm WNBIRIICI1011/PE1sIR PNR Cm JBS 2 L-OhOS w"mR WIEIRV nw/P PNR W M W i 1 NE _ W 41B DLII I'IR eJw 1 28-M mI1FD fCI61RDCIICN/PfIOR i n f i n lUTILITYROUTING;PLAN g EAST MARION ■ engineering o -01-05 mum FLR coxslRlA;noN/rElmr MAXMAK Cm) +Is 99 PINE S1REEr Cd SITE NO. LI-1017 -155Um FLR IiEYEN' MN( cm 4J5 V� B .10-QS RE /DDM�Ir ALBANY, NY 12201 LFFICE: 518)a -2288 9245 MAIN ROAD �' ri u I a r A Is mm ILR REYEY/O U PIN CJW m FM:(518) 4> -2059 EAST MARION,NY 11939 SATE REM90M9 BY cm JOB SRE DMWBN9 NUMBER REV 150-034 WIRELESS Sr,c• DESIDNm: DRAWN: 24697 INYCENY1011 NP02 4 6 6- 4 3 2 1 (�11 AC SERVICE ENTRANCE PANEL NOTES: ITEM 0 `�'-RC PITON 1) STANDARD 42-POSITION INTERSECT PANEL SHALL ALWAYS BE USED WHERE POSSIBLE PART #MM3320042-3R (1) 3/4•C W/BELDEN /7919A CXT5 Tl CABLE DB15F To STUB. PANEL 'A' SCHEDULE PROVIDED BY BECHTEL INSTALLED BY CC 2 ORDER NY/NJ INTERSECT BREAKER KIT PARTSBRKER KIT TS Q NOT USED. NIERSEDI C`aw 3 TO ORDER A GENERATOR RECEPTACLE ON TH LEFT SIDE OF THE PANEL. ORDER PART #GRINWIRRELAY-L EXISTING 66 BLOCK WITHIN 24VDC CABINE. SEE DETAIL 1022-24V NE. 120/2w.1-NA 3w CALL 2NA WAR MAS 6s NAc.SERIES RAM B AND APPLETON RECEPTACLE PART AR20044-RS FOR 3-PH FOR A GENERATOR © XKA Bs 10 NA1c mr21GR cRcuns A JSM SEANCE ENIPN#E CABINS RECEPTACLE ON THE RIGHT ORDER PART #GRINWIRRELAY-R ANDAPPLETON RECEPTACLE PART #AR20044-RS FOR 3-PH. ® (2)-4/0 COBRA COP-PLFX 2000, CUSS IDC POWER CABLES FOR ALPHA BALK MAIN ow LKLn(.Am) Qr GO Bw BR6 "NOTE: RELOCATING GENERATOR RECEPTACLE TO GRADE ON ROOFTOP SITES IS OUT OF SCOPE WORK. CINGULAR BTS WITH (4)-CLASS 1 LUGS PROVIDED AND INSTALLED BY W. (2)-TE21 LP$ PGE T,GkmREC MSc oEscNWax wsK;nlPnax SOXAPPROVAL REQUIRED BEFORE ORDERING. SIDE LUGS SNAU_ BE SLANGY #YW28L2NT38FX. (2)-NOKA BTS SIDE LUGS AL1 a L L LI t1 MSC RBC LTG POLES MIPs SHALL BE BURNGY/YAV28UNTCFX. 200A DC BREAKER PROVIDED BY ARGUS. © (2)-4/0 COBRA COP-FLEX 2000. CIA55 10C POWER CABLES FOR BETA 1 b 2 RECnFFR/1 t1b 1550 O m M 1N65 2 15 2 POWER TELCO BTS WBH (4)-CLASS 1 LUGS PROVIDEO AND INSTALLED BY CC. (2)-TE21 3 I I I 1550 t550 ° I I I I 4 WCOMING T1 FROM SIDE LUGS SHALL BE BURNDY/YAV28L2NT38FX. (2)-NOVA BTS SIDE LUGS s 39 z t REcnBR/3 I'S4 3100 tsso Rem./z A 2 30 6 SEANCE POWER 120/2 .3-PH, 4W EXISTING TELCO OEMARC SHALL BE BURNGY /YAV28L2NTCR. 200A DC BREAKER PROVIDED BY ARGUS. (EXISTING LMUTY POLE) (IXBTING URNT MILE © (2)-4/0 COBRA COP-FlE% 2000, CLASS IDC POWER CARIES FOR GAMMAT I I I I tvo 3100 Isco I I I 6 BTS WITH (4)-CUSS 1 LUGS PROVIDED AND INSTALLED BY GC. (2)-M21 SIDE LUGS SHALL BE GLANCY /YAV2BL2NT38FX. (2)-NOKA BTS SIDE LUGS ° b x Am/s OLIO Am N(Flln SHALL BE GLANCY /YAV28L2NTCFX. 200A DC BREAKER PROVIDED BY ARGUS. p I ( I I I I I I A2 M (N)20a MErus/MASKER ENCLOSURE w/200A BREAKER Q CARRIER ACCESS SAD P/N 86920D2-00012 OR 8692-OD2-00039; 13 30 2 1 AM/r NUn RMT/6(FLIT) 1 2 sG 11 (SUPPLIED AND INSTAUED BY PROVIDED BY BECHTEL OR CINGULAR; INSTALLED BY GC. GEDEWL CONtAAcR G Q RJ48 DATAJACK ALLEN TEL PRODUCTS /AT46B-15. PROVIDED 13 I I I I I I I 16 AND INSTALLED BY GC. IJ 3D x 1 RBtt/9(fVn IECT/k 6M 1 2 ]O 19 Q9 BELDEN TO LATS it CABLE TELCO TO BNB. PROVIDED BY /ITEMBECHTEL INSTAL 1 140 3/3/0 8 (I)-!C TFLW WIM BY W. i0 BE ROUTED BALK TO TELCO ENCLOSURE VIA 3/4'0 W/ITEM /3. 19 I I I I I I m 1 /4 GNp FDA POWER (9)_—Gr5/345X0 BELDEN /7e19A FROM pEMARc ® (1)-1' C FOR ALPHA/BETA/GAMMA TI CABLES (51% (6) - BELDEN /]9194) 21 ,b 2 t REtt/1i (FVn REOT/10(FUO 2 30 22 w/WLL WIRE ® (1) CDS DATACOM ALARM CABLE /003610075 ROUTED TO NOKIA 23 I I I I I I I 24 LART X9 ARM PO . INSTALLED BY C.L. aNGUUR NEW 3R ® 6-PR 1241RP BELDEN /9566. PROVIDED AND INSTALLED BY IEC. ROUTE 25 15 2 1 HOA aROW/2 750 1500 750 1nA Gxurt/I t f I5 21 TELCO ENCLOSURE SI CABLE 0 24VDC CABINET WITH KENTRO% T1 CABLES INSIDE (1) 1'C. 27 I I 7w 15m 750 I I I 2e OLNL ARD TAPE SPME 3D•X30•K12"w/5/6' ® (1) 3/4'C W/(1) CDS DATACOM ALARM CABLE /CO2510338 ROUTED TO I I Tl ANO Wu WARE PLYMOC NLKBOIRD NOKIA X8 ALRAM PORT. PROVIDED BY W. 3° SPARE FRONDED AND MSTAU.ED 2B 20 I 24YCC (Nn HETA OR. I 2 A5 noTE. RkDNGS ALPHA BTS TWIL AND hi BELDEN/791M BY GC) ® EXISTING ALARM TERMINAL BLOCK INSIDE MCPA CABINET. SEE DETAIL 1/ESA 31 Is 1 MVA I I I 32 C FOR aRWlrs AND EIRIS RECE GEXBRATTE SEE P.WB'A'SCNEOULE 6-PR 241ITP BELDEN 9566 ALARM CABLE ROUTED IN 1 3 4'C BY GC. IWO AC SE INTEGRATED ® / / ( ) / 3J 1s 1 I MG W'M BAHIt 31 INTO AC SEANCE ORTRARCE •Ac sEAYXE (2) SONO SCIEMIFlc SIMENS S66M1-50 ALARM BLOCK PROVIDED AND INSTALLED BY CC. PANEL.SEE NOTE 3 A ENTRANCE PANM rELCO SEANCE MRESMRS ® 55 BANK BAH( 36 ((OBTAN CINGULAR AL SEE NOTES /907M (PROVIDED HID © COMMERCW POWER FAIL ALARM LOCATED IN AC SERVICE ENTRANCE PANEL PRIM TO ORDERING) "BO'E SS ss BSTA o W W) 37 BAAK BANK a IRI-STALE BREAKER NR INTERSECT SO REMOVE EXISTING FOR M20B CABINET PROVIDED BY ARGUS. REMEXISTING 1P-20A BRENfERs ABEKER-Krt-TS. PROAM BY ® BREAKER AND PROVIDE TWIN 1P-20A PROVIDED AND INSTALLED BY GC. BINM 180 CECT 1 I is w BECMEL INSTALLED BY GC, COR ANO TAPE SPARE 3B CFL/ c N BETATAND GAMMA /7919/. ® ARCUS BATTERY CABLE KIT PART #037-112-20 PROVIDED BY BECHTEL PHASE ro (WAm) Blb 6ss6 I2bo INSTALLED BY CC. 0 (1)-3/4•C w/(2) 12Y 1 66 PHASE WMIf£ 49x s1s A(1) /12 GNp.FOR GFa aRCurt. PRovIDED BY GC. (1)-1•L roR BI$xETA cVLCWIS. rorK LG1xEam LOAD(WAm) 121W (p-1P ISA (2)-i12Gxp.(3)-zP 15a ssx OF URQST t Amus LMD 1.) 3075 0)-rc FOR ars xn4 CIRCUITS 6-i12 k 3-01MM ENCLOSURE SURENEW 3R TO 24 C EOR POWER EMLOSURE TOTAL 1pN5(.Am) 15555 TO 21YLC CABINET. 6 r8'NEW 3N M1E 6 SXNL PADNCE ALL BYH5R5 AS REWWEO (24)-/0 ANO(2)-/12GXD FNCL09JflE rOTK LGW(ATPS) 6aA (1)-1'C FOR APLIM ITS Tte AND TVSS ALARM CABLE SIDEH/9588 /MFC FOR NPHA U)-3/PC FOR .GAMC Bls BU TRNI5BNN1 TO WFC AT BECFITEL NP (1)23' HFA LIRCAT.(2)-/12 k 4-M/245x079194 CArS CABLE 2;:C CABINET.GC SHALL Al WIS BRACKET STS.ANDREWS (1)-/12GND M4KE.LLL 1.TE IRA s PMr/4002730.02 AT CIBINET 7�2D X11 PANEL 'A'-SCHEDULE /� (I)-3/4C FOR BETA M T1. c (1)-81 f17 BEEA BTS TAB MCP4 1 3 (2)BELDEN /791W UT5 CARE ` (2)BETDEN/79t9A CATS CABLE 5('yE,N15 4-0R/215HD 4-Pi Iz45Hp E (1)-3/CC F#7 APPA B15 T1s 54D (2)BEIDDI/79194 pT5 CABLE (1)-3/4-WFL FOR-#1 BETA (U-3/4'WFc FaR GWIM NOTES: 8 M 4-PR/asxD HEA 12 O (z)-p2 k xEA 12 BA (2)-pz k 1) 24VDC CABINET INSTALLER SHALL MAKE ALL FINAL TERMINATIONS AT 24VDC CABINET p)-pz cxD (1)-pz BAD 24v 2) NOKIA INSTALLER SHALL MAKE ALL FINAL TERMINATIONS AT NOKIA BTS CABINET HIGH/LOW CABINET ALARMS MMERS 3) 24VDC CABINET MANUFACTURER SHALL PROVIDE AND INSTALL BRIDGE KR FROM 24VDC TO BE PUNCHDOWN �® CABINET TO NOKIA BTS CABINET ON 66-BLOCK INSIDE TE21. 2 N SEE DETAIL 1/EO6 —© FI 24VDC MANUFACTURER SHALL PROVIDE AND INSTALL DC POWER CABLES AWG FOR 1 - FINAL TERMINATION BY NOKIA. DC DISTRIBUTION CABLES SHALL BE (2)-2/0 AWG as FOR EACH BTS. ' /2 AWG (TP) l2 AWG(TYR) ALPHA SITE BETA WE OAMMIA B78 LE T OPEN TAN CIRCUIT BREAKER FOR DC DISTRIBUTION CABLES SHALL BE LEFT OPEN AND PROVIDED W/A REMOVABLE LOCKING DEVICE OR TAG SO THAT M20B BATTERY CABINET INTRUSION 6 4RBB324Y00 = _ SS THE BREAKER CAN NOT BE CLOSED. AIARNS TO BE CONNECTED TO THE 19 COL LDS DATACOM ALARM CARE TE21 INTRUSION ALARMS IN SERIES /C0361W75 FOR TERMINARON B) DC CABLES SHALL BE RHH/RHW AND CABLE TRAY (CT) RATED AT REAR UFT PLATE. SEE DETAIL 1/E06 (l)-3/"c/g2)`122 Br xaw _ C) NOKIA INSTALLER TO PROVIDE OC DISTRIBUTION CABLES LUGS ON NOKIA Ua CIRc2UT P"OED END AM INSTALLED BY cc. _ 5) 24VDC INSTALLER SHALL PROVIDE AND INSTALL TELCO CABLE(S) BELDEN CPART #7919A COILED AND READY FOR FINAL TERMINATION BY NOKIA (3) 1 1/2'RMC W/(4)/GAM RFD WH AM(4)JWAG BACK RxH/KKM CABLES AND CC O` NEIV 6) 24VDCMANUFACTURER SHALL PROVIDE AND INSTALL CDS DATACOM ALARM CABLE NO OSESAM - THRI COMMIT IS AC. (4 BULK a3Bus E 1•c.cc PROP AN AND INSAND (9)Eo. P'`` S• $]' YD PART #C0361DO75 COILED AND READY FOR FINAL TERMINATION BY NOKIA (1) USE 2•i CBIWB(1 TL. (a)5W OC BREAKERS PRQ•ROEp B!ARCUS AND(9) - SNLLL BE PRONGED BY BMHIEL AND INSTALLED RY M.(ARCUS PANµro-311-10) N 7) ALL CONDUCTORS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE O� W/NEC AND LOCAL CODES ! * 8) SUFFICIENT CABLES SLACK HALL BE PROVIDED TO PERMIT NOKIA INSTALLER TO ELEC/TELCO/ALARM ONE LINE DIAGRAM /� W 9) ALL CABLE ENDS AT THE NONIA BTS pSHALL BE GENTLE ED AND TAPED A SCALE xAs 22W 4 -22-06 RE-68um FOA CONRRILnpN/PEAYr P14R CIE JIB , ry ! S ] 0-25-W mum/OR OBawmcnoo1/PONT PNR CA Ja y EAST MARION ■ 2 O-44-05 town FOA ODNnN rnO /PBsrt ARE cJw JIT u L i n f i n I y NEW A�oF�Ss NP` 1 -26-05 mum FBA GBBIIN�N�NR.r PIR GJW Ja ; ELEC/TELCO ONE-LINE AND e n g i n e e r n g cd o -01-05 mom FSA mAvnAA; mQVm Mmr Mw ww JCA 99 NNE STREET SITE NO. LI-1017 PANEL SCHEDULE ALBANY.MY 12207 B -.70-OS AE�SREO FOR REVEW/COLLQIT WI( CJW JJS aPEE:(�se7)CATs IJS M�ARMION NY 11939 A -16-06 BSIIm FOR RENEY/CdRFNr PIR CJw JS FAX:150-034_2 - WIRELESS DATE "BASIONS BY pB Joe SITE ORAwRR9 NUMBER REV SCALE IDEBCIED; I mow: 24897 INYCENY1011 E03 4 6 5 4 31 2 1 1 "IR tff�w GSM1900 Txi/Rx1/Tx%Rx2 GSMB50 1900 Tz1 Rz1 x2 Rz2 GSM850 Txi %1 %2 %2 / / /T / 800 10121 0 SITE NUMBER: LI-1017 RF SYSTEM SCHEDULE 1 2 ANTENNA BTS- ANTENNA COAX RAD EST. COAX ANTENNA BEAM ELEC DOWN MECH DOWN ANTENNA SERIAL POSITION TYPE AZIMUTH MODEL NO SIZE CENTER I LENGTH FUNCTION WIDTH TILT TILT NUMBER m '�^ 0 0 0 0 1900 fiw GSM RXt 1 45-DEG 0 DEG 0 DEG (] CO 1900 GSM R%2 1 0 0 °I m m m ?—A 30 DEGREES KATHREIN 800 10121 (4)—I 5/8' 117—FT 270—FT 65C CSM Rx1 z h N m - 850 1B0C CSM Rz2 P 45—DEG 0 DEG 0 DEG m 745—DEG 0 DEG 0 DEG CONNECTOR DIN TYPE FEMALE 2-A 850 30 DEGREES KATHREIN 800 10121 (2)-1 5/8" 107—FT 260—F7 CTOR TYP. (ANTENNA) 3 1900 45-DEG 2 DEG 0 DEG 3 3 1900 - 8w GSM Rxt t 45-DEG 0 DEG 0 DEG 1-B 150 DEGREES KATHREIN 800 10121 (4)-1 5/8" 117-FT 270-FT I. csM Rxz t 8 850 8"0 GSM SM RX2 Pxt E 2 45—DEG 0 DEG 0 DEG 1900 G 7 850 45—DEG 0 DEG 0 DEG 1900 850 850 1900 2-6 150 DEGREES KATHREIN 800 10121 (2)-1 5/8' 107—FT 260—Fi A MHA MHA MHA 1900 45 DEG 2 DEG 0 DEG H - 1900 - BW GSM Rx1 1 45-DEG 0 DEG 0 DEG KATHREIN 800 10121 (4)-1 5/8' 117—Fr 270—FT 1900 GSM RxR t 4 4 1—C 850 250 DEGREES 85o GSM RXt z 45—DEG 0 DEG 0 DEC, 3 3 tsso csu Rxz z 3 3 850 45—DEG 0 DEG 0 DEG 2—C 250 DEGREES KATHREIN 800 10121 (2)-1 5/8" 107—FT 260—Fi C GROUND BAR 4 4 1900 45—DEG 2 DEG 0 DEG 4 (TOP OF TOWER) LMU N/A KATHREIN GPS (2)-1/2" N/A 15—FT fiCCR N/A N/A N/A OG-860/1920/GPS 5 5 5 5 NOTES • BILL OF MATERIALS 1.CONTACT RF ENGINEERING FOR LATEST RF GROUND BAR SYSTEM SCHEDULE PRIOR TO ORDERING (BOTTOM OF TOWER) ITEM NO. PART DESCRIPTION MANUFACTURER PART NO. QUANTITY SUPPLIER INSTALLER MASS. 2.ALL FIELD CHANGES TO THIS SCHEDULE 1 850/1900 GSM ANTENNA KATHREIN 800 10121 3 BECHTEL N/A SHALL BE APPROVED BY RF ENGINEERING 2 850/1900 UMTS ANTENNA KATHREIN 800 10121 3 BECHTEL N/A 3.ALL CABLE LENGTHS ARE ESTIMATES AND GROUND BAR 4 4 SHALL BE FIELD VERIFIED BY THE (NEAR EQUIPMENT) 3 1/2" TOP JUMPER W/MALE—MALE CON. (DIN). COMMSCOPE SFX500 36 BECHTEL GC COMMCm 4 FEMALE DIN CONNECTOR COMMSCOPE 1873ADF 36 BECHTEL GC 4.CONTRACTOR SHALL PROVIDE ANTENNA SERIAL fi 6 NUMBERS WITH THE AS—BUILT DRAWNGS 5 MAIN COAX LINE COMMSCOPE CR1873PE 4260—FT BECHTEL GC S.PRIOR TO INSTALLATION CONFIRM LOCAL B — — 6 1/2' BOTTOM JUMPERS W/MALE—MALE CON. (DIN) COMMSCOPE SFX500 24 BECHTEL GC COLOR CODING REQUIREMENTS W/CINGULAR 4 4 6.ANTENNA POSMONS ARE SHOWN FROM MOW 9 9 7 JMHA (MAST HEAD AMPLIFIER) NOKIA CS72993.08 6 NOKIA GC TO LEFT WHEN FACING THE ANTENNA ARRAY 4 4 4 4 DIPLEXER "A" DIPLEXER "B' 8 MHA RFS ATM 19801712— 6 BECHTEL GC 9 DIPLEXER RFS FDGW5504/2C-3 6 BECHTEL GC 4 4 6 6 6 6 50 OHM 50 OHM LOAD LOAD RX2/TX2 RX1/TX1 RX2/TX2 RX1/TX1 6 6 COLOR CODE RX2/TX2F85 1 RX2/TX2 ALPHA TX1/RX1 ALPHA TX2/RX2 BETA TX1/RX1 BETA TX2/RX2 GAMMA TX1/RX1 GAMMA TX2/RX2 GPS BCCH o ID TAG GSM GSM GSM GSM GSM GSM 1900MHz NOKIA GSM 85OMHz NOKIA GSM 9 0 0 UMTSTURE Wig COLOR CODE 1 GREEN 3 GREEN 1 BLUE 3 BLUE 1 WHITE 3 WHITE 1 YELLOW 2 YELLOW UMTS ID TAC ALPHA TX1/RX1 ALPHA TX2/RX2 BETA TX1/RX1 BETA TX2/RX2 GAMMA TX1/RX1 GAMMA TX2/RX2 0o GSM GSM GSM GSM GSM GSM UMTS NODE B l5 COLOR CODE 2 GREEN 4 GREEN 2 BLUE 4 BLUE 2WHITE I� A ANTENNA SCHEMATIC SCALE: NT9 ) ..,.., V-18-0 RE—tlWRD FDR OommmNcnGN/mmirr pm cJw ars aa m m Fm oGNsmuc Gx/Pamar P n GW JJS �Q S• STE �p ` '""? _a Nasum FOR Omamucnml/PEmR FWR cNW Oda n f n v EAST MARION • NEW mum FDR osxs R cTpR/ABuw Pw aw m e n g 1 n B 6 T 1 n g J ■ mDm FSR GDNs m mm/FE.. M;R JW Ma l HNA,SEMATIC 99 NNE SREEf «c---vvv SITE NO. LI-1017 I- d X07 c i n g u a r � / MAK `� D RF SCHEDULE oF.7EE: sip 4.H-nw 9245 MAIN ROAD FAx: (�18) 45e-zs59 ISSUED FGR RtTSW/cwlENr mn cJw •Ms i ;,+, s -a =- EAST MARION,NY 11939 150-034 WIRELESS REVISIONS BY m1K fflE ;r. SICE IF DRAmNG NUMBER REV SCALE: DESIGNED: DRAwN: ��✓ 071 NYCENV1017 E04 4 6 5 4 3SESSIONI T 1wn ■ DNaW OFAMS kOR CODING NOTES I LMR240 JUMPERS SHALL BE LABELED ON BOTH ENDS(COMBINER AND BTS SDE)WITH COLOR TAPE IDENTIFYING EACH DESCRIPTION BECHTEL BTS VENDOR ANDREW RESPECTIVE SECTOR(ALPHA-GREEN,BETA-BLUE, GAMMA-Win) D 13M NUMBERING TAPE SHOULD BE AFFIXED OVER THE COLOR SECTOR TAPE IDENTIFYING ME.TECHNOLOGY(850. 1900, MMA) WLS I. G F AND ME SECTOR/CABLE(A0. Al. B0, 81) OUAL BAND COMBINER F I FPS/BCCH CABLES SHALL BE IDENTIFIED ON BOM ENDS(TVSS AND ANTENNA)WW 'GPS AND-BCCH' LABELS MLU' T PLEA PORTS GPS CCH ANTENNA .1 CODND NOTES GPS CCH ANTENNA WAX CABLE ICOR%GROUND KITS ARE REWIRED ON E911 COAX N ICE BRIDGE ANTENNA IS MOUNTED W TIE TONER SURGE ARRESTORS D FOR GROUND XN LEVEL MOUNTING OF CPS/EICCH ON AN ICE BRIDGE, SHELTER PARAPET W STAND ALONE PIPE NOT MORE THAN MOUNTED IN ME IC PRE CONNECTORMEO LMR-210 CABLES h JUMPERS THE COAD(NEED NOT BE GROUNDED GROUNDED THAT ME RF TVSS. WHIE IS INSTALLED AND PROPERLY GROUNDED. WHEN MOUNTED W ME ICE BRIDGE. THE ICE BRIDGE MUST BE GROUNDED PER AWS STANDARDS. WHERE TIE MOUNTING PIPE IS ATTACHED TO ANON-GROUNDED SURFACE, SAD F, I, T ME PIPE MOUNT SHOULD BE GROUNDED. A EPEE STAND-ALONE POLE MOUNT MUST AL50 BE GROUNDED. WAN CABLE F,I {FOR ROOF MOUNTING ON A BUILDING WIM ME SHELTER OR EQUIPMENT ON TILE ROOF, NOTE 2 ABOVE APPLIES. PROVIDED THAT ME GPS/BCCH - CAT LCO CARIE F I ANTENNA IS NOT ME HIGHEST METALLIC POINT W ME ROOF AND ME COAX CABLE RUN DOESN'T EXCEED 30-FT. IF EITHER OF ME ABOVE TELCO POWER 8:RF CWDUITS F COR ROOF EXIST MEN ME COAX SHALL BE GROUNDED AS 6 ON A TONER. 1 1 9 FOR ROOF MOUNTING OF ME ROCf E ANTENNA NIM AL WAX CABLE RUN DOW ME BUILDING RISER TO AN EQUIPMENT ROOM LOCATED LOWER MAN ME FLOW BELOW SH ROOF ME COAX CABLE OWN BE GROUNDED WI IF W A TONER. $ME LPS/BCCH ANTENNA SHALL BE GROUNDED WQTS ONN /2 AWG GROUND MRE MEN IT IS NOT STRAP MOUNTED TO A PROPERLY GROUNDED 1CANTENNA S/BCCN F= FURNISH STEEL SUPPORT POST. - T ANTENN I - INSTALL 2E ANDREW CONNECTON BY G- GREEN LIGHT NNECTORS BTS VENDOR T= LEST AND PRONSION LY ON N LEGEND: GPS/BCCH MAST /SCCH MASTNEW CABLNG/JUMPERS a NWELD) TX/R%1 R%2 R%t R%2 OPTIONAL MALE CONNECTOR 1 1/2- 0 CNDUIT SEE GROUNDING NOTES (TERMINATE AT 6'%6-NEMA U ❑ FEMALE CONNECTOR 31?ENCLOSURE MEN TRANS. TO(2)3/4' FILE% CONDUIT 30B OR c NOT N TO ENTER BTS) M%3 E911 = - qK1 ° 2 M - SCOPE } } ANTI MT %1 M%2 I/2COAXAL CABLE ARGUS 1E21 A AM2 13UB p0 R%2 RX2 CPK N2 TR%4 /v pyTp 2 TR%1 M — N — N LMR240(TYP 6) NORIA ULMASM 850 GSM (OPTWAL W/850) TYPICAL PER SECTOR LMR240(TYP 6) / LMR240(TYP 2) 3/4" 0 CONDUIT 1 1/2'0 CONDUIT (TERMINATE AT 8'%6'NEMA LO TO 850 GSM COAX„UMPERS h CONNECTORS 3R TO(2) 3/�FLEX IRE MEN MANS MUL9-CWPIERS TO 1900 GSM (GSM M/C PORTS TO COMBINER) T ANTENN TO ENTER BTS) CONDUIT(O NAL W/850) r� MULTI-CWPr� 6 BELDEN F7919A INCOMING CAT 5e Q CAT 5e CABLE FROM T�SENCLOSURE AT 1ELW N CWNEC VENDOR BY \ ENCLOSURE BTS VENDOR THC THC 0 (TYP) (TYP) BELDEN (/919A OUTGOING CAT 5e TO LAT 5e CABLE 1900 BTS TELCO CABLE 850/1900 COMBINER IN TELCO ENCLOSURE IN 1111 QUAL BAND COMBINER (OPTIONAL W/850) BILL OF MAMRHALS I (OPTIONAL W/850) /R%1 R%2 X1 R%2 R ITEM DESCRIPTION TOTAL QUANTITY PART NO. U NA 'CCH/GPS GPS ANTENNA 1 KAMREIN OC-860 1920 GPS MAX JUMPERS MC A CONNECTORS -MALE CONNECTOR 4 ANDREW L4PNM-RC (DUAL BAND O - B CRT OA%CABLE 2 ANDREW LDF4-50A COMMNER TO NLS) GSM GPS R%1 KA TR%3 E ARRESTOR GPS WAX 1 HAS 3403.1].0045 ((TT�� NLS R%1 MX/2 WAN 24V DC ANf1 . M2 ENCLOSURE 1 AROUS TE21 %1 JUMPER. MLS TO GPS MS 2 LMR240 11THC I1N %fTWAN CABLE DB25 9 24VDC MU TRX2 ESS LOCATOR SENSOR (NLS) I BY ANDREWS GRAYSON (OUTS TO SHAD) (EXISTING W/IN TE11) AM2 1 CARRIERACCESS1%2 RX2 X2 CPKAPW M2 X4CABLE FROM DSU M NLS I (FFT) OR 006-�WS-0}� DB25 OA" !YAS DVfO GOA%JUMPERS, 850/1900MHz LMR24O/HTNC/11MC/ FEM MALE +) NLS POWER CORD.(C15A049]-5-4) M% [13 COMBINER TO WAS 6 20-FT CB15 DB15 -) (-) 850/19OWHz COMBINER 1 (BY ANDREWS) A002466.G1 SAO 8 %\ WAX JUMPER. MLS TO 850 AND/OR 6 PER CABINET LMR240/X_FT I1THC W 24V DC �^ (S� NO(IR Ul1RA511E 19W GSM t900 GSM MULTCWPLER POUTS �-FT 2-/1a AWG "� TYPICAL PER SECTOR - GROUND TO RACK FLANGE SIRf£ARREStt%t(BC 1 - Nh5 J4021].OD)0RACK (p2 AWG FOR CARRIERACCESS SHAD) NLS POKER 1/ WAYSW G15A049T-5-1" - 4 22-Os w-ISgtRv FCR aN9FRucIKINMse]ia 1"m 3 o-as-os asum M WINFMCDON/PVYr Pxn 2 0-01-05 69VED FOR�r PHR CJN 49 •; R * - 1 - ,i i n f i n g Y EAST MARION • NE: -2° °' F°"aw"/vnwr "R c w J s ' L SCHEMATIC& e n g i n e e r i n g `%M/ D -01-Ds IssRIFD FVR Cp6MBC11Gu/PFmsF 1Yl( GW NS 41 99 PINE STREET SITE NO. LI-1017 ' ;< �, OF MATERIALS AUII NY 1220] c n g u '.a r 9 _� RB-RBIIED MR REVFW/aYFENr WR CJR AN O FAX:�:(4511))u"4 26986 920.5 MAIN ROAD A -ls-os 69LRD FCR Rfl1FA'/CMENF PFR CJW '.IJS EAST MARION,NY 11938 \ DATE REVLSpNS Bf CNK BRE DRAWYE NUMBER REV 150-034 WIRELESS \-. '% s�uE: ��: NYCENv1oT eos a 6 5 4 0 0 0 WHT BLU e 1 e O BLU WHT — 2 — NA WHT ORG e 3 e / ORG WHT 4 e NA WHT GRN e 5 / D X9 ALPHA GRN WHT 6 e NA (ARM PORT WHT BRN e ] e BRN HT — 8 e INA WHT SLT — 9 e / SLT Hi — 10 a )NA RED BLU — 11 e 1 WHi/BLU BLU RED' — 12 e ,NA 20 BLU/WHT RED ORG 13 RED 2 RG/MT TO RADIO CABINET INTRUSION (PRE-WIRED IN 24V) 21 w ORG RED 4 BLK , EAc t WHT/GRN 4 T1-SURGE SUPPRESSOR i^ 5 ( Y .TEXT ID YI) 3 GRN/MT i ATLANTIC SCIENTIFIC N0. REO GRN 15 RED 22 p TEMP (PRE-WIRED IN 24V) WHT/BRN o 90]00 oo GRN RED 16� GRN )(� i2,TEXT ID Y1) Q 4 RED BRN ` 7 WFR BLU 43 BRN/WHT PORT MARKED DIN RAIL x n �'� TVSS (IF AVAILABLE IN PANEL BY GC) 5 WHT/SLT "PROTECTED" ATLANTIC m BRN RED 1 ,(W Y3,TEXT ID Yet) -o 9. 24 SLT/N'HT y RJ48 (TYP) SCIENTIFIC 2160] m x RED SLT iH23 RED/BLU loNA .. 29 BLU/RED $ PLASTIC (SEE NOTE 1) 0 r? ] RED/ORGNOTCH a BLU BLK HT COMM POWER FAIL (BY GC) o ORG/REDR WHT (EAC Y5.TEXT ID Y5) gi 26 RING TONGUE BLK ORG ORG a o 5 RED/GRN COMPRESSION a o 4 RECT 24V - MAJOR (PRE-WIRED IN 24V) 8 2] GRN/RED N w TERMINAL G x v ORG BLK 24 YEL ,(TAD Y6, TEXT ID Ys) w o x RED/BRN O T (SEE NOTE 2) i 9 BLK GRN d 25 BRN w RECT 24V - MINOR (PRE-WIRED IN 24V) a z i" 26 BRN/REO W o LABEL o GRN BLK 26 BLU ,(EAC p,TEXT ID p) r55n IO RED/SLT BLK.BRN MID C 29 SLT/RED 8 BLK/BLU a. BRN BLK 1 BATTERY ACTIVE (PRE-WIRED IN 24V) O o o RY J(M Y6,TEXT ID Yts) tt k' BLK SLT a 29 e o 0 30 BLU/BLK SLT BLK a 30 o INA o 12 BLK/ORC w YEL BW a 31 e / }1 ORC/BLK a INA 13 BLK/GRN PORT MARKED BLU YEL 32 YEL ORG 33 e / - _0 14 BLK/BRN RJ48R(TYP)TED" ORG EL 34 a INA 33 BRN/BLK ` YEL GRN 35 e 1 BLK/SLT g. I5 l SLT/BLK F TO TELCO 1 GRN EL 36 a JNA O J4 YEL/BLU u NIU 37 a 1 '16 //6 AWG STRANDED 38 e 1 Nq INTRUSION ALARMS 35 BLU/YEL of CU, TNHN GREEN 0 39 e J JUMPER'D TOGETHER 17 YEL/ORG INSULATED GROUND WIRE o BY ARGUS AND ROUTED CDS MTACOM P/N 36 ORG/YEL BONDED TO MOB _=a 40 — INA TO PINS 13,14 YEL/GRN OR GROUNDED ENCLOSURE / C0361OTES100X) 18 e e 41 a (SEE NOTES 1,2,3) 37 GRN/YEL D a 42 e 1 NA m 19 YEL/BRN e 43 D e J DRAIN PRE-INSTALLED // RED a 44 NOTES TEMP ALARMS JUMPER'D� BILK a POWER COMPARTMEM 1. OBTAIN CABLE AND CONNECTOR ASSEMBLY FROM: NOTES: TOGETHER AND 45 CDS MTACOMM B ROUTED TO RED 46 HIGH/LOW TEMP AND SHAWN LONG 1. MOUNT SURGE ARRESTOR ON EXISTING DIN RAIL IF AVAILABLE. BATTERY COMPARTMENT 972-424-7234 DIRECT OTHERWISE PROVIDE ATLANTIC SCIENTIFIC MODEL NO. 21605, 5-INCH I/O EXTENSION BLK 47 HIGH/LOW TEMP ALARMS 972-424-7620 FAX 4-UNIT DIN RAIL. OR EQUAL, AND SECURELY MOUNT TO TELCO BOARD BY ARGUS a 48 1 2. CABLE AND 37-PIN CONNECTOR COME PREWIRED FROM BOARD REAR PANEL . ' BATT AND CDS MTACOM. 49 J POWER BAY 300%x' = CABLE LENGTH IN FEET. 2, ATTACH GROUND WIRE TO THE DIN RAIL, SEPARATELY FROM THE RAIL e 50 INTRUSION ALARMS MOUNTING HARDWARE, USING STAINLESS STEEL BOLT, LOCKING WASHER AND NUT OR SELF-TAPPING MACHINE SCREW THAT FIRMLY GRIPS THE N.C. ORG O 0 O NOTE 3 NOTES FOR TE208 INTRUSION ALARM: ALARM CABLE FOR NOKIA SITES DIN RAIL. BATTERY CABINET 1) DISCONNECT WIRE /22 FROM N.O. (OPEN) TERMINAL OF SW5 & CONNECT LOW TEMP ALARM COM ORG WHT n TO MALE 0.25" QUICK CONNECT (RED WIRE) FROM TE208 DOOR INTRUSION ALARM 3. T/55 MAY BE ORIENTED TO SUIT SITE REQUIREMENTS. BATTERY CABINET N.O. BLU CABLE. USE PROVIDED FEMALE 0.25" QUICK CONNECT HIGH TEMP ALARM(COM BLU HT 2) NOW CONNECT THE BLACK WIRE FROM THE TE20B DOOR INTRUSION ALARM CABLE TO THE N.O. (OPEN) TERMINAL OF SW5 T1 SURGE SUPPRESSOR O1E6 sssMi—so RED 22 N.Q. ALARM CABLE z SCALE: NTS 3 1. S66MI-50 BLOCK W/898 BRACKET TO TELCO F M INTRUSION ALARM CABLE SCALE: NTS BE SUPPLIED BY 24V MWUFACIURER FROM TE208 BATTERY 2. WIRE TO PROVIDE CONTINUITY WHEN CIRCUIT IS NORMAL ALARMTO 66 CABLE BACK LARM BLOCK BLK BLK COM CABINET S. WtV 3BRIDGING REQUIRED.BIFMON-SA-t-25 OR S. S EQUIVALENT) A 4. TORN BACK AND STORE UNUSED CONDUCTORS. 1],75 JN.O. ARGUS 24 VDC 66 BLOCK ALARM ASSIGNMENTS 66 BLOCKALARMASS/GNMENTS POWER COMPARTMENT REAR LIFT OFF ACCESS PANELINTRUSION ALARM4 to A t W CI L d+ W J df SCALE: NTS 4 22-06 K-ISfi11ED RSIR CONSIRQCIIOII/AWR PKR QJW JJ6 i�ylfl F'.r'1au+. 3 0-26-06 65UED M CONSTRUCTION/PflYT RIVE OJW AL6 .n 2 0-01-06"RRoft NSIRUCRON/PFMR NEW _0 oso aax/PETae P n cJw _ R10 \B 729 fN nI D�s g y EAST MARION • ■ D -01_osamucnn,/Rm., w, a n M6 �FESNP MISCELLANEOUS 99 PINE 91REEf QpSITE NO. LI-1017 B _30 oR REY�,P�Da6r2R Nw( uw m DETAILS IM. NY t2-2 9245 MAIN ROAO ngularFAX:((156))4N 20W EASTMARION,NY11939 A -tB-OSREVEW/W6EnT RR CJW ,us150-034 WIRELESS MID DAAVISIONS BY CNK JOB 611E DRAMNQ MIMBBi RLVSCALEIGNED: PRAWN; 24897 NVCENV1017 FA6 4 6 5 4 3 2 ALARMS ROUTED TO CINGULAR O 66-BLOCK ALARM BLOCK INSIDE THE CINGULAR TELCO ENCLOSURE USING BELDEN /9566 8-PR /24UTP ALARMS PRE-WIRED BY ALARM CABLE D PURCELL Q O O O O INOKIA PIN 0 O 0 - DOOR ALM i0 %8 ALPHA 1- -- WHT ORG WHT BLU �" RF AMP FAULT-MCPA 850 _ - - _R - _ MCPA INTRUSION MINOR 1g BLU WFR MCPA INTRUSION - (MINOR) �� - _ RTN - - - ORG LU (EAC/n.TEM 10 F31) ALARM PORT (M F13.TEV ID /32) - ENV ALM w WHT/BLU 2 WHT ORG WHT BRN RF AMP FAULT-MCPA 1900 ENV ALM -- BLU WHT MCPA HIGH TEMP/FAN FAIL (CRIT) 20 ORG i 4 J (EIG/14,TEAT 1D/36) RTN _ _ (EIC 721.TEM ID 135) 3 WHT GRN e 5 0 FUSE ALM - - 21 GRN HT 6 ) N/A RTN _ N 4 WHT BRN 7 - 22 BRN HT 8 e , N/A MNRI ALM NOTE: ONLY THE TOP AU1RM - MNRI RTN - _ O n 23 SLTT SHi 1� O lI MCPA INTRUSION CABLE IS SHOWN FOR CLARITY, - RED BLU o 11 l(EAC�1]• IExT 1D �St) 3 ALARM CABLES WILL = - _ _ `_" MNR2 ALM _ <N 6 BE PRE-INTEGRATED. MNR2 RTNa 24 BLU RED 12 ) N/A - - - - - ¢ae 7 RED ORG — 13 MNR3 ALM _ o CE 25 ORG RED a 14 ) N/A A MNR3 RTN _ rc a 8 RED GRN 15 _ - C RA1 ALM _ - - WHT BRN MJ0 26 GRN RED 16 ) N/A -- i m 9 RED BRN 1� - MJRAI RTN - o 27 BRN RED =4-1 MCPA HIGH TEMP/FAN FAIL (EAC /21, TEM ID JIM) M MJRA2 ALM _ _ w 10 RED SLT 19 l MJRA2 RTN"- - z 28 SLT RED 20 — I N/A -_ - - - 11 BLK BLU 21 e / MJRA3 ALM - - 29 BLU BLK a 22 e ) N/A DB-15 CONNECTOR TO oz - MATCH DUAL BAND mp _ MJRA3 RTN - -CRHAI ALM p - RF AMP FAULT-MCPA 1900 (CRIT) 12 BLK ORG e o 23 0 1 CHASSIS (EAC 4. TExr ID/35) 30 ORG BLK a 24 — N/A J CRITAI RTN —13 BLK GRN 25 l 26 — J N/A - - CRITA2 ALM — 27 — CRITA2 RTN - - e e 298 e e) N/A CRITA3 ALM - o w BRN HT a 30 =_ -- _ CRRA3 RTN _ - _— 31 MJRB1 ALM :.V WHT GRN ee 32 =_ - MJR81 RTN ri =— 33 =_ = 34 = -- - - -- - e e MJRB2 ALM - -- -.. MJR82 RTN _ - ,,, o= 36 =_ MJRB3 ALM 37 e e B 38 ee MJR83 RTN - _ -^ _= 39 ee _ CRITBI ALM -- RF AMP FAULT-MCPA 850 (CRR) _— 40 oe --_ -3-. (FAC 113. TEKT IO 132) " - CRITBI RTN - 41 � O 42 CRIT82 ALM =- 43 =_ FROM MCPA CHASSIS _ - CRITB2 RTN SIGNAL WIRE COLOR ALARM _ _ _ _ _— 45 — MINOR ALM BLK - CRITB3 ALN MINOR RTN RED MCPA FAN FAIL _ - CRRB3 RTN - - _— 46 — MAR A ALM GRN __-- - - -- - TEMPORARY JUMPERS ee 47 ee MUR1900 1-MCPA FAIL (REMOVE JUMPERS E( REQUIRED 48 =_ _ CRT A RTN BLUE WHEN MCPA MODULE(S) ARE 49 =_ CRT A ALM WHT/BLK 1900 2-MCPAI FAILINSTALLED PER SECTOR CRT A RTN GRN/BLK 0 /TECHNOLOGY) e e � e eE� AUR 8 ALM RTN BLK/BLK/WHT 850 1-MCPA FAIL NOTES- CRT 0 0 NOTE 3 �Q� S� STf` yOn CRT B ALAI RED/WHT 850 2-MCPAM FAIL PERMANENT JUMPERS 1. $66M1-5o BLOCK W/898 BRACKET i0 TELCO / 0� �n CRT B RTN BLUE/WFTT I (TIES ALARMS IN SERIES) BE SUPPLIED BY GC n 4 tP 2. WIRE TO PROVIDE CONTINUITY WHEN CIRCUIT IS NORMAL _ MCPA MAIN ALARM BLOCK 3. INSTALL BRIDGING CUPS (SIEMON-SA-1-25 OR EQUIVALENT) AS REQUIRED. ' 4. TURN BACK AND STORE UNUSED CONDUCTORS. S66M1-SO 66-BLOCKALARM/N TELCO ENCLOSURE ', D;i oeb �� A SCALE: NTS ) 4 -22-08 RE-ESUEO TOI ooTI3TRIRCIIDII/PB+EIT PIR GIM - -'..: ' AROFESSIONP� S o-25-05 C:511m FOR OONSTIW'IIDM/PERMIT PNR CAM' ,MS r- 2 o-o4-Ofi L4AlD fUR WII�ICIIIXV�T RR GW m )-- i n f i n i EAST MARION NE; -28 05 mm CONRMICDOM/nDI IT PMt GIW JJ5 Ya B �l i e n g 1 n e e T I 0 9 0 -01-05 WMDED EWR commHUCROM/PFMR MINK GIW m w 89 PINE STREETcct SITE NO. LI-7017 C n g u I a rcal . .ALARM DETAILS ALBAN(Y M 1220] B 30-05 RE-ISSUED fOR I�TFP/DpMOIT 1YlC .YS 1 OF�Axe(5iej)443i�25� 9245 MAIN ROAD - - . EAST MARION,NY 11939 A -18-03 ISSUED FOR REVIEW/001ME1rt PIR GIW JA 150-034 WIRELESS DATE REolsaNs !ry CNKJofi# 1 srtE IT 1 oRARNG NUMBER I REV SCALE DF5IGIED: I DRAWN; 24897 INYCENY10171 SOMA 1 4 6 1 5 4 3 2 1 1{L,11 v • NEW o ■ cingular WIRELESS SITE NUMBER: LI-1017 CINGULAR ID: NYCENY1017 SITE NAME: WEST ORIENT POINT DRAWING INDEX REV DIRECTIONS PROJECT INFORMATION FROM CINGULAR OFFICE TAKE 495 EAST TO OLD COUNTY ROAD (CR-58) TO MAIN ROAD (SR-25). FROM 1-495 APPROXIMATELY 26 MILES. SITE WILL BE ON THE LEFT OF MAIN ROAD. T01 TITTLE SHEET2 SCOPE OF WORK: AN UNMANNED TELECOMMUNICATION FACILITY INCLUDING THE INSTALLATION OF OUTDOOR EQUIPMENT CABINETS AND (6) PANEL ANTENNAS MOUNTED Col SITE PLAN 2 ON A FLAGPOLE. CO2 DETAILED SITE PLAN AND DETAILS 2 SITE ADDRESS: 9395 MAIN ROAD FAST MARION, NY 11939 CO2A GRADING, EROSION&SEDIMENT CONTROL NOTES 2 LAND OWNER: EAST MARION FIRE DISTRICT CO3 ELEVATION VIEWS 2 VICINITY MAP 31 EAS MA O EAST MARION, NY 71939 APPLICANT: NEW CINGULAR WIRELESS PCS, LLC C04 CONSTRUCTION DETAILS 2 15 EAST MIDLAND AVENUE PARAMUS, NEW JERSEY 07652 C05 CONSTRUCTION DETAILS 2 41.1276-72.3414 TAX ID NUMBER: 31-3-11.31 C06 CONSTRUCTION DETAILS 2 LATITUDE (NAD 83): 41' 07' 40.1' 25 LONGITUDE (NAD 83): 72' 20' 29.2' C07 CONSTRUCTION DETAILS 2 ELEVATION (NAND 88): 32' AMSL C08 CONSTRUCTION DETAILS 2 48 JURISDICTION: TOWN OF SOUTHOLD e C09 LANDSCAPE PLAN 2 CURRENT USE: FIRE STATION PROPOSED USE: TELECOMMUNICATIONS FACILITY E01 EXTERIOR GROUNDING PLAN 2 CURRENT ZONING: SPLIT-ZONED HB AND R-40 E02 UTILITY ROUTING PLAN 2 2s ELECTRIC COMPANY: UPA E03 ELEC/TELCO ONE-LINE AND PANEL SCHEDULE 2 114 TELEPHONE COMPANY: VERIZON E04 ANTENNA SCHEMATIC AND RF SCHEDULE 2 B0 SITE QUALIFICATION PARTICIPANTS E05 E911 SCHEDULE AND BILL OF MATERIALS 2 a' 79 NAME COMPANY NUMBER E06 MISCELLANEOUS DETAILS 2M - .. � 25 =� .. <. ASE JOHN STEVENS INFlNIGY ENGINEERING (518) 434-2288 E06A ALARM DETAILS 2 s `t+` SAC JOY MOONEY HIGHLANDER CONSULTANTS, INC. (631) 581-8105 n 105 ° 27 LANDLORD DANIEL WOOD EAST MARION FIRE DISTRICT (631) 477-0539 CON GIL VERONESI �l �/ cll/� CHTEL (412) 680-0922 A _:a RF TARIK OUAZZ y'�P��J TSL..'-'. ' ..(201).755 `2154 '_ ft-o i n f i n i y • NEw 2 �5 m�Pr�r g WEST ORIENT POINT 21- 5 I=UD FOR 'p1°r PHR rw a' engineering ■ D 1-03 fSwFD LAN 99 „.,�s InO SITE NO. LI-1017 �r MAN DJN TITLE SHEET' µms., �, ,z207 a 30-05 TIE-Issuo TD9 AMEN/CpYEM MAK DJW a . (5181 434-2288 9395 MAIN ROAD n g u a r A 19-03 i5S1kD roM 11MM/talYnlr PIR C.IW 07 �0 (5,8) 434-2059 EAST MARION,NY 11939 9 O9 150-034 WIRELESS NO DATE R�IONS er cHK rO sSC�;� JOB SiTEJ I DRAWING NUMBER REV SCALEDESIGNED: DRAWN: 24897 NYCENY1017 T01 2 N/F \ GENERAL NOTES: ANTHONY LEKAKIS \ 1 1. SITE PLAN INFORMATION WAS WAS BASED ON VARIOUS SOURCES USE: RESIDENTIAL -40 LAND OF INFORMATION INCLUDING FIELD NOTES & MEASUREMENTS D ,I ZONED: RVAC � PERFORMED BY INFINIGY ENGINEERING, PLLC OF NY. Gill 2. THIS PROPOSAL IS FOR AN UNMANNED TELECOMMUNICATIONS FACILITY N/F �� \ CONSISTING OF PANEL ANTENNAS MOUNTED TO A FLAGPOLE 11 %• CHERYL L. BONDARCHUK PLACEMENT OF SMALL, WEATHERTIGHT RADIO EQUIPMENT CABINETS � USE: RESIDENTIAL - 1 FAMILY RESIDENCE • 1•\ \ 1 V' WITHIN THE SUBJECT LEASEHOLD, AND ASSOCIATED APPURTENANCES. ZONED: R-40 J'/• `, EXISTING `'a: 9� , 3. THE PROPOSED CINGULAR WIRELESS SERVICES FACILITY WILL BE UNMANNED AND ,350 -' i ,CONC. SLAB �• \ �` DOES NOT REQUIRE WATER OR SEWER SERVICE. J f LOT 1 + y, },INS �� `�^ �� \� \ 4. THE PROPOSED CINGULAR WIRELESS SERVICE FACILITY IS UNMANNED, AND IS NOT VQ w ry N/F �Q INTENDED FOR HUMAN HABITATION AND THUS DOES NOT REQUIRE HANDICAP P 6;N/ ,Sq� \� WHITE SWAN EMLL , ACCESS. USE: 1 FAMILY • \\ 5. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION PROPOSED 120' �' -PROPOSED 10x10' RESIDENCE1� BY LINGULAR WIRELESS TECHNICIANS APPROXIMATELY (2) TIMES PER x FLAGPOLE FENCED AREA }41' N/F �, ZONED: R-40 .` MONTH. EASTERN BREEZES y R E 1',r\, \ �, \ 6. NO STROBIC LIGHTING IS INCLUDED IN THIS PROPOSAL. 5 EXISTING cj N USE: 1 FAMILY ,r` 1 y =}INA. BUIEDING ;4,w RESIDENCE EA•\w 7. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM r x +T •0- ZONED: R-40 �+ 1� THIS PROPOSAL CO3 �. a �• : �� �� �� 8. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. �� •� ` V/ 1, 9. EXTERIOR SIGNS ARE NOT PROPOSED. N/F 4 9 ,LAO OF CINGULAR 1 / yPROPOSED ACCESS THROUG xi GEATRAKIS & GEORGE 7 LEASE�� MI QO2 EXISTING ENTRANCE D ` / 10. NO NEW ACCESS ROAD WILL BE REQUIRED UNDER THIS APPLICATION. C KORTSOLAKIS �, i6O � ARKING AREA USE: RURAL RESIDENTIAL Jy9. 11. TOTAL AREA OF DISTURBANCE UNDER THIS PROPOSAL: 370 SF3 ZONED: R-40 v .� `\ i // 1� 12. THE INCREASE IN STORM WATER RUNOFF DUE TO THE INCREASE IN ���• // 1 IMPERVIOUS AREA IS INSIGNIFICANT. EXISTING DRAINAGE PATTERNS WILL ,1 NOT BE ALTERED. THEREFORE, DRAINAGE STRUCTURES ARE NOT PROPOSED. & / \ \ ,\ _�•�W24 • � � 13. ALL CONSTRUCTION FOR SITE IMPROVEMENTS SHALL CONFORM TO APPLICABLE �yA'6 ,/hx / � SPECIFICATIONS, STANDARDS, AND REQUIREMENTS OF THE GOVERNMENTAL B• ¢y �1 9 03 / '� // OR UTILITY AUTHORITIES HAVING JURISDICTION. 14. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER N/F C '1•' / R'J UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED SYLVIA M. DALEY �• ryh •y * Ov AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF USE: 1 FAMILY RESIDENCE 5 RH�UN SE �' //�� THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. ZONED: R-40 ;26' b `�9• �� NOTE: METES AND BOUNDS ARE TAKEN EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN FROM A SURVEY PERFORMED BY EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. PECONIC SURVEYORS PC, LICENSED CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING LAND SURVEYOR. CREW. THIS WILL INCLUDE BUT NOT LIMITED TO A) FALL PROTECTION S �.�•�• W 7��• ,,ohj %/�P B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION 19'38 +J' i // 15. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWING AND Wti5 i STIPULATED IN THE PROJECT SPECIFICATIONS. N/F / EXIT POLE 16. IF NECESSARY, RUBBISH, STUMPS. DEBRIS, STICKS, STONES AND OTHER B E.M. WAR MEMORIAL ASSOC. USE: RESIDENCE REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. ZONED: HE 17. THE SITE SHALL. BE GRADED TO CAUSE SURFACE WATER TO FLOW SITE PLAN v AWAY FROM THE RADIO EQUIPMENT AND TOWER AREAS. SULE ) 18. THE SUBGRADE SHALL. BE COMPACTED AND BROUGHT TO A SMOOTH s9• a s9• 1ar UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE SYMBOLS AND MATERIALS SITE LEGEND DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE = EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ---- - �a D DETAIL REFERENCE rellm NORTH ENGINEERING. z PROPERTY LINE 20. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND — W FENCE LINE NOT COVERED BY THE PROPOSED IMPROVEMENTS SHALL BE RESTORED R ■ K ■ p SECTIONS AND DETAILS AS REQUIRED. E ELECTRIC SERVICE 21. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR 0 CONCRETE T TELEPHONE SERVICE EROSION AND SEDIMENT CONTROL. 22. ALL SITE WOR COORDINATED WITH THE PROPERTY OWNER EARTH PROPOSED CONTOUR AS REQUI - _ ...... . ................... A. GRAVEL/STONE w EXISTING CONTOUR 23. CON ��OF �,r ERT: 800-962-796p TO LO UN OR TO CONSTRUCTION. ry 2 0-04-05 6LRn FM mIBIRxIo"/pENYE PMR CJW i n f i n I y`� WEST ORIENT POINT • NEW 1 z� MM T� /PEST PMR engineering � � '�� 99 ME SfPEEi SITE NO. LI-1017 ° 1 LmlO FOR°0�'"UC10N/PO"°T 1iOT °"" )�ej w SITE PLAN' N6 . W 122o7 omcE: 9M) 4-2M 93%MAIN ROAD ' n A 16-05 6Llm�WRm Wt / MAX: CJ('F vox: (�16) 4x-zos9 EAST MARION,NY 11939 /00I6mrt P96t CJW JJs X77 096 • 150-034 WIRELESS NODAZE n cHKP ARO�SS10"1 e f S E DRAx1Nc NUMBER REv DESIGNED DrtAwN: 248.97 NYCENY1o17 GOT 2 ePROPOSED 10'x10' CINGULAR FENCED / D LEASE AREA PROPOSED CINGULAR 120' FLAGPOLE 4RECOMMENDATIONS RUT PIPE/CONDUIT CLAMP 9 OR P2558-35 (GALV.) AL) FOLLOW MANUF. FOR BOLT TORQUE 5/16 2" O.D. 6'-0. 1 EPDXY GROUT TO CONCPROPOSED LANDSCAPEe SLAB BUFFER COB EUNISTRUT P1001 (GALV) IX)6 PROPOSED GATE F r v D p ) l0 B-5/8"0 GALV HILT ~ 7001 GAL 3 K'NIN BOLT II OR 9 ( W2 EMBEDMENT EOUrV WITH 2 3/4" UNISTRUT P1001 GAL (BOLT HOLES = 7/8"0) 4 4" PL 1 1/4"x10"x10" 7 4. 4. (QV) CONCRETE PAD C COAX SUPPORT ( COAX SUPPORT RACK ANCHORAGE ON CONCRETE PAD 2 PJC CO DUIT (R7pR5ES}IICHING TO 13EUNMZGROIJND COAX By0 Sc NTS 2 sc+�E: Nrs 3 HAND E CONDUIINNG WATER PIPES OR ELECGENERAL SITE NOTES' 1. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE UNISTRUT PIPE/CONDUIT CLAMP P1119 RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE OR P2558-35 (GALV.) (TYPICAL) USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR FOLLOW MANUF. RECOMMENDATIONS FOR DUAL 150 WATT 120 VOLT NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE BOLT TORQUE INCADESCENT FLOOD LIGHTS WORKING ENGINEER. 3 ST O.D. 4,-0" 3. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER REMOVED POST WHICH INTERFERE OR THE EXECUTION OF THE WORK, SHALL IC REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT — — B INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL LOCATION OF CINGULAR �UNISTRLIT P1001 (GALV) CONTRACTOR TO OF AN ENGINEER. GPS ANTENNA MOUNTED TO PIPE MOUNT 2 o MOUNTING w 4. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW o s� AWAY FROM ALL EQUIPMENT AND TOWER AREAS, ePROPOSED COAX 3"0 SCH.40 w 5. GARBAGE, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SWILL CO2 SUPPORT RACK MCPA CABINET w wo PIPE (GALV) BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER.. I o 0 UHFS BTS 10~ 15 AMP, 120V, 3 HOLE a UNISTRUT P7001 (GAL1� 6. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT ALPHA 850/1900 BTS PROPOSED GALE BOX, THROUGH F®, 1 w SINGLE POLE TOGGLE m UNISTRUT 1001 GAL SWITCH AND NEMA 3R COVERED BY THE BUILDING OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM p4 ypC SLOPE, FERTLIZEO, AND SEEDED. � iv BATTERY CABINET LOCATION OF CINGULAR EQUIPMENT AND PLATE IPMENT ON FINISHED GRADE APPROXIMATE 10'-Ok22'x8" DEEP PROPOSED NCRETE PAD 2" ABOVE EXISTING GRADE lL, 4 PROPOSED POWER/ CO2 TELCO FRAME -- 'C• �„� n u u GAMMA 650/1900 BTS a .k DETAILED SITE PLAN BETA 850/1900 BTS 10"0 PLAIN SCALE-' 1 CALLED NORTHPROPOSED WORK o CONCRETE OR ,•_: GDS LIGHT (8' ABOVE AUX CABINET SiKRETE PIER i PROPOSED lNCED 2 �-�" Er"LEC/TELCO SU � 4, A PROPOSED LANDSCAPE BUFFER LINGULAR FENCED 2 ,- LEASE AREA i n f i n i tAla-45 INR GJW �Q ti g WEST ORIENT POINT • NEW T�FOR cman8FG1gN/PEIG�r Ptn ca DETAILED SITE PLAN engineering mm m cwffmu llaN/PEre�T MAI( C,lO 89 gsi S1W SITE NO. LOAD g u I a r "`�FOR 1�W � AND DETAILS Al . NT 1=7 FM: s1e) ass- 9395 MAIN ROAD ' /CGwExr MAK C.IW r"'I: (�1°) '3x-� EAST MARION.NY 11939 1551LD FDa nevEW/GOUIDa PIR CJW 0710Q6150-034 WIRELESS RL ONS V CHK P VSlol p JOB 6 E DMW NC NUM9ER REV . SCNF: DE9GNFD: DRAWN: 24897 NYCENV7017 CO2 2 D GRADING & EXCAVATING NOTES: GENERAL EROSION & SEDIMENT CONTROL NOTES: VEGETATIVE SCHEDULE 1. ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY I. THE SOIL EROSION AND SEDIMENT CONTROL MEASURES AND DETAILS AS SHOWN SPECIES RATE/1000 S.F. DATE HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREE FROM LOOSE HERIN AND STIPULATED WITHIN STATE STANDARDS MATERIAL AND EXCESS GROUNDWATER. DEWATERING FOR EXCESS GROUNDWATER SHALL BE FOLLOWED AND INSTALLED IN A MANNER SO AS TO SHALL BE PROVIDED IF REQUIRED. MINIMIZE SEDIMENT LEAVING THE SITE. 2. PRIOR TO COMMENCING LAND DISTURBANCE ACTNITY, THE 2. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL IF SOUND UMBS OF LAND DISTURBANCE SHALL BE CLEARLY AND SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH, THE ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR TALL FESCUE GRASS 1.0/ APRIL 1 - OCTOBER 15 UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE OTHER APPROPRIATE MEANS. REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE 3. EROSION CONTROL DEVICES SHALL BE INSTALLED BEFORE GROUND SERICEA LESPEDEZA SEED BEARING HAY 1M/ OCTOBER 1 - MARCH 15 EXCAVATION BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION WITH OVERSEEDING WEEPING LOVEGRASS 0.2 MARCH 15 - MAY 1 FOUNDATION. CONTROL DEVICES MAY RAVE TO BE ALTERED FROM SHOWN ON THE 3. ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER APPROVED PUNS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE FERTILIZER MIX MECHANICALLY COMPACTED GRANULAR MATERIAL OR CONCRETE OF THE SAME DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE QUALITY SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR APPLICATION N, #/ACRE P,Oa, #/ACRE K=O, #/ACRE I N. TOP DRESSING STABILIZE THE BOTTOM OF THE EXCAVATION. STONE, IF USED, SHALL NOT BE USED ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. AS COMPILING CONCRETE THICKNESS. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF tat 60 - 90 120 - 180 120 - 180 50 CONSTRUCnON SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 4. AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW 4. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES 2n° 60 120 120 Q GRADE, AND BEFORE BACKFI ALL EXCAVATIONS BE CLEAN OF MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE UNSUITABLE MATERLAAS V DEBRIS.SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH. PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE fig: 5. -USE APPROVED MATERIALS CONSISTING OF EARTH, LRAM, SANDY GUY, SAND DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. - GRASS AND MULCH ALL DISTURBED AREAS ANY DIFFICULTY IN CONTROWNG EROSION DURING ANY PHASE -BE FREE FROM CLODS OR STONES OVER 2-1/2--MAXIMUM DIMENSIONS OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER HYDRAULIC SEEDING O 11PMENT -BE PLACED IN 6' LAYERS AND COMPACTED TO 95% STANDARD PROCTOR IMMEDIATELY. EXCEPT IN GRASSED/LANDSCAPED AREAS, WHERE SOX STANDARD PROCTOR 5. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL WHEN HYDRAUUC SEEDING AND FERTIUZING EQUIPMENT IS USED, NO GRADING AND SHAPING OR PERMANENT VEGETATION HAS BEEN ESTABUSHED. CONTRACTOR SHALL SEEDBED PREPARATION WILL BE REQUIRED. THE FERTILIZER, SEED AND WOOD CELLULOSE F18ER 6. REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL CLEAN OUT ALL SEDIMENT PONDS WHEN REQUIRED BY THE ENGINEER OR MULCH WILL BE MIXED WITH WATER AND APPLIED IN A SLURRY. ALL SLURRY INGREDIENTS MUST MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE THE LOCAL JURISDICTION INSPECTOR. CONTRACTOR SHALL INSPECT EROSION BE COMBINED TO FORM A HOMOGENEOUS MIXTURE, AND SPREAD UNIFORMLY OVER THE AREA PRIOR TO PLACING FILLS. PLOW, STRIP, OR BREAK UP SLOPED SURFACES STEEPER THAN CONTROL MEASURES AT THE END OF EACH WORKING DAY TO ENSURE WITHIN ONE HOUR AFTER MIXTURE IS MADE. STRAW OR HAY MULCH AND ASPHALT EMULSION THAN 1 VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL BOND WITH EXISTING SURFACE. MEASURES ARE FUNCTIONING PROPERLY. WILL BE APPLIED WITH BLOWER-TYPE MULCH SPREADING EQUIPMENT WITHIN 24 HOURS AFTER SEEDING, THE MULCH WILL BE SPREAD UNIFORMLY OVER THE AREA, LEAVING ABOUT 25 WHEN THAT SUBGRADE EQU OR EXISTING GROUND SURFACE TO SURFACE FILL HAS A DENSITY LESS 6. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN PERCENT OF THE GROUND SURFACE EXPOSED. TITAN THAT REQUIRED FOR FILL, BRFlJ( UP GROUND SURFACE TO DEPTH REQUIRED, THE SILT IS WITHIN 12* OF THE TOP OF THE SILT FENCE. PULVERIZE, MOISTURE-CONDIDON OR AERATE SOIL AND RECOMPACT TO REQUIRED 7. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONVENTIONAL SEEDING EQUIPMENT DENSITY. CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE GRADE, SHAPE AND SMOOTH WHERE NEEDED TO PROVIDE FOR SAFE EQUIPMENT OPERATION AT 7. PROTECT EXISTING GRAVEL SURFACING AND SUBGRADE IN AREAS WHERE EQUIPMENT LOADS CORRECTED. SEEDING TIME AND FOR MAINTENANCE PURPOSES. THE UME AND FERTILIZER IN DRY FORM WILL WILL OPERATE. USE PLANKING OR OTHER SUITABLE MATERIALSDESIGNED TO SPREAD EQUIPMENT BE SPREAD UNIFORMLY OVER THE AREA IMMEDIATELY BEFORE SEEDBED PREPARATION. A LOADS. REPAIR DAMAGE TO EXISTING GRAVEL SURFACING OR SUBGRADE WHERE SUCH 8. SILT BARRIERS TO BE PLACED AT DOWNSTREAM TOE OF ALL SEEDBEDWILL BE PREPAREDBY SCARIFYING TO A DEPTH OF 1 TO 4 INCHES AS DETERMINED DAMAGE IS DUE TO THE CONTRACTOR'S OPERATIONS. DAMAGED GRAVEL SURFACING CUi AND FILL SLOPES. ON SITE THE SEEDBED MUST BE WELL PULVERIZED, SMOOTHED AND FIRMED. SEEDING WILL SHALL BE RESTORED TO MATCH THE ADJACENT UNDAMAGED GRAVEL SURFACING AND 9. ALL CUT AND FILL SLOPES MUST BE SURFACED ROUGHENED AND BE DONE WITH CULTIPACKER-SEEDER, DRILL, ROTARY SEEDER OR OTHER MECHANICAL OR HAND SHALL BE OF THE SAME THICKNESS. VEGETATED WITHIN SEVEN (7) DAYS OF THEIR CONSTRUCTION. SEEDER. SEED WILL BE DISTRIBUTED UNIFORMLY OVER A FRESHLY PREPARED SEEDBED AND 10. CONTRACTOR SHALL REMOVE ALL EROSION & SEDIMENT CONTROL COVERED LIGHTLY. WITHIN 24 HOURS AFTER SEEDING, STRAW OR HAY MULCH WILL BE SPREAD e. REPLACE EXISTING GRAVEL SURFACING ON AREAS FROM WHICH GRAVEL SURFACING IS MEASURES AFTER COMPLETION OF CONSTRUCTION AND UNIFORMLY OVER THE AREA, LEADING ABOUT 25 PERCENT OF THE GROUND SURFACE EXPOSED. REMOVED DURING CONSTRUCTION OPERATIONS. GRAVEL SURFACING SHALL BE REPLACED ESTABLISHMENT OF PERMANENT GROUND COVER. MULCH WILL BE SPREAD WITH BLOWER-TYPE MULCH EQUIPMENT OR BY HAND AND ANCHORED B TO MATCH IXISDNG ADJACENT GRAVEL SURFACING AND SHALL BE OF THE SAME IMMEDIATELY AFTER IT IS SPREAD. A DISK HARROW WITH THE DISK SET STRAIGHT OR A SPECIAL THICKNESS. SURFACES OF GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. 11. THE ESCAPE OF SEDIMENT FROM THE SITE PACKER DISK MAY BE USED TO PRESS THE MULCH INTO THE SOIL EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED IF INJURIOUS SHALL BE PREVENTED BY THE INSTALLA71ON OF EROSION CONTROL AMOUNTS OF EARTH, ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, PRIOR TO REUSE FURNISH ALL ADDITIONAL GRAVEL RESURFACING MATERIAL AS REQUIRED. LAND-DISTURBING ACTIVITIES. BEFORE GRAVEL SURFACING IS REPLACED, SUBGRADE SHALL BE GRADED TO CONFORM TO REQUIRED SUBGRADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED. DEPRESSIONS IN THE SUBGRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL MAY BE USED FOR FILLING DEPRESSIONS IN THE SUBGRADE, SUBJECT TO ENGINEER'S APPROVAL 9. DAMAGE TO EXISnNG STRUCTURES AND UTILITIES RESULTING FROM CONTRACTOR'S NEGUGENCE SHALL BE REPAIRED/REPLACED TO OWNER'S SATISFACTION AT CONTRACTOR'S EXPENSE. 10. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERTY OWNER SO AS TO AVOID INTERRUPTIONS TO PROPERTY OWNER'S OPERATIONS. 11. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION. 12. ALL CUT AND FILL SLOPES SHALL BE MAXIMUM 2 HORIZONTAL TO 1 VERTICAL 13. CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING SITE VEHICLE TRAFFIC AS TO NOT ALLOW VEHICLES LEAVING THE SITE TO TRACK __. MUD ONTO PUBLIC STREETS. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING PUBLIC STREETS DUE TO MUDDY VEHICLES LEAVING THE SITE. Nl A 2 0-°.-as mum rox wtr>- nax�re>aIn PNt cm i n f i n i g y WEST ORIENT POINT • NEW 1 26-06 mm F06 C0amumovPp a P« CJW � RADING, EROSION & engineer ( n g ° -01-05 tswm tab OOISI cnmVPFAItlT MhK °"' ; DIMENT CONTROL NOTES 99 %NE STREET SITE NO. LI-1017 a 3o-os rv8 Ievow NBANT. NY 1320) °Er' 18) wu-zme 9395 MAIN ROAD 7�MIv(f YAK CJW t A 16-OS SLED F°R RENflY/COIMpIf PFHI CJMt FPX (516) 4Jt-20.5a EAST MARION,NY 11939 � �� 01jO150-034 WIRELESS OATS T SIONS BY c KRp�SS10 � ,roe SITE OPAwNc HuueER REV SCALE 061GNED: pMWN: 24897 NYCENY7017 COZA - 2 D SECTOR 1 — 30' PROPOSED FLAGPOLE FIRE DEPARTMENT EQUIPMENT ID FIRE DEPARTMENTEQUIPMENT ! OT (TO BED 136Y OT ANDFIRE (TO BE SUPPLIED AND INSTALLED BY OTHERS) SECTOR 3 - 250' VSECTOR.2.- z 150' ppOpQSm LINGULAR EQUIPMENT PROPOSED CINGULAR EQUIPMENT AREA (2) ANTENNA PER SECTOR AREA (2) ANTENNA PER SECTOR PROPOSED LYCUAR AN7EMUS SEE SHEET E04 FOR ADDITIONAL SEE SHEET E04 FOR ADDITIONAL (2 ANTDM PER SECTOR) INFORMATION INFORMATION MODEL ).' KATHREIN 800 10121 GAL Fn NORTH ANTENNA LAYOUT c J Q U W Q W 2 W 2 J W K 7 C W Z y�Jj V Ho < n o O z z z D_ a o FIRE DEPARTMENT EQUIPMENT z FIRE DEPARTMENT EQUIPMENT w wrZ 0 (TO BE SUPPLIED AND a a o (TO BE SUPPUED AND a LL INSTALLED BY OTHERS) o N g u INSTALLED BY OTHERS) o ¢ o o o I 5 a m o zo O N -H ¢< U G -HZ U O J J [V a, 10.3• z a *Oz a +i U N J I V O Q ^ Q * O .H B ANTENNA MODEL- 800 10121 O '.1 'ANTENNA WEIGHT 4531bs 41 LOCATION OF GPS -H ANTENNA MOUNTED TO H-FRAME ANTENNA DETAIL MODEL #: KATHREIN 800 10121 EMENND.CNG" EONPROPOSED aAiAXM SCXE IS N3 PROPoSED FENCE PROPOSED EENCE GRADE LEVEL = 32' (AMSC) GRADE LEVEL = 32' (AMSC TOWER FOUNDATION DESIGN GRADE LEVEL = 0' (AAL) —TOWER FOUNOA110N DESIGN GRADE LEVEL = 0' (AGL) (81' OTHERS) (BY OTHERS) SOUTH ELEVATION---o EASTELEVATIONNOT TO S� HOT z ��QF MFS, /7A T<C`` F J 2 0-01-05 �t1E0 F9R CONSfRUCIpN/PEPYfT PHR .. - ---- - i IT f i Cl WEST ORIENT POINT • NEw 1 - msm FDR L«a ,oNTPE1wT PHR ELEVATION VIEWS engineering�� cingular ° -01 � �` MAN 99 NNE STREET SITE NO. LI-1017 a �-os RE s EOR REMEW/ mum uut AL61M', NY 13397 A 18-03 6511FD FOIE MN'Ew/C°Wdf PHt GNI WF10E (51 B) x.14-1299 9395 MAIN ROAD FAX (STB) X34-3959 150-034 EAST MARION,NY 11939 WIRELESS o IHTE REMSIONS n CNN o ���Dg4, doe s E DRAwwc NUMBER REv SCALE OESIm - DRAWN: C$$1Vt`A� 24897 NYCENY1017 - CO3 - 2 CONCRETE AND REINFORCING STEEL NOTES: NOTE: COMPACT SOIL TO MIN 95% 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, MODIFIED MAX DENSITY PER ASTM D1557 METHOD D ACI 318 AND THE SPECIFICATION CAST-IN-PLACE CONCRETE. D 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. r ALL CONCRETE EXPOSED TO FREEZING WEATHER SHALL CONTAIN ENTRAINED AIR PER ACI 211 AND TABLE 4.2.1 OF ACI 318-95. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED ALPHA BETA GAMMA UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM BATTERY a 24 VDC 8508/x1590 8508/00 850/1900 MCPA UMTS A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES e o SHALL BE CLASS -B- AND ALL HOOKS SHALL BE ACI STANDARD, UNO. O 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: 8- THICK CONCRETE o 0 0 CONCRETE CAST A"NSTEARTH PAD o o e CONCRETE EXPOSED TO EARTH OR WEATHER: N. SLOPE FINAL GRADE 1 NFL4h1FER CONCRETE ANDLARGER EXPOSED TO EARTH OR WEATHER OR NOT CAST AWAY FROM PAD AGAINST THE GROUND: li o•. o•, o•. o•. o. o., v SLAB AND WALL........................3/4 IN. i> BEAMS AND COLUMNS""""""'1 5. A 3/4- CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, 0C. EXCAVATE AS REQUIRED TO REMOVE UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. C CENTER OF SLAB VEGETATION AND TOPSOIL, AND PLACE MIN 4- CRUSHED STONE 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ELEVATION VIEW ENGINEERING APPROVAL WHEN DRILUNG HOLES IN CONCRETE. 4- SITE WORK GENERAL NOTES: 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. m 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS io AND PROJECT SPECIFICATIONS. n 3. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER BATTERY 24 VDC ALPHA BETA GAMMA REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. CABINET BTS BTS BTS 4. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. MCPA UMTS 5. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN o ANY FILL OR EMBANKMENT. B 0 NOKIA BTS CABINETS SET BY 6. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. NOKIA PER MANUFACTURER'S RECOMMENDATIONS 7. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED ARGUS CABINET SET BY TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. GENERAL CONTRACTOR PER MANUFACTURER'S RECOMMENDATIONS B. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 9. SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND THOSE LOCAL AUTHORITIES HAVING 22'-G- JURISDICTION. PLAN VIEW EQUIPMENT PAD DETAIL r r^� 6GLE: NISI op NEWr �,, ` v A -28-05 �t m Fa,C@mmxro FB56r PHR c i n I i n i g WEST ORIENT POINT • NE: CONSTRUCTION engin a e r Ing �/ D -0,-m ssom Foe cmmftcnw/Poe�r MAK c,w K B9 PINE SIIM C.V SITE NO. LI-1077 c i n g u I a r B - K K�/CMAENT MAK cm DETAILS PI NV m 9396 MAIN ROAD Omcc:(5181 s MII A -11-05 mmm FOR Dcvtw/corvrm Plat rrw Fac (518) 43 -20 s EAST MARION,NY 11939 Q 150-034 WIRELESS DATE REY1510N5 BY DNK P A X1096B 9ffE DRAWING NUMBER REV SCALE: DEMCNm: omw A� oNPy 24897 NlCFU• 017 c ° _ 2_ GPS/BCCH D ANTENNA 2 COAX CABLES GROUND CLAMP (GPS h BCCH) (SEE NOTE 4) USE: 1. COMMSCOPE CONNECTOR (PART NO. SFXANMR) VALMONT MICROFLECT 2. ANCHOR MARINE HEATSHRINK UNIVERSAL PIPE ADAPTER KIT PART NO. 81534 I (PART NO. 327106) EXISTING ICE BRIDGE POST 2- NOMINAL DIAMETER (2.375" OR SIMILAR POST. IF NEW POST ACT. O.D.) X 2'-0" MAX. IS REQUIRED, SEE DETAIL 2/CO2 SCHEDULE 40 RIGID GALVANIZED FOR POST AND FOUNDATION STEEL PIPE NOTES: 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE Y4 PLATE CUT TO REQUIRED CABLE DIAMETER VS. LENGTH SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA LENGTH TO FULLY SUPPORT SFX540PE (1/2-INCH) UP TO 70' 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR Ya" Dw. U-BOLT THE J BOX FXL1070PE (7/8-INCH) UP TO 120' SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH (TYP) C FXL1480PE (1 1/4-INCH) UP TO 170HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA CR1873PE (1 5/8-INCH) UP TO 200' DUAL 150 WATT 120 NOTE: FOR LARGER DLA CABLE, USE 6' 3. THE WEIGHT OF THE ANTENNA MOUNT IS 6.5 LBS. VOLT INCANDESCENT FLOOD LIGHTS. JUMPERS AT 1/2" DIA. 4. IF ICE BRIDGE OR SIMILAR POST IS NOT GROUNDED, GROUND WITH /2 AWG TINNED BARE COPPER WIRE EXOTHERMICALLY BONDED TO POST AND CONNECTED TO GROUND RING. rEND, OLE GANG BOX, DEAD NEMA 3R J-BOX SUPPORT FOR LMU/GPS SENSORS URE LIGHT FIXTURE J-BO% SURFACE MOUNTED CONDUIT, SECURE TO PIPE WITH STEEL PIPE STRAPS 15 AMP, 120V, 3 HOLE BOX, THROUGH FEED, ELECTRIC h TELCO SINGLE PLE TOGGLE RACK SUPPORT MAST SWITCH AND NEMA 3R 30-5/16" 30-5/16" 2-Yz- DIA NOM (2-%- J-BOX AND PLATE 24-13/32- O.D.) SCH 40 PIPE 24-13/32" 24-13/32" (TYP) 35.40" (3) /12 AWG IN 3'i CONDUIT CONTINUE 1° CONDUIT TO ELECTRIC 2-19/32" _. 5-29/32" 5-29/32" ) v 22.5" 4.33" 26.77" PANEL 0.65" MCPA CABINET 8 m b 24VDC CABINET ALPHA NOKIA BTS BETA NOKw BTS c"+ iO UMTS CABINET `D (PLINTH) (PUNTi) (PUNTi) N h " N " " n WORK LIGHT DETAIL �,� i (4)-5/e" ow SCALL N s m MOUNTING HOLES N m : a s I \ O p FRONT FRONT `T 29-5/8" 11/16" a BOLT HOLE MEASUREMENTS FOR A 24VDC OUTDOOR 5ITE BOLT HOLE MEASUREMENTS FOR A MCPA OUTDOOR SITE BOLT HOLE MEASUREMENTS FOR A UMTS OUTDOOR SITE CABINET ANCHOR LOCATION DIAGRAM<: �> SCAIE: OLA c7 :I,J � A. F N��l- :: 1 � i n f i n i 2 D-D4-DS �n PHR CJW �y NEw 1 -� L•S1ED FDR alsaVCT oR/REwtn RHR GJW CONSTRUCTION engineeringy WEST ORIENT POINT a 7-05 ssurn roa caatauclloN/Rumr MAK cm 99 PINE STREET SITE NO. LI-1017 9 30-0 RE-W9 4DR REvcR/ca1RR9a MAK DETAILS NT 19�DT 9395 MAIN ROAD c i n g u l ar OFSICE:(510) �]�07 A le-06 i0R REYEW/DGWFM R!R (•JW FAL(518) 434—W59 FAST MARION,NY 11939 D DATE REVLSIDN3 BY CNK >109v SffE DRAWING NUMBER REV WIRELESS 150-034 5r•i F. DESIGNED: DMWN: � 24897 NYCENY1017 CD5 2 BCCH/GPS ANTENNA MOUNTED TO COAX (2)-1/2" DIA E911 SUPPORT FRAME D 3–FT MAX FROM JUMPER TERMINATION COAX JUMPERS r_______ _______ 24VDC LAST SUPPORT // AT NOKIA BTS i GAMMA BTS BETA BTS ALPHA BTS 8" I •0000000 'I 00 .00 •• • '� 0000• • • • II ' •0•• 00• • h I II 00 06 0000000 i TRANSITION ALL CONDUITS TO I� 000 0 i000000 SUPPORT II 3/4" LMFC AT NOKIA BTS UNITS ' II l TRANSITION LMFC AT FRAME I I It i 24VDC CABINET 6x6 NEMA 3R ENCLOSURE 1/2 JUMPER— INOKIA CABINETS ' GAMMA GROUND It 0 II 0 0 0 I I I u I I I I L O d I 2"C FOR POWER TO COAX CONNECTOR i i ii i� 24VDC 24–#8 AND WEATHER PROOFED 0 II 0 II 0 0 0 1 2–#14GND I I I 0 I I I I I II II I 1"C FOR ALPHA T1s MAIN COAX TO E911 EQUIPMENT I 1"C FOR BETA ANDi 0 ii 0 iI AND TVSS ALARM CABLE C I I in GAMMA BTS T1s �' II 0 0 0 i TO APLHA BTS I I I II I' I I I I BETA GROUND ALPHA GROUND D ° n 00 0 ' 1"C FOR NOKIA HETAi ii iI UNISTRUT ANGLE CIRCUITS 6–#14, " 'I I BRACKET AND 3–#14GND I ,' i FLAT PLATE 0 0 o 10 o 0 0 o O 'l L7 a c (SIDE VIEW) CONTRACTOR TO MATCH EXISTING I tL BOLTS SURFACE DISTURBED BY EXCAVATION UNDISTURBED EARTH FOUNDATION BOLT TYPE MATERIAL EXISTING PAVEMENT SUPPORT FRAME AT REAR OF NOKIA POWER CABINET CONCRETE WEDGE ANCHOR W/ 1 1/2" MIN. EMB COMPACT IN 6" LJFTS SUPPORT FRAME DETAIL 1 STEEL H.H. CAP SCREW 6'W. mETAL CORE, / // // �/\ //\ ; N75 B wood 1 1/2 LG. AG BOLT WARNING TAPE PRINTEDWITH /\\ \ I I \\// n "CAUTION BURIED Lrn TTY LINES" 6"0 PVC CONDUIT O1 (TP FOR 6) 2" GALV. STEEL CONDUIT - FOR ELECTRIC GROUNDING 4 4 t4'-3" WASHED SAND COMPACTED NOTES: IN 6" LIFTS 1 CONTRACTOR TO PROVIDE LONG RADIUS BENDS. (24" RADIUS MIN. OR GREATER AS REQUIRED TO SNAKE CABLE CONDUIT THROUGH CONDUIT) 2. ALL PIPE TRENCHES TO BE HAND EXCAVATED WHERE FEASIBLE AND BACKFlLLED TO ENSURE THAT EXISTING CONDUIT AND PIPING ARE NOT DISTURBED. CONTRACTOR TO MAKE ALL PVC JOINTS WATERTIGHT. IE$I PRIOR TO BACKFlWNG. COAX TRENCH DETAIL 2 ?��OF PIE Yo y v A jAill-w -Ds Iswm F9R L016�RICIpN/PFAYT TMN eAr i n f i n I 9 WEST ORIENT POINT • NEw 6-0 1OR CDL'�I w °N/PD"rt GJw CONSTRUCTION engin e e r Ing - • -06 ISSUED MR CONSTg1MUMPMU MAK GML' MNE SITE NO. LI-1077 nguIar AD ��� FM / �MBVIT. w 1=7 9395 D�`(418)7 �=!? EAST MARION,NY 11939 m1wwRRavtW/Cu PSRGw us MAK � 1096DETAILS 150-034WIRELESS NIO E REVISIDNS w GHx P' �frSSSOtaP' JOB SITE # DRAWING NUMBER REV SCALE DESICNTD: DRAWN: iiNYCENY10171i Gbh 2 4'-0' GATE OPENING SUPPORT ARM W/BARBED WIRE � D END OR CORNER �J POST (TYP.) 10'-0' MAX. SPACING 2" MESH, 9 GAUGE GAL\.'. MALLEABLE IRON FORK LINE POST (TYP.) s TYPE LATCH WITH PROVISION FOR 1-1/2 PAIR INDUSTRIAL PADLOCK (PAGE-WILSON TYPE 75 1 1/4'0 BRACE RAIL MALLEABLE IRON OFFSET GATE LATCH ASSEMBLY OR EQUAL) TOP RAIL (TYP) PIN HINGE (PAGE-WILSON M-6 OR EQUAL) 3/8'0 TRUSS ROD WITH COMPOUND CHAIN LINK W TURN BUCKLE. o w� 2 1/2" O.D. POST 2' CROWN 1-1/2" 3-1/2" 3� (TYP.) FINISH GRADE o1rcJ W> D7W `�- g7 GAUGE 48' OR 6' BELOW FREEZE f I{ •I c BOTTOM TENSION WIRE CR La�? UNE WHICHEVER IS GREATER �'.� f• ��t'-2" n I,Ij 12" 0 FOR IF� C �.•� �� III UNE POST T d ftrl — ELECTRICAL COPPER BRAID CONCRETE (TYP.) SEE GROUNDING DETAILS J FOOTING, TYP. I4 10'-0" MAX. .III SPACING (TYP.) F----�1. 2• L6 RNERR& GATE POSTS GATE DETAIL SCALL CHAIN LINK FENCE DETAIL (ELEVATION) NTS scu_E: Nrs 2 B I METAL GATE DEIENT FENCE NOTES: INSTALL WITH SLOTS FINISH GRADE PARALLEL TO FENCE "•t w 1. FENCING MATERIALS SHALL BE OF GALVANIZED STEEL 2. POST, BRACES AND GATE FRAMES SWILL BE SCHEDULE 40 (STANDARD WEIGHT) PIPE. SIZES SPECIFIED ARE NOMINAL DIAMETER. _ 3. DOUBLE SWING GATE SHALL BE PROVIDED WITH TUBULAR PLUNGER - -III-I yL I .11 =_1 I In I L I' I _ _ _ BAR, t LOCK KEEPER, 1 LOCK KEEPER GUIDE, 2 LATCH FORKS, ` I I_I I I=I I I- I I-I I I -. '6 ;+. iI I I I=I I I—I I I-I I I—I 2 FORK CATCHES, 1 CATCH FOR PLUNGER BAR, AND 2 GATE STOPS 11 ' —� —"� �— •1 r' 1-1 t'—1 1-1 1-1 1 LOCATED AS DIRECTED BY THE OWNER. i I I 4. POSTS, CAPS AND OTHER NECESSARY FENCE Fff0NG5 SHALL BE AS CONCRETE °0 S I MANUFACTURED BY THE FENCE MANUFACTURER OR EQUAL HINGES SHALL BE OF GALVANIZED STEEL ' • CONCRETE 5. POSTS SHALL BE SPACED EQUIDISTANT BUT NOT MORE THAN 10' O.C. 10" I 6. BOTTOM OF FENCE SHALL BE NO MORE THAN 3' ABOVE 10" GRADE AT ANY SECTION. GATE DETENT DETAIL SCALE: NIS GATE/STOPPER DETAIL scxe N1s i �1 �yFj��\� .. :s:u .�.1 Ir A. 4 2 0--04-06 essr0 mR WmsIRUernx/Pow PNn rJN i n 1 i n g �/ WEST ORIENT POINT • NEW 0 26� mm `D" "�01f """ `" CONSTRUCTION e n g i n e e r i ng �/ � o t-ofi 65um IDR Daamtell0x/PEnMIr MAK aro 99 PINE srRECT SITE NO. LI-1017 c i n g u I a r e X0-0 RE-SIED tm K� /cwmDff MAX aW � DETAILS ALHAKY• t22m 9395 MAIN ROAD ohxe t(s,e) a. 2z� A 1e os mm mn rE.>Ew/muENr PHR c✓x +s Fp 0�7 O9g FA-(51e) Q] 2059 EAST MARION,NY 11939 150-034 WIRELESS 6m REVISIONS of CNKORb}�SSjplip pm DPAWING NUMBER REv SG4E DESIGNED: DRAWN: 24097. NYCENY7017 CO7 2 D WIRE FENCE- WHERE REQUIRED COMMERCIAL TYPE C SILT FABRIC ON UPSTREAM SIDE OF FENCE 3'-0' `--- ' - - DIR CTIO - - _ - E N MIN - -- - - - - - - -_- - OF FLOW __ C MIN �GROUND NE - IIrIIfI/ fi MSN' I I I NOTE: CHAIN LINK FENCE 1. DIG TRENCH 61-0• 3 4" CRUSHED STONE 2. LAY IN FABRIC TO f C33 SIZE NO. 57 UNITS OF CRUSHED BOTTOM OF TRENCH STONE SURFACE GRADE TO DRAIN AS 3. BACKFILL TRENCH, ON P� COVERING FABRIC SHOWN SILT FENCE DETAIL SCALE: N15 GRADE TO DRAIN ✓> � �>i % %%ft—/AWAY FROM TOWER YARD CONSTRUCTION NOTES FOR FABRICATED SILT FENCE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY POSTS: STEEL EITHER T OR U NARAFl 5DOX GROUND TO FENCE POSTS WITH WIRE TES OR STAPLES. TYPE STABILIZATION FABRIC S BGUS DON COMPACTED 2. FlLTER CLOTH TO BE FASTENED SECURELY TO FENCE: WOVEN WIRE, 14 GA B WOVEN WIRE FENCE WITH TIES SPACED 6' MAX. MESH OPENING. EVERY 24' AT TOP AND MID SECTION. AS DIRECTED BY BANKS CO. SECTION THROUGH COMPOUND /\ 3. WHEN TWO SECTIONS OF FILTER CLOTH FILTER CLOTH: FILTER X, MIRAFI 100X' SOLE: Nrs ADJOIN EACH OTHER THEY SHALL BE OVER- STABILINKA T14ON OR LAPPED BY SIX INCHES AND FOLDED. APPROVED EQUAL 4. MAINTENANCE SHALL BE PERFORMED AS PREFABRICATED UNIT: GEOFAB, NEEDED AND MATERIAL REMOVED WHEN ENVIROFENCE OR APPROVED 'BULDGES' DEVELOP IN THE SILT FENCE. EQUAL. 5. ALL SILT FENCE MATERIALS MUST BE LISTED ON THE CURRENT STATES. D.O.T. QUALIFIED PRODUCTS LIST J36. 4�0�NEI"�Y A I Gj O.tt� FG�y•P'� � r z n-04-05 ssua Fm crosmxnm/pew PHR GNI i n f i n l WEST ORIENT POINT NEW 1 25 05 BMW`°"� I wm PHR �"" �, CONSTRUCTION e n g i n e e r i n g� 0 I-W �„H 99 MNE SG m SITE NO. LI-1017 "�'G�1�r MAK "" (5.,; ln07„ 9395 MAIN ROAD c i n g u I a r 5 �..� � „ MAK GNI o DETAILS EAC (I14) Ix-]059 FAST MARION.NY 11939 A -15-05 L5511m FOR x /coMMFNr PHR 150-034 WIRELESS P4� RLvsoNs a CHK �O�LSSIONI� D9 51E oRAWING NUM9ER Rtv SCALE: DESIGNED: DRAWN, 24897 NYCENI'1017 COB 2 NOTE2250 SF. APPROVED MULCH SET TREE PLUMB a / (3' SEOLED DEPOT) D PRIOR TO STAKING 4WIRE 4LL PR TO D DWAEfER OF STAKE ARBORVITAE (TYP) N.L BY 24' 01 120' TYP. RUBBER HOSE ROOT (2 PLY GREEN) GUY WIRE PROPOSED S' LANDSCAPE GUY WIREBER HOSE BUFFER (DOUBLE STRAND, 2 PLYPLAN 3 MPROVED MULCH}}4 REBAR STN(ES6' LENGTHULTIVATED SOIL- DRNE BELOW GRADE4' DIAMETER LARGER HAN ROOT BALL OOFAPIL NTPIPITTR CONTAINER ADD IXCSOIL AS NEE"" TO TO BRING A TREE TO FINISHED GRADE; Q SECTION TAMP TO PREVENT SETTLING TREE STAKING AND GUYING A NOT TO SCALE C GENERAL PLANTING NOTES 1. STANDARDS SET FORTH IN 'AMERICAN STANDARD FOR NURSERY STOCK', LATEST EDITION, REPRESENT GUIDELINE G SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL 2. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER'S REPRESENTATIVE BEFORE, DURING, AND AFTER INSTALLATION. j 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO UTILITIES, j STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. j 4. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL TREE OF PESTS AND DISEASE. 5. ALL PLANTS MUST BE CONTAINER-GROWN OR BALLED AND BURLARPED AS SPECIFIED. 6. ALL TREES MUST BE STRAIGHT TRUNKED, FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. j I 7. ALL TREES MUSE BE GUYED OR STAKED AS SHOWN. PROPOSED 5' LANDSCAPE 8. ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. BUFFER i 9. THE ENGINEER'S REPRESENTATIVE WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIA PRIOR TO INSTALLATION. A B 10. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS - ��. BEFORE PRICING THE WORK. 11. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZATION, ETC.) OF PLANTING AREAS LANSCAPING PLAN CALLED NORTH1 UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE ENGINEER'S REPRESENTATIVE. SCAT 12. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS o is m' _ UNDER A MIST SYSTEM PRIOR TO INSTALLATION. (3- SETTLED DEPTH) MULCH 13. ANY PLANT MATERIAL THAT DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND MEETING ALL SPECIFICATIONS. 14. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE TOTAL AREA OF LANDSCAPED SITE 2675 SF ARBORVITAE (TYP) (1) YEAR BEGINNING AT THE DATE OF TOTAL ACCEPTANCE THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. PLANT MATERIALS LIST QUANTITY COMMON NAME SIZE REMARKS 27 ARBORVITAE 3' MIN. HEIGHT O EQUALLY SPACED r ALL PLANTING AREAS WILL BE TILLED AND PREPARED FOR OF NE�� -` A 'I PLANTING BY THE ADDITION OF APPROPRIATESOILAMENITIES .( AND TOPPED WITH MIN. 3' APPROVED MULCH. cP���S 8T�c6�,O�Q� •*__,.. 2 0-04-05 m11ED m COI6TRUCmwft RWr PHR cm A i n f i n i g WEST ORIENT POINT NEW 1 2&-w mum MR vPuaRr p,R e n g I n e e r i n 9 ■ o t-os mum ItR W lmftXm011/PFAIRr MAK LANDSCAPE PLAN Fa PiNc snFr SITE NO. LI-7077 a RE-6A FD FVR Rt1Er/rnu1F11r MA.R c w NBWY. W 1=7 of M 518) �J4 M8 9395 MAIN ROAD �' ri u ' a r A 11-05 mum FOR IEVIEw/caYrHI P!R CJW .us � �J 6 FM; (�18)43a ZWe EAST MARION,NY 11939 T 9 150-034 WIRELESS n� REVswNs er CHK P. ' � sne DRAWING NuueEn Rv C.safO�''* 24897 NVCENY10t7 C09 2 SCALE lomGNIM, DRAWN: CODED DRAWING NOTES GROUNDING NOTES 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH Q PROVIDE +2 COPPER GROUND RING ((MIN. V-6' FROM OUTSIDE EDGE OF THE NATIONAL ELECTRIC CODE AND ALL OTHER APPLICABLE LOCAL D TOWER FOUNDATION AND SLAB) BURIED AT MINIMUM 30' BELOW GRADE CODES 2 Q CONNECT FENCE TO GROUND RING. TYPICAL 4 PLACES. c�5ff 2. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING a \ GROUNDING AND UNDERGROUND CONDUIT INSTALLATION SO AS TO CONNECT TOWER BASE TO GROUND ROD IN TOWER RING ((77yypp FOR 3). gymPREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR CADWELD TO TOWER BASE PLATE OR AS PER MANUFACTUffER'S SPECIf1CAT], N. DAMAGE TO THE CONDUIT. PROPOSED CONNECT 647E TO GATE POST (1YP. FOR 2) WITH 4/0 WELDING CABLE 7 162 FLAGPOLE ° THAT WAS BEEN CRIMPED ON EACH END WITH A CAP FOR THE CADWELD ° 3. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC 3 PROCESS. LENGTH SHALL ALLOW FULL SWING OF GATE. CONNECT GATE o ° . (CADWELD). POSTS TO GROUND ROD. PROVIDE A WEEP HOLE ON BOTTOM CONDUCTOR ° °FOR DRAINAGE 3 ®o ° 4. ALL GROUND CONNECTIONS ABOVE GRADE SHALL BE FORMED USING BOND UTILITY RACK SUPPORT POST TO EQUIPMENT GROUND RING 1" 2-HOLE LUGS AND TWO (2) HIGH PRESS CRIMPS. WITH }2 AWG. \ 0 CONNECT SERVICE DISCONNECTING MEMS TO ISOLATED GROUND ROD LEGEND 5. ALL EXOTHERMIC MECHANICAL CONNECTIONS TO THE GROUND RODS \1 INSTALLED 2' AFC. 1- COPPER GROUND BAR, 1/4-X 4'X 20", NEWTON INSTRUMENT CO. SHALL START AT THE TOP & HAVE A VERTICAL SEPARATION OF 6' CAT. NO. 8-6142 OR EQUAL HOLE CENTERS TO MATCH NEMA FOR EVERY ADDIT10NAL CONNECTION. BOND TOWER GROUND RING TO MAIN GROUND BAR WITH (2) #2 DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL AWG GROUND WIRE. VARY BASED ON NUMBER OF GROUND CONNECTIONS) 6. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. i\ 2- INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 OR EQUAL \ 3- 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. Z ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 SOLID AWG TIN QPROPOSED CAT. NO. 3015-8 OR EQUAL PLATED COPPER UNLESS OTHERWISE INDICATED. GATE \ • T 4- WALL MOUNTING BRACKET, NEKTON INSTRUMENT CO. 8. IF APPLICABLE: GROUND RODS SHALL BE STAINLESS STEEL OR C e CAT NO. A-6056 OR EQUAL COPPER CLAD STEEL, 5/8"0 10-FT. LONG, AND SHALL BE DRIVEN eVERTICALLY WITH THEIR TOPS 18" BELOW FINAL GRADE. LOCATION OF MASTER AND BOTTOM e 5- 5/8-11 X 1- HHCS BOLTS, NEWTON INSTRUMENT CO. GROUND BARS. BOND ALL COAX 2 CAT NO. 3012-1 OR EQUAL 9. CONNECTIONS TO THE GROUND BARS SHALL NOT BE DOUBLED UP CABLES WITH COAX GROUND KITS E01 OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF 6- INSULATORS SHALL BE EUMINATED WHEN BONDING DIRECTLY TO THE GROUND BAR ARE PERMITTED. • TOWER/MONOPOLE STRUCTURE. CONNECTION TO TOWER/MONOPOLE BOND EQUIPMENT GROUND \ \ BETA 850/1900 B15 STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS BAR TO GROUND RING (TYP • ° pRSED SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY 2 PLACES) ° / �^FD GROUND BAR / > SUPPORTED. ALPHA 850/1900 BTS • /° / : ; !2 AWG GROUND WIRE 5c 11. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL OR MCPA & UMTS CABINET NOT EXCEED 10 OHMS. • BOND ALL METAWC • . :, % _e- 12• NO UPHILL GROUND CONNECTIONS ALLOWED OBJECTS TO GROUND BAR — r - - GAMMA 850/1900 BTS o e ° i UMTS BTS 24 VDC ° i MCPA CABINET 36" OR 6' BELOW FREEZE UNE WHICHEVER IS GREATER GRADE 84TIERY i -. n CABNET 2 \ ,i�y a °/ FENCES CADWELD COIL 10-FT GROUND WIRE FOR ABBREVIATIONS ELECTRICAL SYMBOLS 6 e I 5 ° NOKIA BTS CABINETS AWG AMERICAN WIRE GAUGE •Q GROUND ROD WITH ACCESS \ ° e 2 AWG GROUND WIRE BCW BARE COPPER WIRE CHEMICAL GROUND ROD e OR 24VDC CABINET & e e/ BATTERY CABINET DWG DRAWING GROUND ROD EMT ELECTRICAL METALLIC TUBING EY DISCONNECT SWITCH GEN GENERATOR 3GROUND ROD COPPERWELD IMC INTERMEDIATE METALLIC CONDUIT ❑Q METER E01 5/8'0x10'-0- LONG MOB MASTER GROUND BAR CIRCUIT BREAKER PCS PERSONAL COMMUNICATION SYSTEM EXTERIOR GROUNDING PLAN1 CAU ED NORTH PVC POLYVINYL CHLORIDE CONDUIT CADWELD TYPE CONNECTION SCALE. PVC RIGID GALVANIZED STEEL 4• 0 4• °• ■ COMPRESSION TYPE CONNECTION RWY RACEWAY ------- GROUNDING WIRE COPPER-CLAD TYP TYPICAL STEEL GROUND ROD 0 SG,I-ENT : S ()FF NE 2 _REPRESENTS.DETAIL NUMBER A '"✓r ----REF. DRAWING NUMBER . ,--, 2 0-04-05 osm m Cw6" CwwPm,R PHR i n f i n i g Y WEST ORIENT POINT • NEW , -x6-05 MWW FOR oa�&PCR%VPMW PHIR ErX7` 7]OR e n g i n e e r i n g ■ o -o,-os ss1Tm Fob m1alBUGnoN/v[wm TYX nn Fx,E SIRT£T SITE NO. U-1017 ''ROUNDING PLAN Al8Y(5 NT' 1=07 2 9395 MAIN ROAD c i n g u l a r 6 38'-05 TE-mVFD TLR T1E14]I/G016EMf MM( DJW GfF10E: (5.6) 434-32BB A ,6-05 65um �TEVi,//CONInTr T+XR GJW FAK (518)114-20.5° EAST MATUON,NY 11939 D DATE REVISIONS BY G1K . , X 71 p 9� ((� JOB SITE DR NG NUMBER REV 150-034 WIRELESS sic DESIGNED. DNAwN: �'rSS10 ~ 248V NYCENY1017 E01 z ELECTRICAL NOTES E0�2 `\ 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH D \ (2) 6"X6" NEMA 3R ENCLOSURE THE NATIONAL ELECTRIC CODE AND ALL OTHER APPLICABLE LOCAL •� ROUTE (2) 3/4" LMFC FROM CODES. ENCLOSURE TO NOKIA BTS BETA 850/1900 ` GAMMA 850/1900 2. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING (1) 1" PVC FOR BETA/GAMMA /\ GROUNDING AND UNDERGROUND CONDUR INSTALLATION AS TO i 1 BTS T1s (4) BELDEN 17919A PREVENEFANY LOSS OF TO THE CONDUIT. IN THE GROUNDING SYSTEM OR DAMAGE CATS CABLES ¢• i 24 VDC3. ALL ELECTRICAL ITEMS SHALL BE U.L. APPROVED OR LISTED e TELCO CONDOR \ ` (1) Y PVC CONDOR FOR 4. CONDUCTORS SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUITS ELECTRICAL U ALPHA/BETA/GAMMA BTS .1 (UNDERGROUND) AND IMC CONDUITS ABOVEGROUND. i HETA CIRCUITS (6) 114, i • �' � \,t` t (3) 112 GND. -- UMTS BTS 5. CONTRACTOR SHALL OBTAIN ALL PERMITS, PAY ALL PERMIT FEES, „`` \ 1` i i-,• � - AND SCHEDULE ALL REQUIRED INSPECTIONS. ` t CINGULAR ELEC. METER ,` ` t MCPA CABINET 6. CONTRACTOR SHALL OBTAIN LOCAL POWER AND TELCO COMPANY M t ` ^ T�.�. APPROVAL AND COORDINATE WITH UTILITY COMPANIES SERVICE �, AND SERVICE ENTRANCE ,, `,%`\` \ PANEL , -; � � _ ALPHA 850/1900 ENTRANCE REQUIREMENTS. PVC CONDUIT FOR ALPHA BTS 7, CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL DESCRIBED p T1s (2) BELDEN /7919 CATS CABLES ON THIS DRAWING, AND ALL ITEMS INCIDENTAL TO COMPLETING AND d \ CINGULAR NEMA 3R ROUTED TO E911 EQUIPMENT INSIDE TP / PRESENTING THIS PROJECT AS FULLY OPERATIONAL N`t ELCO BOX 3LYWO D 24VDC POWER PLANT AND (1) TVSS \ WITH 5/B" PLYWOOD „`_`=- „`` ALARM CABLE BELDEN 19566 C BACKBOARD B. PROVIDE 2" SCHEDULE 40 PVC UNDERGROUND CONDUIT WITH PULL WIRE BETWEEN ELECTRICAL UTILITY DEMARCATION POINT AND KWH -_„` METER BASE. \, EXISTING BUILDING \ (1) 1" PVC CONDOR W/(24) '-- „ 18 AND (2) 112 GND FOR 9. CONDUIT ROUTINGS ARE SCHEMATIC, CONTRACTOR SHALL INSTALL POWER TO 24VDC CABINET TELCO CONDUIT E02 CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. 10. SERVICE TO EQUIPMENT CABINETS SHALL BE 120/240 VAC, 200 U2 ELECTRICAL CONDUIT AMP, 1-PHASE. 11. CONTRACTOR SHALL DETERMINE REQUIRED NUMBER AND LOCARON OF // PULLBOXES PER UTILITY STANDARDS. ��i�V EX'STING UTILRY LE ENLARGED 12. USE ADAPTER FROM PVC CONDUIT TO RIGID STEEL 90• BEND AND EXISTING PROPERTY UNE (TYP) UTILITY ROUTING PLAN USE REDUCER TO ENTER METER BOX WITH 2" DIA CONDUIT. R4i / r�c'J, sr• r. 2 GAUED NORTH f9✓H% / o s• e• / O F PAVEMENT, GRAVEL OR LAWN AREA RESTORATION TO MATCH Q AS REQUIRED SLOPE AND THICKNESS OF IXISRNG o �I u' o u• sr , CALLED --_--$___'= UNDISTURBED MUTILITY ROUTING PLAN SCALE' NDRr _ COMPACTED BACKFILL BACKFlLL (SAND OR NATIVE SOIL) TELCO CONDOR 2" PVC SCH. 40 i—I UTILITY WARNING TAPE 6"MIN. 2" MIN ELECTRICAL CONDUIT 2" PVC SCH. 40 UTILI ENCH DETAIL �FOFNe < > A yip�a S Fye 0. a v 2 0.1 - mum M=Wft noM/rTm.r PXR i e ng fn I en I 'g` / WEST ORIENT POINT • NE1.1 t 5I-W05 mum FDR pN�POOfT I m UTILITY ROUTING PLAN' 89 NNE Sl6EEf G� SITE NO. LI-7017 n g u I a r o awm JIM wr t� /C�NMEAIT wxHam• m tZ201 B RE-mum FOR RE\d/WIRRN'Itf0m c- s1s) js uss 9395 MAIN ROADFAT: (�1s7 u -mssEAST MARION,NY 11939 A sstrED FDR REVEYI/fglNptT Pm Cm O�1p96150-034 WIRELESS ° Re�aNs m CHK AS�IOti��� JOB SrtE DMWNC NUMBER REV scue OEslcrgo- DRAwN: . 24a97 NYCENYton - EDz 2 PANEL 'A' SCHEDULE 911E6EGr GBME POWER 100/z{OS, a PH.3w 0u6L zaUL LIST aKls.m Kuc.sEaEs xATO p TELCO x0rv,flus 1D xMc mANcx ORaIrs UL uslm smMCE wrPAxa CABINET AC SERVICE ENTRANCE PANEL NOTES: WK Ms. I an LDN(mrrn arc car eat aa1 1) STANDARD 42-POSITION INTERSECT PANEL SHALL ALWAYS BE USED WHERE POSSIBLE AMPa POLLS Ln rac Lac Lt u LGL u u ° oON Mac REC Lm roes NM6 sIm INCOMING Tl FROM PART #MM1220042-3R. SERVICE POWER 120/208V, 1-PH, 3W EXIM4G TELCO DEMARc t w z I RECTPIpt/I taw uw D w a)CASs I 2T-15--p (EXISTING UTILITY POLE) (EXIMIG LnuIY POLE) 2) ORDER NY/NJ INTERSECT BREAKER KIT PART BBRKER KR TS I I I 3 1550 15w o I II 3) TO ORDER A GENERATOR RECEPTACLE ON THE LEFT SIDE OF THE PANEL. ORDER h 1B4 GND PART #GRINWIRRELAY—L AND APPLETON RECEPTACLE PART #AR20034—RS. FOR A 5 W z 1 RECrwFK N IW 3,W I= RECTFlEI iz t z M 6 M GENERATOR RECEPTACLE ON THE RIGHT ORDER PART /GRINWIRRELAY-R AND I I I I 550 3100 1. I I I I s (N) LOVA MEnR/BREAKER APPLETON RECEPTACLE PART #AR20034-RS. ENCIDSD(SUPPLIED W/ NOTA ZD BY 11 9 w z t Rtcr/5(fV0 NEzr/a(Nn I z 30 to GENERAL CONTRACTORAND ) " I I I I I I I 13 1 13 x z 1 r¢cr N(ruO Ircr/6(rvO I z w 14 AREA IIGIIT(LTRLGM.wow / (1)-2-C 3/3/D k (1)-2'c TELCO WITH244 t3 I I I I I I I I is IADP Mme- (4)-EPR EAT791 /L OM 17 w z 1 REcr i9(fun A6T is(RIG I T 30 is MUNAL Nr/1 EwotTOLAMt3 1 tb GNp FOR POWER BELDENW/PU11 #7919A FROM DEMARC W/PULL WIRE M I I I I I I I zo (]) /1T AM IN ]/{' ETA DF`J'RIPDDN TI w z 1 IECr/tt Pu7 NEXT to I z 3a 2? COMMIT.3) #12CONTINUE wxOMr Q1 KENTROX CATS Tl CABLE /93050111 DE15M TO SNB. PROADEp v I I I I I OM I I I za BYBECHTEL INSTALLED BY M. TO BE ROUTED RACK TO TELCO TO ELECTRIC PANEL CINGULIR NEMA SR ENCLOSURE VIA 3/4-C W/KENTROX DSU #72765. a is T 1 NETA CKM1TXT iz 7w 1500 750 IRTA CPCaa/l 1 3 1s ze COIL AND TAPE SPARE TELCO ENCLOSURE (1 3/4-C W/KENTROX GTS Tt CABLE /93050101 D815F TO 301(30'%10' W/ 5/6' ) n I I I I >w 1930 7w I I I I m COIL MD NO 5wl1BE WIRE PLYWOOD BACKBOARD SNB. PROVIDED BY BECIREL INSTALLED BY W. TI AND PJLL WIRE No'IC: COIL Aro TARE mea ® EXISTING 66 BLOCK WTMIN 24VDC CABINET z9 � ' t 2avaC (fun NEA rax- 1 z 15 w PDR GROUPS AND RATNGS COIL BTS Tl BETA E /79t9A ® (2)-2/D DC POWER CABLES FOR APUD BTS FRONDED W/24VDC. 31 is I 1 11T1A I I I I 32 C SEE PAR¢'A'saEDULE © (2)-2/0 DC POWER CABLES FOR BETA BTS PROVIDED W/24VDC. 33 15 t t A/FA IAi1T 9M4[ x 20M RECEPTACLE ITaR 35 9IMf CLAW. ]6 RELE➢TENE IMEOMTm .Ac sBwwcE © (2)-2/0 OC POWER CABLES FOR GAMMA B15 PROVIDED W/24VDC. INTO M SERVICE EBRARCE MN4 (3)ATAMTC SCFNiwlt 04117 ¢ PANEL 54 NOTES 56 55 A TELCO SURGE NmESICIRS n BLANK Buis 3G ABOVE (I)-3/41 G-PR/zkm 007M BELOW/Bw6 COIL AND TAPE SPARE x MM4t tw liP 1 1 13 a0 BETA AND GAMMA an ers n BEOF7t/7e19A P1wY rorMs BwxR7 alw wo 1r>w PHASE BNANCE {9X 51X (1)-3/at w/(2) /1z (I)-3/ab MR Gw wro APuu law.CoMIECTm 1 (wAm Izuo k (1)Ilz GRD. ars KETA mrims. (4)-/14 AND zsx w vA06s7 mxnluaus Lan(CCU (1)-11.'PDR BTS x370 (z)-N zatO mm M 24 C FOR POWpt CIItCM3 6-/14 k]-/lzdlo 4R NEMA]R (2 24VDC D(2)- ENCLOSURE nTAI(LAMB DMTTS) 13333 (z4)-/B AND(RI-/IZGNa 616 NEMA 3R ���a'�PAPIIaE NL M✓EV�9 A9 REaIMKD (1)-1 C POR APMV.BTS TIS EIICLOSURE ��l¢A➢4NPa) Baa AND WSS ALARM CIBLE BmEN /9566 (1)-3/4'LMM FOR ALPHA (1)-3/4'C MR GAMMA 8I5 TI. TYNSIrEN M WPO AT H¢A CIRCUIT. (3)-/14 k 11 (2)BREEi/7919A pry CARL£ 24VDC p91NE7.x sNUL (1)-/1zGND 4-PR/z4sA7 MAKE A4 FINAL TPMLBMTIONs AT CABIN¢ PANEL 'A'SCHEDULE (I>a/a'c POR BETA Brs n. G MAPA sure KM 2 (z)BEET/79190 pm GALE 4-PR►24SHO CER AIPxA BTS n I 1 CABLE BETnEN /79190 (1)-3/e LMPO FOR BETA (1)-3/a'WPO fOR GAMMA NOTES: B POR TE9ANAr1DN HUA C1oXr.(z)-/tz k META a . (2)-/14 k 1) 24VDC CABINET INSTALLER SHALL MAKE ALL FINAL TERMINATIONS AT 24VDC CABINET P BY NOM (1)-/14 OND (I)-/12 ONO ROUl' 051 2) NOKIA INSTALLER SHALL MAKE ALL FINAL TERMINATIONS AT NOKIA BTS CABINET 84011 Tess MARL GALE M E1DEN 4. m INSIDE 3atx uBNEr fifi-BLaL7( 3) 24VDC CABINET MANUFACTURER SHALL PROVIDE AND INSTALL BRIDGE KIT FROM 24VDC CABINET 724VDCF= TO NOKIA BTS CABINET 4) 24VDC MANUFACTURER SHALL PROVIDE AND INSTALL DC POWER CABLES READY FOR FINAL TERMINATION BY NOKIA. DC DISTRIBUTION CABLES SHALL BE (2)-2/0 AWG THA FOR EACH BTS./-/z AM (IVP) iz AAMC(TMP) A) ASSOCIATED CIRCUIT BREAKER FOR DC DISTRIBUTION CABLES SHALL BE // LEFT OPEN ANO PROVIDED W/A REMOVABLE LOCKING DEVICE OR TAG SO THAT MGBETA BTS = GAMMA BTS THE BREAKER CAN NOT BE CLOSED. UE B) DC CABLES SHALL BE RHH/RHW AND CABLE TRAY (CT) RATED i)(1)4-C/((z)P/#112 C) NOKIA INSTALLER TO PROVIDE OC DISTRIBUTION CABLES LUGS ON NOKIA, GMI CIRCUIT END 5) 24VDC INSTALLER SHALL PROVIDE AND INSTALL TELCO CABLE(S) BELDEN PART #7919A COILED AND READY FOR FINAL TERMINATION BY NOKIA (]) 1 1/2'RMC w/(4)IaIS3D RED RM AND (1)3/4•L w/(1)COS cxrxoA Motu uaE 6) 24VDC MANUFACTURER SHALL PROVIDE AND INSTALL CDS DATACOM ALARM CABLE (4) /6ROG BEG(RHx/RHIN CABLES AND /CO25D33e RLIUIED m Now Xa ALAR" PORI. PART #CO3610075 COILED AND READY FOR FINAL TERMINATION BY NOKIA (1) I 1/2t w/(3) JUM GREEN 7141111, (1) /aAwc Roo THI AMC,(D /ak B 7) ALL CONDUCTORS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE CIRES.CC PROMISED AND NSrAMLD- NOTE 116E 2'F C0441M 5 PVC W/NEC AND LOCAL CODES LEC ELCO ALARM ONE LINE DIAGRAM 8) SUFFICIENT SLACK SHALL BE PROVIDED TO PERMIT NOKIA INSTALLER TO E sx15 1 TERMINATE ALL CABLES �,�'' 9) ALL CABLE ENDS AT TH �gl � IDENTIFIED A'POTtiAHEJT' ¢t A i n f i n i g y Nom,,, tG-O�W �FDRLomsiraanom/pEuPER cN/ )Ie n g i n e e r i n g cd WEST ORIENT POINT �� POR "OT T °XR �" /TELCOVAIE-LINE ANS99 PINE STREET SITE NO. LI-1017 S9E0 POR ICIIONmT YAK cJw ALBA„.. NY IU07 RE-69"/OR REYEW/COLkE]Ir MAK eM �' PANEL SCHEDULE 0m 99 (Its) IREEl' eB 9395 MAIN ROADFAX: (519)434-2Dw EAST MARION.NY 11939 ngu ar m1Ku ENR wENEw/wLemrt PHR �M ,LS �iA � 0"150-034 WIRELESS REVISIONS BY CHKP' O '0Ci SITE III DRAWING NUMBER REV SOLE:. DESIGNED: DRAWN: FEST'VA 24897 . NYCENY1017 603 2 OSM1900 Txt/Rxt/Tx2/Rx2 GSM850 1900 Tx1 Rz1 GSM850 T%1Rxi X2 %2 / / /Tx2/Rx2 800 10121 D SITE NUMBER: LI-1017 RF SYSTEM SCHEDULE 1 2 ANTENNA BTS AZIMUTH ANTENNA COAX RAD EST. COAX ANTENNA BEAM ELEC DOWN MECH DOWN ANTENNA SERIAL POSITION TYPE MODEL NO. SIZE CENTER LENGTH FUNCTION WIDTH TILT TILT NUMBER O O 0.50 GSM RXl 1 0 0 0 0 0 1800 1900 GSM 45-DEG 0 DEG 0 DEG 0 0 0 0 0 1-A 850 30 DEGREES KATHREIN 800 10121 (4)-1 5/8' 117-FT 270-FT 0 0 0 850 MM Rxt rn m m 1901) GSM RX2/TX2 45-DEG 0 DEG 0 DEG DIN TYPE FEMALE 2-A 850 30 DEGREES KATHREIN 800 10121 (2)-1 5/8' 107-FT 260-FT 45-DEG 0 DEG 0 DEG CONNECTOR TVP. (ANTENNA) 3 1900 45-DEG 2 DEG 0 DEG 3 3 1800 MIR' 45-DEG 0 DEG 0 DEG 1-B 150 DEGREES KATHREIN 800 10121 (4)-i 5/5' 117-FT 270-FT Isco GSM RX2 1 8 V�900 ew GSM Rzt z 45-DEG 0 DEG 0 DEG 7 1900 au Rzz z tsoo aso B50 1900 45-DEG 0 DEG 0 DEG MHA MHA 2-B150 DEGREES KATHREIN 800 10121 (2)-1 5/8' 107-Fi 260-F7 45-DEG 2 DEG 0 DEG MHA MHA = = am csM RlU t 45-DEC 0 DEC 0 DEG 4 4 1-C250 DEGREES KATHREIN 800 10121 (4)-1 5/8' 117-FT 270-FT is csM Rxz t ew CSM R%1 z 45-DEG 0 DEG 0 DEC 3 3 1900 GSM Rxz 2 3 3 45-DEG 0 DEG 0 DEG GROUND BAR 2-C250 DEGREES KATHREIN 800 10721 (2)-1 5/8' 107-FT 260-FT C ¢ ¢ 45-DEG 2 DEG 0 DEG (TOP OF TOWER) LMU N/A KATHREIN (2)-1/2' N/A 15-FT �H N/A N/A N/A ¢ 4 OG-860/1920/GPS 5 NOTM 4 5 5 5 5 -�$ BILL OF MATERIALS 1.CONTACT RF ENGINEERING FOR LATEST RF ' GROUND BAR SYSTEM SCHEDULE PRIOR TO ORDERING (BOTTOM OF TOWER) ITEM NO. PART DESCRIPTION MANUFACTURER PART NO. QUANTITY SUPPLIER INSTALLER MATERIALS. 2.ALL FIELD CHANGES TO THIS SCHEDULE 1 850/1900 GSM ANTENNA KATHREIN 800 10121 3 BECHTEL N/A SHALL BE APPROVED BY RF ENGINEERING GROUND BAR ¢ ¢ 2 850/1900 UMTS ANTENNA KATHREIN 800 10121 3 BECHTEL N/A 3.ALL C BE FIELD VERIFIED ARE ear MATES AND (NEAR EQUIPMENT) 3 1/2' TOP JUMPER W/MALE-MALE CON. (DIN). COMMSCOPE SFX500 36 BECHTEL GC CONTRACTOR 4 FEMALE DIN CONNECTOR COMMSCOPE 1873ADF 36 BECHTEL GC 4.CONTRACTOR SHALL PROVIDE ANTENNA SERIAL 6 6 NUMBERS WnH THE AS-BUILT DRAWINGS 5 MAIN COAX LINE COMMSCOPE CRIB73PE 4260-FT BECHTEL GC 5.PRIOR TO INSTALLATION CONFIRM LOCAL B _ - 4 4 P 6 1/2' BOTTOM JUMPERS W/MALE-MNCON. (DIN) COMMSCOPE SFX500 24 BECHTEL GC COLOR CODING REQUIREMENTS W/CINGULAR 9 9 6.ANTENNA P FARE SHOWN FROM RIGHT MEN FAC 7 MHA (MAST HEAD AMPLIFIER) NOKIA CS72993.08 6 NOKIA CC TO LEFT ACING THE ANTENNA ARRAY DIPLEXER aynm 4 4 4 4 DIPLEXER 'A' DIPLEXER 'B' 8 MHA RFS TM 19801712- 6 BECHTEL GC 4 4 9 DIPLEXER RFS FOGW5504/2C-3 6 BECHTEL GC 6 6 6 6 50 LOADM 50 LOADM RX2/TX2 RX1/TXi RX2/TX2 RX1/TXi 6 6 COLOR CODE RX2/TX2 RX1/TX1 RX2/TX2 ALPHA TX1/RX1 ALPHA TX2/RX2 BETA TX1/RX1 BETA TX2/RX2 GAMMA TX1/RX1 GAMMA TX2/RX2 GPS BCCH 10 10 TAG GSM GSM GSM GSM GSM GSM 190OMHz NOKIA GSM850MHz NOKIA GSM gQ0 UMTS FUTURE m COLOR CODE 1 GREEN 3 GREEN 1 BLUE 3 BLUE 1 WHITE 3 WHITE 1 YELLOW 2 YELLOW 850 UMTS ID TAG ALPHA TX1/RX1 ALPHA TX2/RX2 BETA TXI/RX1 BETA TX2/RX2 GAMMA TX1/RX1 GAMMA TX2/RX2 0 z GSM GSM GSM GSM GSM GSM m¢ ANTENNA SCHEMATIC UMTS NODE B COLOR CODE 2 GREEN 4 GREEN 2 BLUE 4 BLUE r. 4 WHITE`: A SCALE: NTS 1 �- 2 0-04-05 ISSUED FOR MISIRUCRON/PSWKr PHR NEW 1 26-05 ISSUED FOR COIEIgNC1IDN/PSAIRr PHR c w i n f i n i g y WEST ORIENT POINT • j engine e ring cd o t-os mm TDR Dorar MAK CJW JK E,WY�'T- V�TcmA TIC 99 PRIE STREET SITE NO. LI-1017 c r n g u I a r B - MAK GJW �y AIBWY. NY 12201 9395 MAIN ROAD AND RF SCHEDULE GinGE: rete) Iia-x280 A 11-0.5 iCR REVEW/MMR]!r PHR QIW TAx: (51e) aDa-z1)5s EASE MARION,NY 11939 O 150-034 WIRELESS DATE REVISIONS BY 6-K OA >i09� 9E DRAWING NUMBER REV 9GlF. 061GNED: DMWN: •V"TSSICUP� 24897 INYCENY10171 E04 2 DIM90N OF RPSPONSIRI1 TIE9 LEGEND: BILL OF MATERIALS DESCRIPTION BEC11ML BTS VENDOR ANDREW CINGUUR ------ NEW CABUNG/JUMPERS ITEM OPTIONAL NO ITEM DESCRIPTION TOTAL QUANTITY PART NO. D I, G F MICE CONNECTOR I ) 1 CH GPS ANTENNA 1 MTHRON CG-660 1920 CPS DUAL BAND Lp R'I OPTIONAL I F I MU❑COUPLER PORTS I --------------------- j 2 1/2 N-MICE CONNECTOR { ANDREW L4PNM-RC GPS CCH ANTENNA F,I ❑ FEMALE CONNECTOR I I ) - GPS COI GOA% CABLES F I NOT IN I 1 ; 3 1 2 COAX CAB 2 ANDREW IDF4-SOA SURGE ARRESTORS F I E911 I YI { SURGE ARRESTOR GPS COAX 1 H&S 3403,17,0045 PRE CONNECTOIZED LMR-240 CABLES h JUMPERS F I SCOPE I TO NAS '-� 5 COAX JUMPER, WLS TO CPS TVSS 2 LMR24D I1TNC 113 %XFT p5y I I I N 1 CONNECTION BY a WIRELESS LOGTKN SENSOR (WLS) 1 BY ANDREWS GMYSON I I V yi BTS VENDOR ] Dsu 1 (BY CINGUIAR) KENTROY 72765 LE 1 PS/BCCH I I I WAN CABLE FOR KENRROS DSU LOW M CO AND RF CONDUITS E I ANTENNAI I 01 11 DIN ! N B PROBE 1 G15AD500-6 2 USE ANDREW I 1 r___ �.} ____ ____ __� ___ y COA%JUMPERS, 850/19004Hz 6 L4R240/11TNC/I1TNC/ CONNECTORS 11 RXI I I R 1 %2 COMBINER TO WLS 2.0-FT ONLY I I 11 1 I 10 850/1900MHz COMBINER 1 (BY ANDREWS) hD02466.Gl F- FURNISH R I 1 1 1 61 <I I COAX JUMPER, WLS TO 850 AND/OR WR240/165MA/11TNC G - GREEN DGMT GPS/BCCH MAST GPS/BCCH 1 I I >I I 11 1800 CSM YULTICOUPIER PORTS/ 6 PER CABINET XX-FT T- LEST AND PROWSON 1 I GI. ROUND KIT I I I _ 1 13 SURGE ARRESTOR (BCCH COA)O 1 H@S 302.17.0070 (CAD WELD) - 13_____1 r___ - PORT i 13 WIS POWER CORD 1 CMYSIXR G15AW97-5-4 I INII 1 I RX1 q M2} YD I I I lA 1 1 I 1 'TIR SEE GROUNDING NOTES 1`' 1 L _ I _-- I 1 11 I -- --r- - -TR 2 1 11 1/2' COAXIAL 1 I II 217- -1 PORT 1 I I II _ 2 TRX 3 3 CARIE I T 2 q R KA M2j_ { I 2 1 I _ _ _-__ _�N2r_1Rx21 C 24VDD CABINET 4 I 1 L-- ---- (BY OTHERS) N n ____ _____ _____ NOKIA ULTRASITE 850 GSM TYPICAL PER SECTOR LMR 240(TVP O-6) - N - N SURGE (OPTIONAL W/850) ARRESTOR I I --____ _______ -__________________________ ______ ___________________ ___________-' 11 LMR 240 TVP OF 6 II II 11 TO 850 0001PLER5 I I r AC/DC RECRBER MTENN WER i (OPTIMAL W/ 24 WC I I TO 1900 GSM SUPAC PPPLYY L (EXISTING W/SSC) r�I I MULT-COUPLERS ————— CONNECTION BY r�� I l l it i VENDOR A% JUMPERS h CONNECTORS r BATTERY BACKUP l I i l I (CSM M/C PORTS TO COMBINER) I (EXISTING W/SSC) 1 1 1 1 1 1 s 5 L-------J IN Iy yl I I I ITNC ( C ,ttjjjjLT_''P)_______ (TVP) /RXJ RX2 Xl RX2 1 Q/1900 COMBINER ` (r) DUAL BAND COMBINER_--i (OPTIONAL W/850) - 1 (OPTIONAL W/850) B LMR 240 COAX JUMPERSO�TOD�) 9 lMR 2W - B POU COLOR COOING NOTES k CCNNECTQRS jr, ———————— RX1 q TRX 1 )TNC TNC 7 _t TR% 1) LLIR240 JUMPERS SHALL BE LABELED ON BOTH ENDS (COMBINER AND BTS SIDE) WTIH COLOR TAPE IDENTIFYING (TYP) (TYP) I I ANTI R%1 X1EASCH RESPECTIVE SECORT (NFHA-GREEN, BETA-BLUE, GAMMA-WHITE). CSMLMR 240 I I M2 TRX2 2)3M NUMBERING TAPE SHOULD BE AFFIXED OVER THE COLOR SECTOR TAPE IDENTMNG THE TECHNOLOGY (850, CPS TMC3BB POR 1900, TDMA) AND SECTOR/CABLE (A0, A1, B0, B1)AR 24V DC NES POWER CORD Tx2 RX2 X2A r X43)GPS/BCCH CABLES SHALL BE IDENTFlED ON BOTH ENDS IMS AND ANTENNA} WITH 'GPS- AND 'BCCH' LABELS. OA"� (+) I OVN 1RX1 GROUND NOTES 61540497-5-4 24VDC I1) COAX GROUND KITES ARE REQUIRED ON E911 COAX IF GPS/BCCH ANTENNA IS MOUNTED ON THE TOWER. 2- 4 AWG �� NOKIA ULTRASITE 1900 GSM + 5A O� (+) I 2)FOR GROUND LEVEL MOUNTED OF GPS/BCCH ON AN ICE BRIDGE, SHELTER PARAPET OR STAND ALONE PIPE NOT FEN MATE DSU _ 24 WC I 24VOC I TYPICAL PER SECTOR MORE THAN 10-FT IN HEIGHT, DB15 DB15 7 THE COAX NEED NOT BE GROUNDED PROVED THAT THE RF MS DEVICE IS INSTALLED AND PROPERLY GROUNDED. WHEN MOUNTED ON THE ICE BRIDGE, THE ICE BRIDGE MUST BE GROUNDED PER CINGULAR STANDARDS. WHERE INCOMING CAT 5e G DSU I THE MOUNTING PIPE IS ATTACHED TO A NON-GROUNDED SURFACE. THE PIPE MOUNT SHOULD BE GROUNDED. A PROVIDED AND INSTALLED -GROUND TO I I FREE STAND-ALONE PIPE MOUNT MUST ALSO BE GROUNDED. BY SECHTEL TRANSPORT OUTGOING CAT 5e PROVIDED AND RAO( RANGE (EXISTING 48VOC PW FROM MS INSTALLED BY BECNTEL TRANSPOR I ) I 3)FOR ROOF MOUNTING ON A BUILDING WITH THE SHELTER OR EQUIPMENT ON THE ROOF, NOTE 2 ABOVE APPLIES, TO 1900 BTS TELCO CARIE L————————J PROVIED THAT THE GPS/BCCH ANTENNA IS NOT THE HIGHEST METALLIC POINT ON THE ROOF AND THE COAX SSC RACK CABLE RUN DOESN'T EXCEED 30-FT. IF EITHER OF THE ABOVE CONDITIONS EXIST THEN THE COAX SHALL BE (BY OTHERS) GROUNDED AS IF ON A TOWER. 4)FOR ROOF MOUNTING OF THE GPS/BCCH ANTENNA WITH THE COAX CABLE RUN DOWN THE BUILDING RISER TO AN EQUIPMENT ROOM LOCATED LOWER THAN THE FLOOR BELOW THE ROOF THE COAX CABLE SHALL BE GROUNDED AS IF ON A TOWER. ^^CC _ _.. .. A. 5)THE CPS/BCC H ANTENN4 SH f)4!N[1 N2 MGC GROUND WIRE WHEN IT IS NOT STRAP MOUNTED TO A PROPERLY -, T 2 0-04--05 69RD FOR OOaTRUOIpLR/PFA1(T PLR CJN e y i n f i n i g y WEST ORIENT POINT • NEW 1 26-°5 ISSUED FOR D°'a'"uc'"" P"L D ;248'9 C A engineering D -0t-0salum FDR99 ME STHEET SITE NO. LI-1017 ' '°"/PST M"L DJ"ALBANY. NY 1220, 9395 MAw ROAD /Co MDR MAK $ILL OF MATERIALS OFFICE 516) 434-1369c 1nguIar 8 50-05 RE-6AIm FaR REVIEWFAx: ( le)434-2069 EAST MARION,NY 11939 A 18-05 mTlm FOR REWBe/N1Nprt PFR CJW 150-034 WIRELESS DATE REV6K)NS BY C,RK 07096 SITE ORAWWO NUMBER REV SCALE DESIGNED: DRAWN: ti7 NYCENY1017 EDS 2 j 0 0 0 WHY BLU — 1 BLU 4HT e 2 — ,NA O WHT ORG o 3 ORG HT — 4 e NA WHT GRN — 5 e TO X9 ALPHA GRN FIT e 6 e J NA ALARM PORT WHT BRN e 7 e BRN WHT e 8 e NA WH7 SlT e g 0 SLT HT a10 o J NA RED BLU a 11 e BLU RED 12 e ,NA RED ORO e 3 RED INTRUSION (PRE-WIRED c3 ORG RED =CT 1 IN 24V) w ELK J(EAC H.T00 0 /1) i n RED GRN d 15 RED po GRN RED �1 fi� 1 TEMP (PRE-WIRED IN 24V) WHT/BLU 00 GRN )(M /2,TFXT V/2) 1 BLU/WHT m,p RED BRN 17 WHT 20 0 MS EY GC WPIT/DRG rn U BRN REO �� BLU ,(M 11y IEXT 0 #21) 21 ORO/W14T m c RED SLT 19 = F o SLT RED 20 a NA 3 cw1AWn ul U BILK BLU X21 WHT N O W1rt/BRN 9 BLU BLK �22 1 COMM POWER FAIL (BY CC) 4 BRN/WHT p TO RADIO CABINET ORG J(m /5.TEXT 0 /5) 23 o m BLK OTIC �� OTIC a 5 WRT/nT x (2) T1-SURGE SUPPRESSOR < ORG BLK �L RECT 24V - MAJOR (PRE-WIRED IN 24V) ti Z4 SLT/WHT ATLANTIC SCIENTIFIC N0. p v BLK GRN X25 ( ,6 0 IES) W 6 RED/BLU 90700 C p GRN BLK X26 BLU RECT 24V - MINOR (PRE-WIRED IN 24V) a rc ° 2S BLU/REO $ PORT MARKED F )(EAG p,TEXT 0 p) p � ° 7 RED RG PROTECTED' DIN RAIL BLK BRN X27 y10 w w ° DRG/TIO) ¢ ftJ48 (TYP) BRN BLK X28 a- 1 BATTERY ACTIVE (PRE-WIRED IN 24V) i o 0 26 o ATLANTIC RY RED/GRN w SCIENTIFIC 21607 BLK SLT o 29 e m o 27 GRN/RED �w PLASTIC ® (SEE NOTE i) SLT BLK — 30 0 NA x 9 RED/BRN J NOTCH YEL BLU 31 o z le 9 21 BRN/RED v o RING TONGUE BLU L o 32 a NA o°� 0 10 RED/SLT F.+- COMPRESSION YE ORG a 33 e o� ° ° 29 SLT/REO �{ TERMINAL 11 BLK/BLU F c (SEE NOTE 2) ORG L e 34 0 NA n of BLU/BU( LABEL YEL GRN o 35 a n n 0 1121 BLK/ORG a CRN EL a 36 a NA z ° S1 ORO/BLK o" —0 37 a 13 BLK/GRN e e 38 a NA INTRUSION ALARMS ° 32 GRN/BlK e J9 e / JUMPER'D TOGETHER -0 14 BLK/BRN BY ARGUS AND ROUTED 33 eRN/eLK PORT MARKED rn e e 40 a NA TO PINS 13,14 BLK/SU a Da 41 0 15 34 SLT/BLK m 'UNPROTECTED' p 00 42 a NA w 0 16 YEL/BLU m RJ48 CrM) w pw D D 43 e e �' 0 35 ew/YEL o M O p RED 44 17 YEVORO (x6 AWG STRANDED DOW BLK 45 POWER COMPARTMENT COS DATACOM P/N 36 ORG/YEL TO COjlUCU, THHN GREEN p mHIGH/LOW TEMP AND 003610075-OOXX f 9 YEL/GRN INSULATED GROUND WIRE B ?a RED 46 BATTERY COMPARTMENT (SEE NOTES 1,2,3) GRNBLK BONDED TO MOB awo BLK 47 HIGH/LOW TEMP ALARMS J9 YEL/BRN OR GROUNDED ENCLOSURE a x i 48 DRAIN REAR PANEL, BATT AND O w e o 49 POWER BAY 1. CAN=AND CONNECTOR ASSETNBLY FROM: e INTRUSION ALARMS 005 DATACOMM O O O SHAWN LONG NOTES: 972-424-7234 DIRECT NOTE 3 972-424-7620 FAX 2. CABLE AND 37-RN CONNECTOR COME PREWIRED FROM NOTES BE SUPPLIED 1. S66M1-LI BLOCK BRACKET TO TELCO CDS DATACOM. BY 244VV MANUFACTURER n 3. 'OOXX - CABLE LENGTH N FEET. 1. MOUNT SURGE ARRESTOR ON EXISTING DIN RAIL IF AVAILABLE, 2. 'WIRE TO PROVIDE CONTINUITY WHEN CIRCUIT IS NORMAL OTHERWISE PROVIDE ATLANTIC SCIENTIFIC MODEL NO. 21605, 5-INCH 4-UNIT DIN RAIL OR EQUAL AND SECURELY MOUNT TO TELCO 3. INSTALL BRIDGING CUPS (SIEMON-SA-1-25 OR ALARM CABLE FOR NOKIA SITES BOARD. EQUNALENT) AS REQUIRED. 566M1-50 2. ATTACH GROUND WIRE TO THE DIN RAIL, SEPARATELY FROM THE RAIL 4. TURN BACK AND STORE UNUSED CONDUCTORS. MOUNTING HARDWARE, USING STAINLESS STEEL BOLT, LOCKING WASHER AND NUT OR SELF-TAPPING MACHINE SCREW THAT FIRMLY GRIPS THE DIN RAIL ARGUS 24 VDC 66 BLOCK ALARM ASSIGNMENTS 3. TVSS MAY BE ORIENTED TO SUIT SITE REQUIREMENTS. ALARM CABLE 66 BLOCKALARMASSIGNMENTS SLOE N 5 z SCALE; NTS ) T1 SURGE SUPPRESSOR SCALE: NTS <,.._. a.. ()`Nrfm� 7, A o tAls-w 691ED POR CONSnwCION/PEpIR PNR CJW i n f i n i g y • NEw 69�D FOR C016TMICION,ppp,T PHR e n I n e e r i n cd WEST ORIENT POINT MISCELLANEOUS-- 99 9 mum FOR CONSIRUCION/pERJR MAK 89 PINE EST 4- SITE NO. LOAD cingula r ALBANY. NY 12207 RE-$VM FM REVICN/COYIENT MAFLV_ N' DETAILS OFFl' (519) 43423]98 8.396 MAIN ROAD FAK (519) 4J�-2059 BAST MARION,NY 11939 BSI1E0 IDR R6yq/OpRp1T pHt 150-034 WIRELESS REVISIONS, BY CHK B SITE DRAWING NUMBER REV DESIGNED: DRAWN: 897 NYCENYt017 E'06 - 2 ALARMS ROUTED TO CINGULAR 66-BLOCK ALARM BLOCK INSIDE THE O CINGULAR TELCO ENCLOSURE USING BELDEN /9566 6-PR /24UTP ALARMS PRE-WIRED BY - ALARM CABLE D PURCELL O 0 O 0 O O O O NOKIA PIN 0 0 0 DOOR ALM WHT ORG TO X8 ALPHA i WHT BLU �� MCPA INTRUSION RTN ORG WHi (�#1M�I0N/3(MINOR) ALARM PORT 19 8LU WHT 2 ( AMP FAULT-MCPA, 650 (FAC 113.TEXT ID /32) _ WHT/BLU 2 WHT ORD �� WHT BRN ENV ALM ENV ALM U WM MCPA HIGH TEMP/FAN FAIL (CRR) 20 ORG FR �� RN RF AMP FAULT-MCPA 1900 RTN BL (FAC /21, TEXf w /36) 3 WHT GRN e 5 0 � (FAC #14.TEXT ID /36) FUSE ALM 21 GRN HT e 6 0 N/A RTN N 4 WHT BRN 7 0 m 22 BRN HT o 8 N/A MNRi ALM a m 5 WHT SLT �9 NOTE: ONLY THE TOP ALARM MNR1 RTN o n 23 SLT �1p� l MCPA INTRUSION CABLE IS SHOWN FOR CLARITY, J(EAG /n, TEXT ID #31) 3 ALARM CABLES WILL MNR2 ALM o N 6 RED BLU a 11 0 BE PRE-INTEGRATED. i MNR2 RTN o 24 BLU RED a 12 I N/A MNR3 PLM @ 7 RED ORG 1.3 e 1 25 ORC REO a 14 N/A - MNR3 RM 1 a 6 RED GRN o 15 MJRA1 ALM WHT BRN 26 GRN RED16 0 N/A C MJR41 RTN w RED BRN 017 Z o 27 BRN REO =CT8_�sm= MCPA HIGH TEMP/FAN FAIL MJRA2 ALM (EAC /21. TEXT ID /35) 10 RED SLT o 19 e l MJRA2 RTN x 26 SLT RED — 20 0 1 N/A DB-15 CONNECTOR MJRA3 ALM 11 BLK BLU a 21 — TOR TO of 29 BLU BLK o 22 — , N/A MATCH DUAL RAND MJRA3 RTN CHASSIS "a RF MAP FAULT_ 1900 (CRIT) 12 BLK ORG o 23 e CRR #36)A7 ALM (FIG it 4,TFM ID /36) 30 ORG BLK a 24 � N/A CRITAI RTN 13 BLK GRN o 25 CRITA2 ALM == 26 e ) N/A 0° 270 CRRA2 RTN ee 28 — ) N/A CRITA3 ALM 29 CRITA3 RTN BRN HT eo 30 =_ MJRBI ALM WHT GRN == 31 e ee 32 ve MJRB1 RTN 33 oe MJRB2 ALM == 34 =_ 35 = MJRB2 FRN 36 e e o� MJR83 ALM 37 oe R MJR83 RTN 38 =_ CRTT37 ALM RF AMP 0 #32) FAULT-MCPA 850 (CRR) e e 39 == (FIC iia,TEXT a i32) 40 00 , CRTTBI RTN oe 41 =_ CRITB2 ALM 42 FROM MCPA CHASSIS CRITB2 RTN == 43 =_ SIGNAL WIRE COLOR ALARM e = 44 oe MINOR ALM BLK CRIT83 ALM oe 45 ee MCPA FAN FML MINOR RTN RED CRRB3 RTN RN TEMPORARY JUMPERS ee 46 =_ MJR A ALM GRN 1900 1-MCPA FM47L (REMOVE JUMPERS AS REQUIRED o= =_ MJR A RTN BLUE WHEN M CRT A RTN GRN/BLK 1900 2-MCPAs FM CPA MODULE(S) ARE 48 CRT A ALM W�/B� INSTALLED PER SECTOR/TECHNOLOGY) 49 =_ MJR 8 ALM 0 50 ee MJR B RTN BLK/BUK/WHT 850 1-MCPA FML O NOTES: 0 0 0 CRT B ALM RED/WHT 850 2-MCPAs FML PERMANENT JUMPERS NOTE 3 CRT B RTN BLUE/WHY (TIES ALARMS IN SERIES) 1 S665MI-W BLOCK UPP E0 BY GC/898 BRACKET TO TELCO n 2. WIRE TO PRONIOE CONTINUITY WHEN CIRCUIT IS NORMAL ALARMMCPA MAIN BLOCK J. INSTALL BRIDGING CUPS (SIEMON-SA-1-25 OR EQUIVALENT) AS REQUIRED. 4. TURN BACK AND STORE UNUSED CONDUCTORS S6 66-BLOCKALARM/N TELCO ENCLOSURE 5 r ��p/� = / A SCALE NTS f (] tAls-m 64UFD M COfLIRUCIION/PERMIT PHR e nIT y "R I n1 19 u y WEST ORIENT POINT • NES auED FOR corslaucna,/wn,R P9 PINE=BEE (1p/ SITE NO. LI-1017 �FOR C01 /P°tl"T 2 ALARM DETAILS ACE 95 t220T c' n g u ' a r RE-6S1ED FDR 1LL11EW/GOLMENT MAK"�KP' ,09 omce Isle uA-2266 9395 MAIN ROAD j 6 FA*- (116) cs-2ms EAST MARION,NY 11939 mvm EDIT gEWEW/CDrrENf PHRo�150-034 WIRELESS REVISIONS BY SStONPAoe =ITE DRAWING NUMBER REV SGl-F: DE9IGNFD; DRAWN: 24897 NYCENV7017 EOBA 2 R - - ... — SEG�ION P� SF1 6 NONt4o �1 W x"01 39 y49.13' eieF 1 � MAP OF PROPER T Y W N R - J$o , Zoe R so AT EAST MARION TOWN OF SO UTHOLD SUFFOLK COUNTY , N. Y. 4 ka \ z 1000 - '91. 09- .11.x a_ SCALE. I"=30' OCI'14, .2005 1 e, 3q2 {y • N,a 9 N by AA e e1 �T OCG• "._ (n o GS�P9 �O 0 23e `` 9a pDSED AEP oti L� ZONING DISTRICTS: HB & R40 LO eL.36. IAO PpENCED y � pDLE Nom. w+� SCHOOL DISTRICT: EAST MARION FIRE DISTRICT EAST MARION PPNt6NNP F� " ,gyp +°' ' �, o_ N� LOT CO VERA GE 83731133220= 6 LANDSCAPED - 349911133220 = 26% I00- , ej363 N��d Sig fa Z � " ej36;f ENDED tE �m ' O OWNER/APPLICANT e+�12 pr��pD PREP 3.aJ ' a+ / //\ \ a•p� �j EAST MARION FIRE DISTRICT \� W"' 9395 MAIN ROAD 34 951 1 \ ZD 6 EAST MARION, N.Y. //939 ,n �1$/ az 57 n ♦, M1 I , v+� 600 ' ej3fi? D ,s x � ,° PARKING /ei 3�• yg q t /I OFFICE I SPACE PER 100 SO.FT. 6!! m 300 SOFT.1100 = 3 spaces -C6 STORAGE,I PER IOOOISO.FT. 4 spaces F pRN N \ a \ \\ 0 - 240011000 = 2.4 2 spaces PIPE 9 ao \ 1�\v ' RECREATIONAL I PER 300 SO.FT. 5 spaces DD• I o 24spaces ' 39 spaces provided qo \ 9LN 2HanHicopped i . 5 0 9ZyP LIGHTING EXISTING y \ 6 \ c o \N o DRAINAGE EXISTING R ao \ \N \ \ �9 AVEMENT EXISTING E - 04 P A a , \ \` ZQ" \IU 14 i hge \� 4 \ Zc SANITARY EXISTING Z \ dl \ / 9 \ zip \ 6y:k038, $ 19 \\ 1 NOTE, LOT NUMBERS REFER TO SUBDIVISION MAP HIGHPOINT AT EAST MARION, 'sF.yo�l joa -` SECTION THREE' FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JULY 15, 1991 AS FILE NO, 9119, / N 9618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATIONo s OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, PECONIC SUR EXCEPT AS PER SECTION 7209-SUBDIVISION 2, ALL CERTIFICATIONSR D, BOi765 - 50 65-1797 909 AREA = 3.0583 ACRES HEREON ARE VALID FOR THIS MAP AND COPIES fTNEREOF ONLY IF P. 0, X . EL ELEVATIONS ARE REFERENCED io N.c.v.o. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 02 - 251 _ .,Il WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y, 11971 STRUCTURAL ENGINEER: ���� r S STRUCTURAL �` C CONSULTING SiSERVICES, P.C. �w -f �- - �,;...-.:�- 67 FEDERAL ROAD,BROOKFIELD,CT 06804 = `R`J`� - =•�^ TEL:203.740.7578 FAX: 203.775.5670 a*, ms`s% M/E/P ENGINEER: CB BREEN ASSOCIATES, P.C. 46 RIVERSIDE AVENUE TEL 203-866-1471 WESTPORT, CT 06880 — PROJECT CONTACT INFORMATION: VERIZON WIRELESS CONSTRUCTION MANAGER: KENNY UHLL (631) 236=2108 VERIZON WIRELESS EQUIPMENT ENGINEER: HENRY CARRERO (914) 714-7368 VERIZON WIRELESS RF ENGINEER: ALLAN SHEDLO 845 274-0642 5 GENERAL REVISIONS 7/17/15 ( ) AM VERIZON WIRELESS OPERATIONS MANAGER: BILL COFFIN (516) 294-1090 VERIZON WIRELESS REAL ESTATE CONTACT: ROBERT MONTELEONE (516) 316-4626 4 ISSUED FOR BUILDING PERMIT 4/15/15 PSEG CONTACT: (800) 490-0025 3 REVISED PER COMMENTS 11/20/14 TELCO CONTACT: DEMETRIOS SOURSOS (631) 687-8657 2 ISSUED FOR CONSTRUCTION 8/4/14 9 PROPERTY OWNER: MATTITUCK FIRE DISTRICT EQUIPMENT COMPOUND OWNER: ELITE TOWERS, LP. 1 ISSUED FOR REVIEW 7/21/14 seems ELITE TOWERS, LP. CONTACT: TANYA NEGRON (631) 242-0403 No. ISSUE OR REVISION DATE ■ ■ isi [A ITU LO. 1000 PIKE STREET, MATTITUCK, NY 11952 Vr Lim C-1 SITE/ROOF PLAN, MAIN GARAGE ROOF PLAN, PROJECT INFORMATION, DAPS AND MOTES S-0 STRUCTURAL SPECIFICATIONS AND MOTES S-1 ANTENNA ORIENTATION PLAN, ANTENNA CABLE SCHEDULE AND CABLE ROUTING DETAILS ; a ��.• _ �a- ._ E_ . � . < S-2 RRH/SDB MOUNTING DETAILS AND ROOF ACCESS HATCH SAFETY RAIL DETAILSgyrr If +w t' �:s'r �.✓� ae� 4���8 ,y, �.i jaa��r � �'$'s ��•aL'pY° 8 A1,� ... .tea'• �• +d N Y�'� P � y8±4'"^+,.,."-' �'fr':.gl 'A S-3 EQUIPMENT SUPPORT FRAMING PLAN, SECTIONS, DETAILS AND NOTES Q 4 �� � <�� �.ylZ V & .'€ ,,,ee..,.-9 < �. fr�' � �. ..m•F'� �^" i 3Y` (( 5s^s E �y`4 �' �'� S-4. EQUIPMENT PLATFORM DETAILS AND ROOF ACCESS LADDER DETAILS 'k s :�, .�{ �� �.•� =aA .,� ;r°a _ � � � �- „I t< } S 6 P° k '•; 4K _ „• LR ` ° } • ,„ wi l a� +� •' .-� ” r ”'""„ wrr.�° a� I y fr. '�' '„ d �:'.,ci°. �`,b"''� '� w S-5 SOUTH BUILDING ELEVATION _ r ��t� � �.Cow w• w , �,J`' �.Ys..°" �pt"a+'�rsl 3�, .� a�+` �tAt�'s»d` ,w.a"gip r �„ � '�• � �Y, i �.a.[ ww 'w*�. {,!s'R „°SNd 6 + :`+`'' Y+""sw.,•..t°" `d':f »t' !�i'rf 3 'l�,j•s , '' �#t'S °°- ; r�= < F'w'�p^ ( �,•' t''a."' r,'°i '"i ,• d a`'^a Cf 1,►' ° " f '''""rMA '# �+' pr.. Et PAO PLUMBING SPECIFICATIONS �< �� � '� � FLOOR & ROOF PLANS P 2.0 PLU BING GROUNDfd t. ol'Cd.+<,E'� 4. t'r dr9-`°, • +<k §5�� a[ 'fir +D. �� `* +:��r �;,; �, .+1 r' i� '�,'• '�'"�E°}i�.'�'�'; ,r�".„ P-3.0 PLUMBING RISERAND DETAILS n2015.� ' *a� . ` . ►4qw+.ski ` r't> r Z1 " p' �. '<, '" AUG 2 V 5aa"�'.>„°.��.,�^e...r;,„'-°�».' ,' t�,y'�:`+�' .,.;,3�� 1 a� ', •e`, #'�;,,! y�w`. Ae�. '�� ?�<'� ,�. � '�, �e-Cy _ $ <> t � "--x°" °„v.. # jy • �• :��"�d +� � F�,� ,^'.. , } w+ ` -�} e As Y '�,e 'wf'E� - 6 ry * ' > 5 .` },� t; :- .*' *� SoutholdT E-1.0 ELECTRICAL SPECIFICATIONS i .- , •'' own •, , 3 -c .� I°" � "� Planning Board � �•• ° .... � �:,."�,'.s M,- w. �si .� f.,;.^""^ �'.,<'r't�'•� lA Y•t� C,,, _3 a'� �'S° E-2,0 ELECTRICAL PLAN _ tt } �c �v�6' 'A } 1', • # s ku, ;+; » ':a. '► < ,rf •� _ y = tea-• . ., -.« �>Qt✓ wr - w ) s»�'1r, ' `'rw`r +►c^"- '' ,.,s $a B,R .` °'s ,,� q !} `..,'�,.•,' ,w &u M 'a+ P BOARD tl +HEDULE AND PHONE E 3.0 ELECTRICAL RISER, PA EL SC t + _ '°'*.+ �� �� m� � "tb.�,.•y. ,mom *''�4 r+:g5.� �.�, c ��' K� � a4 9 'AFtpor� ^q�a.�,�; a`c �,�s'"`>,ra�°g�f' "."�A:, ..,-*'` ,.._'�"�'�r*^�°. � 4.••°"'fes`}^t• w. �±�a wnr *r'3d3°1aM' p° S-.�,y, ""' w a''a` :'�:..°., y" 'art. �y i k ss,, }`t, w�� dw �`"yF ALGROUNDING NOTES AND DETAILSE 3.1 ELECTR C � ��_ � --. • ;��_ iY��— � W ��,�.� ,��:, ��.,��., *�`���» :* � �� � z �e �a '� � .,$p4�E k �_.���� � �����.�3�� rof q{ "� x °'`is$r` `'�.," aY ' °a�*yY :r# '■ '�••; " 'r " " m°`�" ,r,, r:';•._ ;}, E-3,2 RISER AND DETAILS ! _ _ v J „ GROUNDING . {�+' ..... ,tg °•ty°`f � ."„�°^`'`w,.s'-: s::ysw"�'.". t'i'r" •°:r gyp^ a r.^ «y*' yam° y (j + +• t`' "^ v 1 .�. <_� SITE LOCATION TOPOGRAPHIC MAP FUTURE CARRIER EQUIPMENT PLATFORM 14 S STRUCTURAL WITH SCREENING ENCLOSURE (BY OTHERS) k C LOT LINE OF LANDS OF mATTiTucKnRE DISTRICT. TYP. CONSULTING (DISTRICT 1000, SECTION 140, BLOCK 3, LOT 11.1) EXISTING HVAC UNIT, TYP. '7� ZONED HB *HAMLET BUSINESS ZONE' BY TOWN OF SOUTHOLD, NY S SERVICES, P.C. TOTAL PARCEL AREA = 57,053± SIF (1.31± ACRES) PLATFORM ACCESSORY NO NEW BACK—UP NATURAL GAS GENERATOR WITH VIBRATION ISOLATION SPRINGS AND CONTRACTOR SHALL SUPPLY THE FOLLOWING 67 FEDERAL ROAD,SUITE A8,BROORFIELD,CT 06804 TEL:203.740.7578 FAX: 203.775.5670 EXPANDED METAL UNDERLAYMENT ITEMS AT EQUIPMENT PLATFORM. SUPPORTED ON NEW STEEL FRAMING. SEE C, —6' FOLDING FIBERGLASS LADDER —FIBERGLASS FOLDING TABLE SUPPORT FRAMING PLAN ON SHEET S-3. �, W W M/E/P ENGINEER: —FIBERGLASS CHAIR EXISTING ROOF HATCH (TO REMAIN). INSTALL NEW —CHAIN AND LOCK TO SECURE ALL ITEMS 80' FIXED SHIPS LADDER FROM MEZZANINE LEVEL 7, COORDINATE EXACT ACCESSORY REQUIREMENTS UP TO ROOF LEVEL PER DETAILS ON SHEET S-4. CB BREEN ASSOCIATES, P.C. S WITH VERIZON WIRELESS PRIOR TO BID. 20*21 A Ne_ '20" E INSTALL NEW FIXED SAFETY RAIL SYSTEM ON HATCH PER DETAILS ON SHEET S-2. • t NEW 3' WIDE STEEL ACCESS STEPS —866-1471 at' 46 RIVERSIDE AVENUE TEL 203 DOWN TO ROOF FROM NEW PLATFORM. WESTPORT, CT 06880 199.10# SEE DETAIL ON SHEET S-4. D NEW NON—PENETRATING ROOFTOP CABLE TRAY, TYP. SEE CABLE TRAY LEGEND, NOTES AND DETAILS ON SHEET S-1. CLIENT: EXISTING WOODEN UNIPOLE (NOT •• SHOWN FOR CLARITY) TO BE 4;- NJ REMOVED AND REPLACED WITH NEW 120—FOOT TELECOMMUNICATION UNIPOLE (BY OTHERS) WITH VERIZON PROJECT INFORMATION L 111111111100 0 WIRELESS' NEW PANEL ANTENNAS 11 T CONCEALED WITHIN. SEE SHEETS S-1• 1. Scope of Work: ------- AND S-5 FOR FURTHER INFORMATION. The purpose of these drawings is to illustrate the installation of the following: ' i �- — A 184± SF wireless telecommunication equipment platform located on the W-------- (AT GRADE BELOW) (4)—ELECTRIC METER roof of the existing two—story masonry garage within new screening U3UP7�c�_),.,Nwireless BANK WITH DISCONNECTS ON UNISTRUT enclosure with vinyl brick facade FRAME BY OTHERS).-SEE ELECTRICAL — A Back—up natural gas generator with sound enclosure on the roof of the to DRAWINGS FOR FURTHER INFORMATION. existing two—story masonry garage 4 CENTEROCK ROAD Three (3) panel antennas (transmit and receive) mounted within a new C, NEW 184± SF EQUIPMENT PLATFORM WITH RAIN WEST NYACK NEW YORK 10994 .............. • -F ................ FOR FURTHER DETAILS. SUPPLY FURNITURE Four (4) CPS antennas (receive only) mounted to the new screening enclosure ROOF 3 CANOPY ABOVE. SEE SHEETS S-3 AND S-4 120—foot telecommunication unipole (unipole proposed by others) o ' i -:::_ MAIN -------- ILE AND ACCESSORIES AS PER "PLATFORM w j -" ' - # GPS 2. Applicant: 3. Engineer of Record: • ACCESSORY NOTE" ON THIS SHEET. .......... 0- New York SMSA Limited Partnership James H. Fahey, P.E., S.E. 0 ........... 77, ............. GPS 1 d/b/a Verizon Wireless Structural Consulting Services, P.C. 4 Centerock Road 67 Federal Road West Nyack, NY 10994 Brookfield, CT 06804 EXISTING CM RICK PARAPET, TYP. 4. Property Owner . ..... Mattituck Fire District .............. 0 • EXISTING WINDOW OR DOOR BELOW, TYP. P.O. Box 666 . .................. Mattituck, NY 11952 ' I ==1- NEW SCREENING WALL ENCLOSURE (WITH — —----- - BRICK VINYL PANELING TO MATCH 5. Site Data: W I i i EXISTING BUILDING) SUPPORTED FROM AND Street Address: 1000 Pike Street WMAIN GARAGE ROOF 0 SURROUNDING NEW EQUIPMENT PLATFORM. Mattituck, NY 11952 --------- SEE SHEET S-3 FOR FURTHER DETAILS. District: 1000 Section: 140 Al NEW CPS ANTENNA MOUNTED TO OUTSIDE FACE Block: 3 OF NEW SCREENING ENCLOSURE, TYP. FOR FOUR Lot: 11.1 (4) CPS ANTENNAS TOTAL. MOUNT TOPS OF CPS ANTENNAS 2'-0" ABOVE TOP OF Approximate Parcel Area: 57,053± SIT (1.31± Acres) ENCLOSURE. SEE SHEET S-1 FOR CPS ANTENNA Zoning District: HB "Hamlet Business Zone" Jurisdiction: Town Of Southold, NY MOUNTING DETAIL. PAINT CPS ANTENNAS AND • '•c"'n _— ___ ____ ____ _ __ MOUNTS WITH RIF TRANSPARENT PAINT TO Approximate Latitude: N 40. 59' 34.4- (NAD '83) MATCH EXISTING BUILDING FACADE. Approximate Longitude: W 72. 31' 59.7- (NAD '83) ---------------------- ------------ -- -- S 26'42'20" E Approximate Ground Elevation: 8 feet (NGVD '29) 39.70 EXISTING VENT HOOD, TYP. 6. Notes: 1.) New features labeled as such; all else existing. Ed2.) Existing features shown hereon were taken from limited field measurements 70'± taken on April 18th, 2013, drawings of the building entitled "Architectural Site (PROPOSED) F MAIN GARAGE ROOF PLAN Plan & Details" (sheet SP-11) and "Partial Rear Elevation & West Side Elevation" FEA fl S-5 2 T : i SCALE: 1 10' (sheet A-6) prepared by Frank G. Relf, A.I.A. Architect; 520 Broadhollow Road, Melville, NY 11747 dated August 28th, 1995 (Reif Project# 95031F) for additions Irn and alterations to the Mattituck Fire District facility on the property and from a (�_ASPHALT GRAPHIC SCALE drawing of the property entitled "Site Plan" (sheet A-01) prepared by Gary 0 AREA to 0 5 10 20 APPROXIMATE Musciano, RA Architect; 611 Main Street (2nd floor), Boonton, NJ 07005 lost 0 TRUE NORTH issued September 1st, 2014 (Musciano Project# 7141) for the proposed 120 (p 111.11 -1_11-­11-1 1 0 T PROPOSED installation of the 120—foot telecommunication unipole and related utilities at 0 0 the property. (IN FEET) 3.) The new use is unmanned and will be visited approximately once a month EXISTING MAIN SEE "MAIN GARAGE ROOF PLAN* for maintenance purposes; therefore the site is not anticipated to generate ON THIS SHEET FOR ENLARGEMENT additional noise, fumes, vibrations or traffic. GARAGE ROOFAND FURTHER DETAILS 4.) No additional parking is required for the new use as this is an unmanned 5 GENERAL REVISIONS 7/17/15 20 site. solid or liquid waste will be produced by the new use as this is an Ln unmanned site; therefore, no water or sewage facilities are required for the new 4 ISSUED FOR BUILDING PERMIT 4/15/15 ----------------------------- use. I­ C3 1 REFER TO THE PLUMBING DRAWINGS FOR KEY PLAN 6.) There will be no commercial or retail signs, nor special lighting required for 3 REVISED PER COMMENTS 11/20/14 ZIO I W DETAILS AND ROUTING OF NEW NATURAL V) I inch 60 ft.1- the new use. 0 GAS SERVICE. COORDINATE ALL WORK CL 7.) Fire protection and security provisions will include remote monitoring of the (/—GRASSY 0 IWITH THE PLUMBING DRAWINGS. sub iect site. 2 ISSUED FOR CONSTRUCTION 8/4/14 AREA CL -H •0 1 ISSUED FOR REVIEW 7/21/14 a) 14 Na ISSUE OR REVISION DATE EXISTING REFER TO THE ELECTRICAL DRAWINGS FOR STRUCTURE, TYP. DETAILS AND ROUTING OF NEW ELECTRIC AND TELEPHONE SERVICES. COORDINATE APPROXIMATE No use, reproduction or dissemination may be made of this drawing ALL WORK WITH THE ELECTRICAL DRAWINGS. LOCATION OF and the concepts set forth without the prior written consent of L/GRASSY NEAREST Structural Consulting Services, P.C. Copyright@2015 AREA RESIDENTIAL a) \STRUCTURE PROJECT TITLE i � V 00 New York SMSA 0 . AFTER COMPLETION OF CONSTRUCTION, • I 1 0 CONTRACTOR SHALL RESTORE ALL DISTURBED . . . . . . . . . . . . Limited Partnership N 25*57'00" W 152.36' AREAS TO THEIR ORIGINAL EXISTING CONDITIONS. 0 • d/b/a VERIZON WIRELESS or 1-1 ___q1\\jf454 W SITE: MATTITUCK RELO 1 009 5-i'65 0'" W 55.00 N 2 2 1000 PIKE STREET 50 A-1 MATTITUCK NY 11952 0,0 0 DRAWING TITLE REFEREN SITE/ROOF PLAN EXISTING FEATURES SHOWN ON THIS SITE ROOF PLAN WERE TAKEN FROM LIMITED CD3S 0 1 FIELD MEASUREMENTS TAKEN ON APRIL 18TH, 2013 AND FROM A DRAWING OF THE 0 MAIN GARAGE ROOF PLAN, - (SHEET SP-11) PREPARED BUILDING ENTITLED "ARCHITECTURAL SITE PLAN & DETAILS PROJECT INFORMATION, BY FRANK G. RELF, A.I.A. ARCHITECT, 520 BROADHOLLOW ROAD, MELVILLE, NY 11747 GRAPHIC SCALE DATED AUGUST 28TH, 1995 (RELF PROJECT# 95031F) FOR ADDITIONS AND 20 0 to 20 40 MAPS AND NOTES ALTERATIONS TO THE MATTITUCK FIRE DISTRICT FACILITY ON THE PROPERTY. APPROXIMATE TRUE NORTfi • REFERENCE 111=11 -71 T N (IN FEET) SEAL or NIEW, SCALE PROJECT 0. FEATURES PROPOSED BY OTHERS SHOWN ON THIS SITE/ROOF PLAN WERE AS NOTED VER0798 -SITE PLAN" (SHEET TAKEN FROM A DRAWING OF THE PROPERTY ENTITLED A-01) PREPARED BY GARY MUSCIANO, RA ARCHITECT, 611 MAIN STREET (2ND *col RRAWN BY DRAWING NO. (MUSCIANO • FLOOR), BOONTON, NJ 07005 LAST ISSUED, SEPTEMBER 1ST, 2014 .01 t'' GS —FOOT PROJECT# 7141) FOR THE PROPOSED INSTALLATION OF THE 120 ECKED BY TELECOMMUNICATION UNIPOLE AND RELATED UTILITIES AT THE PROPERTY. loe 5 APPROXIMATE JHF LOCATION OF EXISTING Cm i I�IIC�HAA1 STRUCTURE, TYP. D✓ E 7t15/14 GENERAL CONDITIONS ALL WORK SHALL BE IN ACCORDANCE WITH THE 2010 EDITION OF THE "BUILDING CODE OF NEW 4. CONSTRUCT TEMPORARY DUSTPROOF PARTITIONS WHERE REQUIRED TO I. ALL STRUCTURAL STEEL AND CONNECTION MATERIAL TO BE EXPOSED TO D. ENGINEER MAY INSPECT STRUCTURAL STEEL AT PLANT BEFORE SHIPMENT. S STRUCTURAL YORK STATE" AND WITH THE REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION. SEPARATE AREAS WHERE NOISY OR EXTENSIVE DIRT OR DUST OPERATIONS ARE WEATHER SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WHERE THE REQUIREMENTS OF VARIOUS CODES CONFLICT, THE MORE STRINGENT SHALL APPLY. PERFORMED. WITH ASTM A123 AND A153. TOUCH-UP FIELD WELD AREAS WITH ZINC RICH E. CORRECT DEFICIENCIES IN STRUCTURAL STEEL WORK THAT INSPECTIONS C CONSULTING A. ALL DIMENSIONS AND INFORMATION SHOWN IN THE DRAWINGS ARE TAKEN PAINT. PROVIDE TNEMEC 90-93 OR EQUAL. AND LABORATORY TEST REPORTS HAVE INDICATED TO BE NOT IN COMPLIANCE FROM LIMITED FIELD OBSERVATIONS. PRIOR TO CONSTRUCTION, CONTRACTOR G. DO NOT ALLOW DEMOLISHED OR REMOVED MATERIALS TO DROP, FALL OR WITH REQUIREMENTS. PERFORM ADDITIONAL TESTS, AT THE CONTRACTOR'S SHALL VERIFY ALL ELEVATIONS AND DIMENSIONS WITH EXISTING IMPACT AGAINST STRUCTURE OR FINISHES TO REMAIN. PROTECT ALL S SERVICES P C CONDITIONS. INFORM THE ENGINEER OF ANY DISCREPANCIES PRIOR TO FABRICATION: EXPENSE, AS NECESSARY TO RECONFIRM ANY NONCOMPLIANCE OF ORIGINAL STRUCTURES AND FINISHES TO REMAIN FROM DAMAGE OF ANY KIND. A. SHOP FABRICATION AND ASSEMBLY: FABRICATE AND ASSEMBLE STRUCTURAL WORK AND TO SHOW COMPLIANCE OF CORRECTED WORK. COMMENCING WORK AND DO NOT PROCEED WITH ANY AFFECTED WORK UNTIL NOTIFIED. H. DISPOSAL OF DEMOLISHED MATERIALS: REMOVE DEBRIS, RUBBISH AND ASSEMBLIES IN SHOP TO GREATEST EXTENT POSSIBLE. FABRICATE ITEMS OF F. WELDING: VISUALLY INSPECT TO THE REQUIREMENTS OF SECTION 6 AND 8 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS FROM BUILDING STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATIONS AND AS OF AWS D1.1. USE AN AWS CERTIFIED INSPECTOR OR ASSISTANT WELDING TEL:203.740.7578 FAX: 203.775.5670 B. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CORRECTNESS OF SITE. TRANSPORT AND LEGALLY DISPOSE OF MATERIALS OFF SITE. INDICATED ON FINAL APPROVED SHOP DRAWINGS. PROVIDE CAMBER IN INSPECTOR(S) UNDER THE SUPERVISION OF THE AWS CERTIFIED WELDING DIMENSIONS OR QUANTITIES AND FOR THE FITTING TO OTHER WORK; FOR STRUCTURAL MEMBERS WHERE INDICATED. INSPECTOR. ALTERNATIVELY, IMPLEMENT A PROGRAM OF SELF CERTIFICATION WORK TO BE CONFIRMED AND CORRELATED AT THE SITE; FOR INFORMATION 1. IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITION OF WELDING INSPECTORS PROVIDED THE PROGRAM IS WRITTEN AND IS M/E/P ENGINEER: PERTAINING TO THE FABRICATION PROCEDURE OR TO THE MEANS, METHODS, OPERATIONS, COMPLY WITH APPLICABLE REGULATIONS, LAWS, AND 1. PROPERLY MARK AND MATCH-MARK MATERIALS FOR FIELD ASSEMBLY. SUPERVISED BY AN AWS CERTIFIED INSPECTOR IN COMPLIANCE WITH THE TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION. THE ORDINANCES CONCERNING REMOVAL, HANDLING AND PROTECTION AGAINST FABRICATE FOR DELIVERY SEQUENCE THAT WILL EXPEDITE ERECTION AND REQUIREMENTS OF AWS D1.1, SECTIONS 6 AND 8. MAKE AVAILABLE TO THE VERIFICATION OF THE PHYSICAL INTERRELATIONSHIPS OF ELEMENTS OF THE EXPOSURE OR ENVIRONMENTAL POLLUTION. MINIMIZE FIELD HANDLING OF MATERIALS. ENGINEER THE WELD INSPECTION PROGRAM INCLUDING THE INSPECTOR'S WORK FROM PLANS AND SPECIFICATIONS AND IN THE FIELD IS THE CERTIFICATION RECORDS. INSPECT AND TEST DURING FABRICATION OF CB BREEN ASSOCIATES P.C. CONTRACTOR'S SOLE RESPONSIBILITY. REVIEW OF CONTRACTOR'S2. WHERE FINISHING IS REQUIRED, COMPLETE ASSEMBLY, INCLUDING STRUCTURAL STEEL ASSEMBLIES, AS FOLLOWS: I. DAMAGE: PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES SUBMISSIONS DOES NOT RELIEVE CONTRACTOR FROM THESE BY DEMOLITION WORK AT NO COST TO VERIZON WELDING OF UNITS, BEFORE START OF FINISHING OPERATIONS. PROVIDE RESPONSIBILITIES. FINISH SURFACES OF MEMBERS EXPOSED IN FINAL STRUCTURE FREE OF 1. CERTIFY WELDERS AND CONDUCT INSPECTIONS AND TESTS AS REQUIRED. 46 RIVERSIDE AVENUE TEL 203-866-1471 MARKINGS, BURRS, AND OTHER DEFECTS. RECORD TYPES AND LOCATIONS OF DEFECTS FOUND IN WORK. RECORD WESTPORT, CT 06880 C. PROPOSED OPENINGS OR RECESSES IN THE STRUCTURE WHICH ARE NOT STRUCTURAL STEEL WORK REQUIRED AND PERFORMED TO CORRECT DEFICIENCIES. SHOWN IN THE DRAWINGS, EITHER DIRECTLY OR BY TYPICAL DETAIL, SHALL B. CONNECTIONS: WELD SHOP CONNECTIONS IN ACCORDANCE WITH AWS D1.1, BE SUBMITTED FOR ACCEPTANCE. GENERAL UNLESS OTHERWISE INDICATED. 2. PERFORM VISUAL INSPECTION OF ALL WELDS. D. HOLES OF ANY SIZE SHALL NOT BE DRILLED INTO STRUCTURAL MEMBERS SUBMITTALS: WITHOUT THE ACCEPTANCE OF THE ENGINEER, EXCEPT AS SHOWN IN THE A. PRODUCT DATA OR MANUFACTURER'S SPECIFICATIONS AND INSTALLATION C. BOLT FIELD CONNECTIONS, EXCEPT WHERE WELDED CONNECTIONS OR OTHER 3. PERFORM TESTS OF WELDS AS FOLLOWS. INSPECTION PROCEDURES LISTED INSTRUCTIONS FOR THE FOLLOWING PRODUCTS ALONG WITH SAMPLES CONNECTIONS ARE INDICATED. PROVIDE HIGH-STRENGTH THREADED FASTENERS ARE TO BE USED AT CONTRACTOR'S OPTION UNLESS OTHERWISE NOTED ON CLIENT: DRAWINGS. WHERE INDICATED. INCLUDE LABORATORY TEST REPORTS AND OTHER FOR BOLTED CONNECTIONS. THE DRAWINGS. E. IT IS ANTICIPATED THAT ALL MEMBERS BE FABRICATED AND ERECTED DATA TO SHOW COMPLIANCE WITH THESE SPECIFICATIONS (INCLUDINGSPECIFIED STANDARDS). D. HIGH-STRENGTH BOLTED CONSTRUCTION: INSTALL HIGH-STRENGTH THREADED a. LIQUID PENETRANT INSPECTION: ASTM E165. FREE OF SHOP AND FIELD SPLICES. IF FIELD CONDITIONS NECESSITATE FASTENERS IN ACCORDANCE' WITH AISC "SPECIFICATIONS FOR STRUCTURAL THE NEED FOR FIELD SPLICING OF MEMBERS SUBMIT SPLICE LOCATIONS FOR 1. STRUCTURAL STEEL INCLUDING CERTIFIED COPIES OF MILL REPORTS JOINTS USING ASTM A325 OR A490 BOLTS." b. MAGNETIC PARTICLE INSPECTION: ASTM E709; PERFORMED ON ROOT ENGINEER'S ACCEPTANCE. WHERE FIELD SPLICING IS ACCEPTED, SPLICES COVERING CHEMICAL AND PHYSICAL PROPERTIES FOR EACH HEAT OF PASS AND ON FINISHED WELD. CRACKS OR ZONES OF INCOMPLETE SHALL BE SHOWN IN THE SHOP DRAWINGS. STEEL. E. WELDED CONSTRUCTION: COMPLY WITH AWS CODE FOR PROCEDURES, FUSION OR PENETRATION IS NOT ACCEPTABLE. F. SPACES NOT COVERED BY FINISH SYMBOLS SHALL BE FINISHED TO MATCH 2. HIGH-STRENGTH BOLTS (EACH TYPE), INCLUDING NUTS AND WASHERS. WELDING WORK.APPEARANCE AND QUALITY OF WELDS, AND METHODS USED IN CORRECTING c. RADIOGRAPHIC INSPECTION: ASTM E94 AND ASTM E142; MINIMUM \000�. RELATED SPACES TO THE SATISFACTION OF VERIZON QUALITY LEVEL 2-2T. a. INCLUDE DIRECT TENSION INDICATORS IF USED. SOURCE QUALITY CONTROL: , P �(q j wireless G. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ANGLE STRUTS, 3. SAMPLE OF EACH BOLT TYPE, NUT, AND WASHER INCLUDING DIRECT A. GENERAL: MATERIALS AND FABRICATION PROCEDURES ARE SUBJECT TO d. ULTRASONIC INSPECTION: ASTM E164. .,..".. BRACKETS, GOGGLES, EYE BOLTS AND ALL ACCESSORIES REQUIRED TO TENSION INDICATORS, IF USED. INSPECTION AND TESTS IN IMILL, SHOP, AND FIELD CONDUCTED BY THE PROPERLY SUPPORT, BRACE AND/OR REINFORCE ALL FINISHES, FRAMES, ENGINEER. SUCH INSPECTIONS AND TESTS WILL NOT RELIEVE THE CONTRACTOR G. FIELD-BOLTED CONNECTIONS: INSPECT IN ACCORDANCE WITH AISC 4 CENTEROCK ROAD EQUIPMENT, ETC. B. SHOP DRAWINGS PREPARED UNDER SUPERVISION OF A LICENSED STRUCTURAL OF RESPONSIBILITY FOR PROVIDING MATERIALS AND FABRICATION PROCEDURES SPECIFICATIONS. WEST NYACK NEW YORK 10994 H. VERIZON RESERVES THE RIGHT TO DELIVER ANYTIME, PLACE AND INSTALL ENGINEER, INCLUDING COMPLETE DETAILS FOR FABRICATION AND IN COMPLIANCE WITH SPECIFIED REQUIREMENTS.ASSEMBLY OF STRUCTURAL STEEL MEMBERS, PROCEDURES, AND DIAGRAMS. 1. FOR DIRECT TENSION INDICATORS, COMPLY WITH REQUIREMENTS OF EQUIPMENT AND FURNISHINGS AS THE WORK PROGRESSES, SO LONG AS THERE SUBMIT THREE (3) SETS OF PRINTS AND ONE (1) SEPIA OF SHOP DRAWINGS 1. PROMPTLY REMOVE AND REPLACE MATERIALS OR FABRICATED COMPONENTS ASTM F959. VERIFY THAT GAPS ARE LESS THAN GAPS SPECIFIED IN IS NO INTERFERENCE WITH THE WORK OF THE GENERAL CONTRACTOR. TABLE 2 OF ASTM A959. FOR APPROVAL BY THE ENGINEER. THAT DO NOT COMPLY. I. ALL MATERIALS SHOWN ON THE DRAWINGS SHALL BE NEW UNLESSEXECUTION 1. INCLUDE DETAILS OF CUTS, CONNECTION DESIGNS, CAMBER, HOLES, AND ERECTION: ANTENNA. ANTENNA CABLE. AND CABLE SUPPORT SYSTEMS OTHERWISE NOTED. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MATERIAL OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS SYMBOLS AND A. NOTIFY THE ENGINEER 48 HOURS BEFORE DELIVERY OF THE STRUCTURAL TO VERIZON FOR ACCEPTANCE. SHOW SIZE, LENGTH, AND TYPE OF EACH WELD. STEEL TO THE JOB SITE SO THAT THE ENGINEER CAN BE AVAILABLE FOR A. SUPPLY ANTENNA MAKE AND MODEL AS SHOWN ON DRAWINGS. ALL J. MANUFACTURER'S INSTRUCTIONS: COMPLY WITH MANUFACTURER'SINSPECTION OF MAKE-UP, (HANDLING, ERECTION, WELDING AND BOLTING. ANTENNAS SHALL BE MOUNTED ON DOWNTILT BRACKETS. INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS TO THE EXTENT THAT 2. THE CONTRACTOR SHALL REVIEW THOROUGHLY ALL STEEL DRAWINGS BEFORE THEY ARE MORE STRINGENT THAN REQUIREMENTS IN CONTRACT DRAWINGS. SUBMITTING THE DRAWINGS TO THE ENGINEER FOR APPROVAL. THE CONTRACTOR B. TEMPORARY SHORING AND BIRACING: PROVIDE TEMPORARY SHORING AND B. EXTERIOR CABLE TRAYS: SHALL SIGN THE DRAWINGS INDICATING THAT THIS REVIEW HAS OCCURRED BRACING MEMBERS WITH CONNECTIONS OF SUFFICIENT STRENGTH TO BEAR K. MOUNTING HEIGHTS: WHERE MOUNTING HEIGHTS ARE NOT INDICATED, AND THAT THE DRAWINGS BEING SUBMITTED ARE A COMPLETE FINAL SET IMPOSED LOADS. REMOVE TEMPORARY MEMBERS AND CONNECTIONS WHEN 1. SEE DRAWINGS FOR ALL CABLE TRAY LAYOUT, DETAILS, AND EIGHTS FOR THE APPLICATIONS INCLUDING ALL INFORMATION REQUIRED FOR APPROVAL. IF, IN THE REVIEW PERMANENT MEMBERS ARE IN PLACE AND FINAL CONNECTIONS ARE MADE. SPECIFICATIONS. INSTALL COMPONENTS AT STANDARD H INDICATED. REFER QUESTIONS TO VERIZON OF THE DRAWINGS BY THE ENGINEER, IT BECOMES EVIDENT THAT THE PROVIDE TEMPORARY GUY LINES TO ACHIEVE PROPER ALIGNMENT OF DRAWINGS HAVE NOT BEEN REVIEWED BY THE CONTRACTOR, OR ARE NOT STRUCTURES AS ERECTION PROCEEDS. C. ANTENNA CABLES: L. CLEANING AND PROTECTION: DURING HANDLING AND INSTALLATION, COMPLETE, THE REVIEW SHALL BE DISCONTINUED UNTIL A COMPLETE AND CLEAN AND PROTECT CONSTRUCTION IN PROGRESS AND ADJOINING MATERIALS FINAL SET HAS BEEN SUBMITTED TO THE ENGINEER FOR APPROVAL. THE C. TEMPORARY PLANKING: PROVIDE TEMPORARY PLANKING AND WORKING 1. ANTENNA CABLES SHALL BE FOAM DIELECTRIC COAXIAL CABLES AS IN PLACE. APPLY PROTECTIVE COVERING WHERE REQUIRED. CONTRACTOR WILL BE FULLY RESPONSIBLE FOR ANY DELAYS IN FABRICATION PLATFORMS AS NECESSARY TO EFFECTIVELY COMPLETE WORK. SPECIFIED BY VERIZON. THAT SHOULD ARISE DUE TO AN INSUFFICIENT SUBMITTAL. D. FIELD ASSEMBLY: SET STRUCTURAL FRAMES ACCURATELY TO LINES AND BASE STATION ANTENNAS: 1. CLEAN AND MAINTAIN COMPLETED CONSTRUCTION AS OFTEN AS NECESSARY C. TEST REPORTS CONDUCTED ON SHOP- AND FIELD-BOLTED AND WELDED ELEVATIONS INDICATED. ALIGN AND ADJUST VARIOUS MEMBERS FORMING FOR CABLE RUNS UP TO 100 FEET, USE 7/8" INCH CABLE THROUGHOUT THE CONSTRUCTION PERIOD. CONNECTIONS. INCLUDE DATA ON TYPE(S) OF TESTS CONDUCTED AND TEST PART OF COMPLETE FRAME OR STRUCTURE BEFORE PERMANENTLY FASTENING. FOR CABLE RUNS GREATER THAN 100 FEET, USE 1-5/8 INCH CABLE 2. LIMITING EXPOSURES: SUPERVISE OPERATIONS TO ENSURE THAT NO PART RESULTS. CLEAN BEARING SURFACES AND OTHER SURFACES THAT WILL BE IN PERMANENT GPS ANTENNAS: 8" INCH CABLE CONTACT BEFORE ASSEMBLY. PERFORM NECESSARY ADJUSTMENTS TO FOR CABLE RUNS OF UP TO 200 FEET, USE 7 OF CONSTRUCTION, COMPLETED OR IN PROGRESS, IS SUBJECT TO HARMFUL OR / DELETERIOUS EXPOSURE. SUCH EXPOSURE INCLUDES: QUALITY ASSURANCE: COMPENSATE FOR DISCREPANCIES IN ELEVATIONS AND ALIGNMENT. 1-5 FOR CABLE RUNS GREATER THAN 200 FEET, USE 8 INCH CABLE A. CODES AND STANDARDS: COMPLY WITH PROVISIONS OF FOLLOWING, EXCEPT AS / a. WATER INFILTRATION AND EXPOSURE TO WEATHER. OTHERWISE INDICATED: 1. LEVEL AND PLUMB INDIVIDUAL MEMBERS OF STRUCTURE WITHIN SPECIFIED 2. MINIMUM BENDING RADII: 1. "BUILDING CODE OF NEW YORK STATE," LATEST EDITION, AISC TOLERANCES. 7/8 INCH CABLE, RMIN = 15 INCHES. b. EXCESSIVELY HIGH OR LOW TEMPERATURES OR HUMIDITY. AND WITH THE REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION. 2. ESTABLISH REQUIRED LEVELING AND PLUMBING MEASUREMENTS ON MEAN 1-5/8 INCH CABLE, RMIN = 25 INCHES. c. HEAVY TRAFFIC, SOILING, STAINING AND CORROSION. 2. AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISC "SPECIFICATION FOR OPERATING TEMPERATURE OF STRUCTURE. MAKE ALLOWANCES FOR (AISC) DIFFERENCE BETWEEN TEMPERATURE AT TIME OF ERECTION AND MEAN 3. CONTRACTOR SHALL VERIFY EXACT LENGTHS AND DIRECTION OF TRAVEL d. UNUSUAL WEAR OR OTHER MISUSE. STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN AND PLASTIC TEMPERATURE AT WHICH STRUCTURE WILL BE WHEN COMPLETED AND IN IN FIELD PRIOR TO CONSTRUCTION. DESIGN," INCLUDING "COMMENTARY." SERVICE. e. CONTACT BETWEEN INCOMPATIBLE MATERIALS. 3. "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" 4. CABLES SHALL BE FURNISHED WITHOUT SPLICES AND WITH CONNECTORS 3. SPLICE MEMBERS ONLY WHERE INDICATED AND ACCEPTED ON SHOP AT EACH END. f. THEFT OR VANDALISM. APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTION. DRAWINGS. 5. CONNECTORS, HANGERS, AND ACCESSORIES SHALL BE PLACED AND M. CONTRACTOR RESPONSIBILITIES: PROVIDE INSPECTIONS AND TESTS 4. AMERICAN WELDING SOCIETY (AWS) D1.1 "STRUCTURAL WELDING CODE -STEEL." E. ERECTION BOLTS: ON EXPOSED WELDED CONSTRUCTION, REMOVE ERECTION INSTALLED AS RECOMMENDED BY THE CABLE MANUFACTURER AND PER SPECIFIED OR REQUIRED BY GOVERNING AUTHORITIES. COORDINATE ALLBOLTS, FILL HOLES WITH PILUG WELDS, AND GRIND SMOOTH AT EXPOSED VERIZON'S REQUIREMENTS. TESTING AND INSPECTION WITH VERIZON 5. ASTM A6 "GENERAL REQUIREMENTS FOR DELIVERY OF ROLLED STEEL PLATES, SURFACES. SHAPES, SHEET PILING AND BARS FOR STRUCTURAL USE." 6. CABLES SHALL BE LABELED WITH PERMANENT MARKERS, BRASS TAGS N. PERMITS, LICENSES, AND CERTIFICATES: CONTRACTOR SHALL OBTAIN 1. COMPLY WITH AISC SPECIFICATIONS FOR BEARING, ADEQUACY OF STAMPED WITH ANTENNA ORIENTATION AND ATTACHED TO CABLES WITH AND PAY FOR ALL PERMITS, LICENSES AND THE LIKE REQUIRED TO COMPLETE B. QUALIFICATIONS FOR WELDING WORK: QUALIFY WELDING PROCEDURES AND WELDING TEMPORARY CONNECTIONS, AND ALIGNMENT. STAINLESS STEEL TIE WIRES. TAGS SHALL BE PROVIDED AT: THE WORK. FOR VERIZON'S RECORDS, SUBMIT COPIES OF PERMITS, LICENSES, OPERATORS IN ACCORDANCE WITH AWS D1.1 "QUALIFICATION" REQUIREMENTS. CERTIFICATIONS, INSPECTION REPORTS, RELEASES, JURISDICTIONAL 2. DO NOT ENLARGE UNFAIR HOLES IN MEMBERS BY BURNING OR BY USING a. ANTENNA LOCATIONS WORK HAVE DRIFT PINS SETTLEMENTS, NOTICES, RECEIPTS FOR FEE PAYMENTS, JUDGMENTS AND 1. PROVIDE CERTIFICATION THAT WELDERS TO BE EMPLOYED IN . REAM HOLES THAT MUST BE ENLARGED TO ADMIT BOLTS. SIMILAR DOCUMENTS, CORRESPONDENCE AND RECORDS ESTABLISHED IN SATISFACTORILY PASSED AWS QUALIFICATION TESTS. b. AT 50 FOOT INTERVALS CONJUNCTION WITH COMPLIANCE WITH STANDARDS AND REGULATIONS BEARING F. WELDED CONNECTIONS: UPON PERFORMANCE OF THE WORK. 2. IF RECERTIFICATION OF WELDERS IS REQUIRED, RETESTING WILL BE c. BEFORE ENTRY INTO THE EQUIPMENT ROOM/SHELTER/CABINET CONTRACTOR'S RESPONSIBILITY. 1. COMPLY WITH AWS D1.1 FOR QUALIFICATION OF WELDERS, PROCEDURE 0. ALL WORK TO BE PERFORMED IN A PROFESSIONAL AND WORKMANLIKE QUALIFICATIONS, AND ALL WELDING. 7. ALL CABLE CONNECTIONS OUTSIDE SHALL BE COVERED WITH A MANNER WITH PROPER SUPERVISION AND CRAFTSMEN SKILLED IN THEIR DELIVERY, STORAGE, AND HANDLING: WEATHERPROOF SPLICING KIT. 2. KEEP SURFACES TO BE WELDED FREE FROM LOOSE SCALE, RUST, GREASE, 3 ISSUED FOR BUILDING PERMIT 4/15/15 TRADES AND LICENSED WHERE REQUIRED BY LAW. A. DELIVER MATERIALS TO SITE AT SUCH INTERVALS TO ENSURE UNINTERRUPTED PAINT OR OTHER FOREIGN MATERIAL EXCEPT THAT MILL SCALE WHICH 8. CABLES SHALL BE INSTALLED WITH A MINIMUM NUMBER OF BENDS P. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER DATE PROGRESS OF WORK. RESISTS VIGOROUS BRUSHING CAN REMAIN. KEEP JOINT SURFACES WHERE POSSIBLE. CABLES SHALL NOT BE LEFT UNTERMINATED AND SHALL 2 ISSUED FOR CONSTRUCTION 8/4/14 OF FINAL ACCEPTANCE BY VERIZON. ALL MANUFACTURER GUARANTEES AND B. STORE MATERIALS TO PERMIT EASY ACCESS FOR INSPECTION AND INDENTICATION. FREE FROM FINS AND TEARS. BE SEALED IMMEDIATELY AFTER BEING INSTALLED. WARRANTIES TO BE TURNED OVER TO VERIZON. KEEP STEEL MEMBERS OFF GROUND BY USING PALLETS, PLATFORMS, OR OTHER 3. TACK WELDS, WHICH ARE LATER INCORPORATED INTO FINISHED WELDS CARRYING SAFETY NOTES 1 ISSUED FOR REVIEW 7/21/14 DEMOLITION, CUTTING AND PATCHING SUPPORTS. PROTECT STEEL MEMBERS AND PACKAGED MATERIALS FROM EROSION, CALCULATED STRESS, SMALL NOT BE CONSIDERED AS STRUCTURAL WELDS. DISTORTION, AND DETERIORATION. IF BOLTS OR NUTS BECOME DRY OR RUSTY, A. SPECIAL PRECAUTIONS SHALL BE SO THAT THE CONSTRUCTION AND No. ISSUE OR REVISION DATE A. COORDINATE ALL CUTTING AND PATCHING OPERATIONS WITH VERIZON CLEAN AND RELUBRICATE BEFORE USE. G. BOLTED CONNECTIONS: EQUIPMENT INSTALLATION SHALL NOT AFFECT THE FOLLOWING: B. PROVIDE AND PLACE BRACING OR 'SHORING AS NEEDED. 1. DO NOT STORE MATERIALS ON STRUCTURE IN A MANNER THAT MIGHT CAUSE 1. USE ASTM A325 HIGH STRENGTH BOLTS, TYPE X BEARING TYPE WITH 1. TENANT EGRESS TO AND FROM THE BUILDING. No use, reproduction or dissemination may be made of this drawing DISTORTION OR DAMAGE TO MEMBERS OR SUPPORTING STRUCTURES. REPAIR ( and the concepts set forth without the prior written consent of C. EMPLOY SKILLED WORKMEN TO PERFORM CUTTING AND PATCHING. CUT OR REPLACE DAMAGED MATERIALS OR STRUCTURES AS DIRECTED. THREADS EXCLUDED FROM THE SHEAR PLANE), HAND TIGHT WITH 2. FIRE SAFETY OF THE BUILDING. Structural Consulting Services, P.C. Co i ht©2015 EXISTING CONSTRUCTION TO PROVIDE FOR THE INSTALLATION OF OTHER PAL NUTS WHERE INDICATED. COMPONENTS OR THE PERFORMANCE OF OTHER CONSTRUCTION ACTIVITIES AND PRODUCTS THE SUBSEQUENT FITTING AND PATCHING REQUIRED TO RESTORE SURFACES TO MATERIALS: 2. DO NOT USE BURNING TORCHES TO CREATE HOLES OR TO CUT MEMBERS 3. STRUCTURAL SAFETY OF THE BUILDING. LE THEIR ORIGINAL CONDITION. A. METAL SURFACES, GENERAL: FOR FABRICATION OF WORK THAT WILL BE CARRYING STRESSES UNLESS SPECIFICALLY AUTHORIZED BY THE IN ADDITION: New York SMSA EXPOSED TO VIEW, USE ONLY MATERIALS THAT ARE SMOOTH AND FREE OF ENGINEER. D. CUTTING: CUT EXISTING CONSTRUCTION USING METHODS LEAST LIKELY Limited Partnership SURFACE BLEMISHES INCLUDING PITTING, RUST AND SCALE SEAM MARKS, 3. BOLT FIELD CONNECTIONJS UNLESS OTHERWISE SHOWN ON THE DRAWINGS. 1. NO CREATION OF NOISE OUTSIDE THE HOURS OF 7:00 AM TO 6:00 PM p TO DAMAGE ELEMENTS TO BE RETAINED ON ADJOINING CONSTRUCTION. ROLLER MARKS, ROLLER TRADE NAMES, AND ROUGHNESS. REMOVE SUCH USE 3/4 INCH DIAMETER BOLTS WITH STANDARD 13/16 INCH DIAMETER IS ALLOWED. d/b/a VERIZON WIRELESS BLEMISHES BY GRINDING, OR BY WELDING AND GRINDING, PRIOR TO CLEANING, HOLES UNLESS OTHERWISE SHOWN ON THE DRAWINGS. SITE: MATTITUCK RELO TREATING, AND APPLYING SURFACE FINISHES. 1. WHERE CUTTING IS REQUIRED, USE HAND OR SMALL POWER TOOLS 2. BUILDING SECURITY SHALL BE MAINTAINED IN ORDER TO PREVENT DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING. CUT 4. USE BOLTS SUFFICIENTLY LONG TO EXTEND BEYOND BUT NOT LESS THAN UNAUTHORIZED PERSONS FROM ENTERING THE PREMISES. 1000 PIKE STREET HOLES AND SLOTS TO SIZE REQUIRED WITH MINIMUM DISTURBANCE OR B. STRUCTURAL STEEL: FLUSH WITH THE FACE OF THE NUT WHEN TIGHTENED. MATTITUCK, NY 11952 ADJACENT SURFACES. TEMPORARILY COVER OPENINGS WHEN NOT IN USE. TO WIDE FLANGE SHAPES: ASTM A992 (50 KSI) AVOID MARRING EXISTING FINISHED SURFACES, CUT OR DRILL FROM THE 3. ELECTRICITY, GAS, WATER, AND ANY OTHER UTILITIES SHALL NOT BE CHANNELS, ANGLES, WT s, PLATES, BARS, RODS: ASTM A36 5. TIGHTEN BOLTS IN ACCORDANCE WITH THE "SPECIFICATION FOR INTERRUPTED DURING CONSTRUCTION. EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES. STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" AS APPROVED DRAWING TITLE C. COLD-FORMED STEEL TUBING: ASTM A500, GRADE B. BY THE RESEARCH COUNCIL ON RIVETED AND BOLTED STRUCTURAL JOINTS OR B. ACCUMULATION OF DUST: THE CONTRACTOR SHALL LEAVE THE WORK SITE E. PATCHING: PATCH WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS CLEAN EACH DAY. POSSIBLE. COMPLY WITH SPECIFIED TOLERANCES. AS INDICATED ON DRAWINGS AND SPECIFICATIONS. D. STEEL TUBING: ASTM A500 GRADE B (46 KSI - RECTANGULAR, 42 KSI - ROUND) 1. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISHED E. UNFINISHED THREADED FASTENERS: ASTM A307, GRADE A, REGULAR LOW-CARBON H. GAS CUTTING: DO NOT USE GAS CUTTING TORCHES IN FIELD FOR CORRECTING C. IF THE CONTRACTOR DURING THE COURSE OF WORK OBSERVES THE EXISTENCE FABRICATION ERRORS IN PRIMARY STRUCTURAL FRAMING. CUTTING WILL BE OF ASBESTOS IN OR ON THE STRUCTURE OR BUILDING, THE CONTRACTOR SHALL STRUCTURAL SPECIFICATIONS RESTORATION INTO RETAINED ADJOINING CONSTRUCTION IN A MANNER THAT STEEL BOLTS AND NUTS. PERMITTED ONLY ON SECONDARY MEMBERS THAT ARE NOT UNDER STRESS, AS PROMPTLY NOTIFY THE VERIZON REPRESENTATIVE AND ENGINEER. THE VERIZON WILL ELIMINATE EVIDENCE OF PATCHING. 1. PROVIDE HEXAGONAL HEADS AND NUTS FOR ALL CONNECTIONS. ACCEPTABLE TO THE ENGINEER. FINISH GAS-CUT SECTIONS EQUAL TO A REPRESENTATIVE SHALL CONSULT WITH THE ENGINEER REGARDING REMOVAL AND NOTES SHEARED APPEARANCE WHEN PERMITTED. OR ENCAPSULATION OF THE ASBESTOS MATERIAL AND THE CONTRACTOR SHALL 2. WHERE PATCHING FIRE RATED CONSTRUCTION PROVIDE FIREPROOFING AND F. HIGH-STRENGTH THREADED FASTENERS: HEAVY HEXAGON STRUCTURAL BOLTS, NOT PERFORM ANY WORK PERTINENT TO THE ASBESTOS MATERIAL PRIOR TO FIRESTOPPING AS REQUIRED BY THE BUILDING CODE. HEAVY HEXAGON NUTS, AND HARDENED WASHERS, AS FOLLOWS: QUALITY CONTROL: RECEIPT OF SPECIAL INSTRUCTIONS FROM VERIZON THROUGH THE ENGINEER. F. PROTECTION: PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF 1. QUENCHED AND TEMPERED MEDIUM-CARBON STEEL BOLTS, NUTS, AND A. THE ENGINEER WILL INSPECT HIGH-STRENGTH BOLTED CONNECTIONS AND D. COORDINATE ALL CONSTRUCTION OPERATIONS WITH ANY PROTOCOL ESTABUSHED BY PROTECTION AS REQUIRED TO PROTECT OWNER'S PERSONNEL AND GENERAL WELDED CONNECTIONS AND PERFORM TESTS AND PREPARE TEST REPORTS THE BUILDING FOR ALL APPLICABLE PROCEDURES THROUGHOUT CONSTRUCTION. SEAL ke SCALE PROJECT NO. PUBLIC FROM INJURY DUE TO DEMOLITION WORK. WASHERS, COMPLYING WITH ASTM A325. .; AS REQUIRED. AS NOTED VER0798 G. DIRECT TENSION INDICATORS: ASTM F959, TYPE AS REQUIRED. �/ G4 �` 1. PROVIDE PROTECTIVE MEASURES AS REQUIRED TO PROVIDE FREE AND SAFE B. TESTING AGENCY SHALL CONDUCT AND INTERPRET TESTS, STATE IN EACH r"�`, � f: �.�y ��� = � .�� ,�+���,\ DRAWN BY DRAWING NO. PASSAGE OF OWNER'S PERSONNEL AND GENERAL PUBLIC, AND TENANTS TO AND AS-BUILT DRAWINGS: FROM OCCUPIED PORTIONS OF BUILDING. 1. USE ON ALL A325 BOLTS ON CONNECTIONS THAT ARE SLIP CRITICAL WITH SPECIFICALLYTSTATE ANYSDIIEVIAT DEVIATIONSTHEREFROM. IREQUIREMENTS, AND THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SET OF GS ENGINEERS APPROVAL IN LIEU OF INSTALLATION BY TORQUING OR TURN OF THE NUT. CONTRACT DRAWINGS WITH ALL CONSTRUCTION REVISIONS AND/OR CHECKED BY up�l� jr LU JHF SM0 2. PROTECT EXISTING FINISH WORK THAT IS TO REMAIN IN PLACE AND C. PROVIDE ACCESS FOR ENGINEER TO PLACES WHERE STRUCTURAL STEEL MODIFICATIONS DENOTED WITH RED PENCIL. THESE DRAWINGS WILL BE �L. ' BECOME EXPOSED DURING DEMOLITION OPERATIONS. H. ELECTRODES FOR WELDING: COMPLY WITH AWS CODE. WORK IS BEING FABRICATED OR PRODUCED SO THAT REQUIRED INSPECTION CONSIDERED THE CONTRACTOR'S AS BUILTS. FINAL PAYMENT WILL �;� © � DATE CAN BE ACCOMPLISHED. 3. PROTECT FLOORS WITH SUITABLE COVERINGS WHEN NECESSARY. NOT BE MADE UNTIL DRAWINGS ARE RECEIVED BY THE ENGINEER. 9 �� 7/15/14 VERIZON WIRELESS ANTENNA & CABLE NOTES: L3x3x% HORIZONTAL BRACE ACROSS PIPE MASTS. %"0 GALV. OR ANTENNA CABLE, TYP. SUPPORT ATTACH BRACE TO EACH PIPE MAST WITH %"0 S.S. U-BOLT POST ALL CABLES TOP VERTICAL S STRUCTURAL 1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRANSMISSION U-BOLT WITH HEAVY HEX AND PAL NUTS. -6" % 2 R0 GAUN WITH TYPICCAL HOISSTT ING GRIPS. CABLE, JUMPERS, CONNECTORS, GROUNDING STRAPS, ANTENNAS, ' " LV. OR 2'-0" MAX. 4" MAX. C CONSULTING MOUNTS AND HARDWARE. ALL MATERIALS SHALL BE INSPECTED UNIVERSAL VERTICAL TRAPEZE KIT (VALMONT S.S. BOLT BY THE CONTRACTOR FOR DAMAGE UPON DELIVERY. JUMPERS SHALL ROUND OVERSIZED HARDENED WASHER P/N VT12), TYP. AT 4'-0" O.C. MAX. S SERVICES, P.C. BE SUPPLIED AT ANTENNAS AND AT EQUIPMENT CABINETS ON PAD. SET IN BED OF SILICONE SEALANT, TYP. COORDINATE LENGTH OF JUMPER CABLES IN FIELD WITH VERIZON WIRELESS METAL DECK RAIN CANOPY GRIP-SPAN BRIDGE CHANNEL (VALMONT P/N AND COORDINATE & VERIFY ALL OTHER MATERIALS TO BE PROVIDED CANOPY SUPPORT FRAMING, TYP. GRS12-10). CUT CHANNEL AS REQUIRED AND 0 ° 0 67 FEDERAL ROAD,BROOKFIELD,CT 06804 WITH VERIZON WIRELESS PRIOR TO SUBMITTING BID AND ORDERING MATERIALS. COLD SPRAY GALVANIZE CUT END. ° ° ° ° TEL:203.740.7578 FAX:203.775.5670 2. AFTER INSTALLATION, THE TRANSMISSION LINE SYSTEM COAX CABLES ROUTED (2)-3/8"0 A307 OR A36 GALV. STEEL UNIVERSAL VERTICAL ° I 1 f 0 G� ° ° THREADED RODS. FASTEN TO TRAPEZE KIT VALMONT P/N 0`�P ° SHALL BE TDR/SWEEP TESTED FOR PROPER INSTALLATION DOWN TO CABLE TRAY. ( I 1� M/E/P ENGINEER: AND DAMAGE WITH ANTENNAS CONNECTED. CONTRACTOR TO OBTAIN LATEST MAINTAIN MINIMUM-\, UNISTRUT WITH ROUND HARDENED OVERSIZED VT18), TYP. AT EACH END. TESTING PROCEDURE FROM VERIZON PRIOR TO BIDDING. CABLE BEND RADIUS, HEAVY HEX NUT, WASHERS AND DOUBLE HEAVY HEX NUTS. PROVIDE DURABLE FOAM EDGE 3. ANTENNA CABLES SHALL BE COLOR CODED AT THE FOLLOWING LOCATIONS: SEE MANUFACTURER'S TYP. BOTH SIDES OF GUARD AT CABLE TRAY END '5��+ CB BREEN ASSOCIATES, P.C. SPECIFICATIONS. CANOPY DECK, TYP. GALV. O.C. UNISTRUT MEMBER ® I UNIPOLE PORTHOLE - AT THE ANTENNAS - AT THE BASE OF THE TELECOMMUNICATION UNIPOLE 5'-0" O.C. MAX.. FASTEN ANTENNA 1 � 3r (BY OTHERS). VERIFY - JUMPER CABLES ® EQUIPMENT CABINETS DRIP LOOP, TYP. I CABLES TO UNISTRUT WITH STAINLESS EXACT LOCATION AND STEEL SNAPSTAK STACKABLE SNAP-IN ' ' ELEVATION IN FIELD. 46 RIVERSIDE AVENUE TEL 203-866-1471 4. GROUND ANTENNA CABLES AT THE ANTENNAS, AT THE EQUIPMENT HANGER BY ANDREW OR EQUAL, TYP. UNIPOLE WESTPORT, CT 06880 AND AT THE BASE OF VERTICAL RUNS MOD. CELL x� STACK 2 CABLES DEEP MAXIMUM. ____________________________ _____________________________________ i CI C (BY OTHERS) CABINET � 5. UTILIZE ANDREWS GROUNDING KIT #204989 SERIES WITH DOUBLE HOLE CABINET OR JUMPER; CABLES, TYP. _ CRIMP ON LUGS AT BOTH ENDS OF GROUNDING CONNECTOR FOR 1 I X I GROUNDING EACH SIGNAL CABLE (BY ANTENNA SIGNAL CONTRACTOR). 9712 CABINET i o CLIENT: FRAMED OPENING IN = SCREENING ENCLOSURE WALL, TYP. 6. SYSTEM INSTALLATION: GRATING FOR CABLE Ft THE CONTRACTOR SHALL INSTALL ALL CABLES AND ANTENNAS TO THE PASSAGE. SEE I i MANUFACTURER'S AND VERIZON'S SPECIFICATIONS. THE CONTRACTOR IS SHEETS S-2 AND ROOF MOUNTED CABLE TRAY. SEE SHEET--\ RESPONSIBLE FOR THE PROCUREMENT AND INSTALLATION OF THE FOLLOWING: S-3 FOR DETAILS. C-1 FOR CONTINUATION AND DETAILS, 1111110000 1. ALL CONNECTORS, ASSOCIATED CABLE MOUNTING, AND GROUNDING NOTES AND LEGEND ON THIS SHEET. NEW NON-PENETRATING RATING NOTE: um PROVIDE DRIP LOOPS FOR ALL CABLES WHERE 2. ALL MOUNTS, STANDOFFS, AND ASSOCIATED HARDWARE. ROOFTOP CABLE TRAY SEAL ALL AROUND NUT AND VERTICAL RUNS TRANSITION TO HORIZONTAL WASHER ON CANOPY WITH SILICONE ATTACH COAX CABLES TO VERTICAL TRAPEZE KITS WITH RUNS. MAINTAIN MINIMUM CABLE BENDING ROUTED TO ROOF EDGE. --- ------"--- - ��- - STACKABLE SNAP-IN HANGERS (VALMONT P/N 78SS-A) 3. ,�" HELIAX ANTENNA JUMPERS OF APPROPRIATE LENGTHS. - SEE ROOF PLAN ON SEALANT AFTER INSTALLATION. RADIUS PER SPECIFICATIONS ON THIS SHEET. F3FPT�� o,,Twireless AM DIELECTRIC COAXIAL CABLES AS SHEET C-1 AND 7. ANTENNA CABLES SHALL BE FO DETAILS, NOTES, AND SPECIFIED BY VERIZON WIRELESS. LEGEND ON THIS SHEET. ACCESS PLATFORM AND CABLE LAYOUT AT ROOF EDGE AND INTO UNIPOLE BASE STATION ANTENNAS: EXISTING ROOF SURFACE SUPPORT FRAMING, TYP. Z SCALE: 1'-0" 4 CENTEROCK ROAD FOR CABLE RUNS OF UP TO 100 FEET, USE 7/8" INCH CABLE. WEST NYACK NEW YORK 10994 FOR CABLE RUNS GREATER THAN 1100 FEET, USE 1-5/8 INCH CABLE. 3" (2)-J"O A325-SC BOLTS GPS UNITS: 0��Sp , „ , "B 3" O.C. THROUGH "1 1 HOLES IN BOTH ANGLES 00 FOR CABLE RUNS OF UP TO 200 FEET, USE 7/8" INCH CABLE. " FOR CABLE RUNS GREATER THAN 200 FEET, USE 1-5/8 INCH CABLE. L4x4xj x 6 LONG (2)-%"0 U-BOLTS " ® 3" O.C. VERT. 8. MINIMUM BENDING RADII FOR COAXIAL CABLES: - HEAVY HEX AND 7/8 , RMIN = 15 I I 2-7/8" " � PAL NUT, TYP. %"x5"x5" PLATE 1-5/8", RMIN = 25" 1 9/16"� HOLE, TYP. TOTAL VERIZON WIRELESS EQUIPMENT SQUARE FOOTAGE: _____ COOT[ 9. CABLES SHALL BE INSTALLED WITH A MINIMUM NUMBER OF BENDS ONE (1) ALPHA ARGUS CABINET = 1 X 3.88 SF = 3.88 SF 00 cD i M _ 1 _ WHERE POSSIBLE. CABLES SHALL NOT BE LEFT UNTERMINATED AND SHALL ONE (1) POWER/TELCO CABINET = 1 X 5.9 SF = 5.9 SF �= 2�" O.D. SCHED. 40 1-1/16", ` BE SEALED IMMEDIATELY AFTER BEING INSTALLED. TWO (2) BATTERY CABINETS = 2 X 5.73 SF = 11.46 SF �_� GALV. STEEL PIPE MAST 11/16"x1%" SLOTTED1- \L 0 1 ONE (1) MODULAR CELL CABINET = 1 X 9.28 SF = 9.28 SF - _� %"0 -��- HOLES, TYP. TYP 10. ALL CABLE CONNECTIONS OUTSIDE SHALL BE COVERED WITH A ONE (1) MOD CABINET = 1 X 5.21 SF = 5.21 F GALV. OR S.S. U-BOLT WEATHERPROOF SPLICING KIT. L3x3 DIAG. BRACE :1 TOTAL = 35.73 SF L5x3%xj LLH x 11" LONG 1,h" 8" 1 HEAVY HEX & 11. CONTRACTOR SHALL VERIFY EXACT LENGTHS AND DIRECTION OF TRAVEL 2'-6" 2'-0" B PAL NUTS, TYP. IN FIELD PRIOR TO CONSTRUCTION. SECTION A-A SECTION B-B SECTION C-C ALPHA _ 12. CABLES SHALL BE FURNISHED WITHOUT SPLICES AND WITH CONNECTORS CABINET POWER TELCO A �> B C AT EACH END. FRONT FRONT " os SCALE: 2 = l'-O" SCALE: NONE SCALE: NONE 2'-7" FRONT 4'-6" NEW STEEL FRAMING, TYP. Of S.F=3.88 SF S.F.=5.9 SF dQl� o NEW GPS ANTENNA (MODEL TOP OF NEW GPS ANTENNA P1000 GALV. STEEL UNISTRUT REFER TO THE TELECOMMUNICATION � o � GPS-TMG-HR-26NCM BY PCTEL, INC.) ELEV. 33'-2"± AGL CHANNEL ATTACHED TO FRAMING WITH UNIPOLE DRAWINGS BY OTHERS U N ALPHA ARGUS CABINET POWER/TELCO CABINET - GALV. OR S.S. ANGLE ADAPTERS, TYP. FOR ADDITIONAL INFORMATION. Q p (ONE (1) TOTAL) (ONE (1) TOTAL) a N $ 1j" O.D. SCHED. 40 � » 0 i 11C l ^? 31� ATTACH COAX CABLES TO UNISTRUT GALV. STEEL PIPE MAST i I I �,�- NEW ANTENNA SIGNAL CABLES ROUTED TO PANEL ¢ (LENGTH AS REQUIRED) WITH STACKABLE SNAP-IN HANGERS ANTENNAS WITHIN CONCEALMENT CYLINDER, TYP. - 0 (VALMONT P/N 78SS-A), TYP. STEEL CENTER MOUNTING PIPE (BY OTHERS) (2)-�"0 GALV. OR S.S. I MODULARCELL N 972 "' CABINET 000000 " TOP OF NEW BATTERY t�0 CABINET M N 000000 U-BOLTS ® 9 O.C. I SCREENING ENCLOSURE CABINET co 36"± O.D. FIBERGLASS CONCEALMENT O (2)-%"0 GALVANIZED OR I ELEV. 31'-2"± AGL N FRONT op FRONT SUPPORT GRIP FROM FIXED CYLINDER (BY OTHERS) 0 STAINLESS STEEL THRU i' FRONT 25 4" 25 6" MEMBER WITHIN UNIPOLE TYPICAL ANTENNA CABLE N ANTENNA MOUNTED r BOLTS ® 9" O.C. ' 28'$ �'-� MOUNT TO STEEL FRAMING NEW VERIZON WIRELESS PANEL WITHIN FIBERGLASS CONCEALMENT CYLINDER, TYPICAL - ro S.F.=5.73 SF EACH S.F=9.28 SF EACH S.F=5.21 SF EACH0 00 " " SCALE: 1" = 1'-0"± AT THREE (3) LOCATIONS. INSTALL ANTENNAS AS 2 I o TOTAL HEIGHT OF CABINET = 69.2 TOTAL HEIGHT OF CABINET = 72 TOTAL HEIGHT OF CABINET = 73.8 HOISTING GRIP AS MANUFACTURED PER THE TELECOMMUNICATION UNIPOLE r- BATTERY CABINET MODULAR CELL CABINET 9712 CABINET BY VALMONT/MICROFLECT OR MANUFACTURER'S INSTALLATION INSTRUCTIONS. _ (TWO (2) TOTAL) (ONE (1) TOTAL) (ONE (1) TOTAL) APPROVED EQUAL. SEE BELOW OBTAIN APPROPRIATE ANTENNA MOUNTING HARDWARE GALV. STEEL "x6"x12" 6" HIGH CABLE TRAY WITH FROM THE UNIPOLE MANUFACTURER. R BACKER PLATE 2" FOR PART NUMBER. 3NUT. DRILL 7/16"0 HOLE SOLID FLANGED COVER AND S�C(� VERIZON WIRELESS 8" SECTION OF 2" WIDE IN FLANGE. USE PLLASTIC 0000 HEAVY DUTY CLAMPS GPMMP� ��5 �J` GALV. STEEL 34"x6"x6" x ELECTRICAL TAPE SPACERS BETWEEN GALV. 0000 HSS4x4x3/16 HOT DIP 4 GENERAL REVISIONS 7/17/15 STRAP DIPLEXERS (NOT SHOWN) TIGHT PZ P` $_ 12" LONG BENT PATE OUTSIDE FACE OF NEW E U I P M E N T CABINET DIMENSIONS STEELSURFACESAND MITYP NUM GALV STEEL SLEEPER p0I �� c^ SCREENING ENCLOSURE 5 SCALE: NONE 5-0 O.C. MAX. G1 N EXISTING ROOF SURFACE HT-yi- ----------- -- 3 ISSUED FOR BUILDING PERMIT 4/15/15 TO STEEL CENTER MOUNTING PIPE AND 9 � COAXIAL CABLEPLACE NEAR BOTTOM OF PANEL N oANTENNAS AND WITHIN VERIZON PLAN VIEW ® 7r1 N 12 0" 7' 1" 60 MIL ,PDM2 ISSUED FOR CONSTRUCTION 8/4/14 CABLE SIZE: PART#: ________________ PROTECTIVE MAT WIRELESS 10 CONCEALMENT CYLINDER. 115'-0"f AGL TN S ANTENNA 11 7/8 0 81730 TYPICAL GPS 1-5/8"0 B1732 1 ISSUED FOR REVIEW 7/21/14 ANTENNA 0 R I E N TA TI 0 N PLAN MN 4 M 0 U N T DETAIL INs�TALL CABLE TRAY COVER CLAMPS AT EACH END OF CABLE TRAY/COVER 3 SCALE: SCALE. 3/4" = 1'-0" SECTION AND AT 5'-0" MAX. O.C. BETWEEN (2 CLAMPS MIN. PER SECTION). No. ISSUE OR REVISION DATE 14• TYPICAL HOISTING 6 GRIP DETAIL 8 TYPICAL ROOF M 0 U N TE D CABLE TRAY No use, reproduction or dissemination may be made of this drawing and the concepts set forth without the prior written consent of VERIZON WIRELESS ANTENNA & CABLE SCHEDULE ( --SCALE. NONE SCALE. NONE Structural ConsultingServices, P.C. Copyright(E)2015 SECTORS (1) ANTENNA MODEL ANTENNA CABLE RUN/DIPLEXERS (**) COLOR CODING (*)CABLE LENGTH (2) COAX CABLE (3) PROJECT TITLE C4 165'± y 6" HIGH CABLE TRAY LEGEND: New York SMSA ALPHA SECTOR SEE RF COAX 165'± FOUR (4) 70' ^ PLUMBING DIAGRAM ANDREW (ALPHA SECTOR) 10 12" WIDE VENTED TROUGH STRAIGHT SECTION, COOPER B-LINE CAT. #46AVT-12-144 LENGTHS CUT TO FIT Limited Partnership AZIMUTH = 70 AMPHENOL ANTENNA 700/AWS/LTE IPLEXER AND RRH SCHEMATIC 165'± is Cd Q MECH. D.T. = CWWX063X25GOO N SHEET S-2 FOR 6 __ _ LDF NOMI • N °' m 2 12" WIDE 90' HORIZONTAL BEND, COOPER B-LINE CAT. #46AVT-12-90HB24 d/b/a VERIZON WIRELESS 700/AWS/LTE: 0'* CONTINUATIONS. 165'± 7/8 NOMINAL 14• O SITE: MATTITUCK RELO IPLEXER CABLE TRAY NOTES: 165'± a MN 1000 PIKE STREET SEE RF COAX 165'± FOUR 4 0 1.) THE ANTENNA CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE CABLE TRAY SYSTEM. PROVIDE ALL HARDWARE AND MATTITUCK, NY 11952 BETA SECTOR PLUMBING DIAGRAM a ANDREW ATTACHMENTS AS INDICATED ON THE DRAWINGS AND AS REQUIRED FOR A COMPLETE INSTALLATION. ALL CABLE TRAY SYSTEM AZIMUTH = 222' AMPHENOL ANTENNA 700 AWS LIE IPLEXER AND RRH SCHEMATIC S 165'± ? COMPONENTS SHALL BE ALUMINUM UNLESS OTHERWISE NOTED. THE CONTRACTOR MAY SUBS11TUTE SPECIFIED CABLE TRAY WITH MECH. D.T. = CWWX063X25G00 / / _ z LDF5-50A = 315' z PERMISSION OF THE ENGINEER. DRAWING TITLE 700/AWS/LTE: 0'* I �CONTI CONTINUATIONS. m 7/8 0 NOMINAL 3 (GAMMA SECTOR) IPLEXER, a 165'± 222' SYSTEMS,INCA REFERDEEP TO THE LOADING ROOF PLAN DEPTH), TRAY LEGEIES 46 ND F,OREC BDLEBTRAYMLOCATIONS,TYPE AS MWIDTHSCTURED BY AND REQUIRED INE FITTINGS.165 ± 8N (BETA SECTOR) ANTENNA ORIENTATION PLAN, GAMMA SECTOR SEE RF COAX 165'± FOUR (4) �, " ANTENNA & CABLE SCHEDULE PLUMBING DIAGRAM 8 ANDREW 3.) PROVIDE 0.040 THICK SOLID FLAT FLANGED ALUMINUM CABLE TRAY COVERS, B-LINE CAT. # 807A40, LENGTHS AND WIDTHS AS AZIMUTH = 315 AMPHENOL ANTENNA 700/AWS/LTE IPLEXER AND RRH SCHEMATIC ,_ 165'± LDF5-50A (FRONT) (SIDE) REQUIRED TO FIT CABLE TRAY STRAIGHT SECTIONS AND FITTINGS, AND HEAVY DUTY COVER CLAMPS AS REQUIRED, B-LINE CAT. AND CABLE ROUTING DETAILS MECH. D.T. = CWWX063X25G0O N SHEET S-2 FOR � 7/8"� NOMINAL AZIMUTHS ARE MEASURED 700/AWSATE: 0 I CONTINUATIONS. ALPHA, BETA AND GAMMA SECTOR 3.2"� #9A-W-9064. IPLEXER 165'± CLOCKWISE FROM TRUE NORTH 700/AWS/LTE PANEL (ANTENNAS GPS ANTENNAS 4.) PROVIDE TROUGH/LADDER DROP-OUT SECTIONS AT BEGINNING AND END OF CABLE TRAY RUNS AS NECESSARY TO PREVENT TRANSLATION OF MANUFACTURER: AMPHENOL ANTENNA MANUFACTURER: PCTEL INC. MECHANICAL DAMAGE TO THE CABLES. PROVIDE DROP-OUT BUSHINGS WHERE SIGNAL CABLES AND/OR GROUND WIRES EXIT CABLE GPS 1 N/A 1 BROWN 15'± ORIENTATION ANGLES MODEL No.: CWWX063X25G00 MODEL No.: GPS-TMG-HR-26NCM TRAY. / FOUR (4) " �, SEAL SCALE PROJECT NO. PCTEL, INC. GPS 2 N/A 2 BROWN 15'± ANDREW LEGEND: (A/B/G)700/AWSATE ON PLAN GPS (1-4) ON PLAN GPS UNIT (4) LDF4-50A THREE 3 ANTENNAS TOTAL (FOUR 4 GPS ANTENNAS TOTAL 5.) PROVIDE ALL REQUIRED HARDWARE FOR MOUNTING AND SUPPORTING CABLE TRAY INCLUDING BUT NOT LIMITED TO LAG BOLTS ( . }F .: AS NOTED VER0798 GPS-TMG-HR-26NCM GPS 3 N/A 3 BROWN 15'± , „ 700 = 700 ANTENNA ( ( ) ) O ) EXPANSION ANCHORS, UNISTRUT SUPPORTS, THREADED RODS, BOLTS, WASHERS, TYWRAPS, HOISTING GRIPS, ETC. USE STAINLESS NOMINAL 4' ' DRAWN BY DRAWING NO. GPS 4 N/A 4 BROWN 15'± LTE = LTE ANTENNA STEEL HARDWARE WHERE ALUMINUM IS IN CONTACT WITH GALVANIZED STEEL. "rY PCS - PCS ANTENNA VERIZON WIRELESS 4. ; a '' tt :\ GS J r CONFIRM WITH VERIZON WIRELESS REPRESENTATIVE. - 6. PROVIDE HOT-DIP GALVANIZED STEEL SECTIONS AS INDICATED FOR SUPPORTING CABLE ON ROOF AND SECURE CABLE TRAY TO �' CHECKED BY NOTES: (*) ) � a :. (1) CONTRACTOR SHALL PROVIDE MECHANICAL DOWN TILT BRACKETS WHERE REQUIRED. (**) VERIFY MAKES AND MODEL NUMBERS WITH VERIZON AWS = AWS ANTENNA A�E7�VNA ELEVATIONS SECTIONS AS REQUIRED. USE PLASTIC SPACERS WHERE ALUMINUM IS IN CONTACT WITH GALVANIZED STEEL. I (2) VERIFY CABLE LENGTHS IN FIELD AND COORDINATE WITH VERIZON WIRELESS PRIOR TO ORDERING. WIRELESS RF-ENGINEER AND PROVIDE O ANTENNA JUMPERS 9 SC = 1'-0" (PANEL); 3" = 1'-0" (GPS) ' JHF (3) VERIFY CABLE MANUFACTURER AND DIAMETER WITH VERIZON WIRELESS PRIOR TO ORDERING. OF APPROPRIATE LENGTHS AT THE EQUIPMENT AND AT THE 7.) FOR ALL CABLE TRAY RUNS ON THE ROOF, STENCIL A LABEL EVERY 20'-0" ON THE CABLE TRAY COVERS WHICH READS "DOS �� 1 tvf'� DATE ANTENNAS. FUTURE CABLING NOT SHOWN FOR CLARITY. NOT STAND - ANTENNA SIGNAL CABLES". a' Y (4) CONTRACTOR SHALL CONFIRM GPS UNIT MODEL AND CABLE WITH VERIZON WIRELESS. A ( ) Rp , �p�-�'� 7/15/14 VERIZON WIRELESS RF PLUMBING DIAGRAM S STRUCTURAL ALL SECTORSC CONSULTING 1-5/8" HORIZONTAL UNISTRUT CHANNEL NUT WITH SPRING, S SERVICES, P.C. 4-Lines 1 Antenna UNISTRUT PART #P1008 RRH UNIT UNISTRUT RACK NOTE: 3/8" DIA FLAT WASHER (TYP) 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 DETAILS FOR NEW RRH SUPPORT RACK SHALL TEL: 203.740.7578 FAX: 203.775.5670 BE SIMILAR TO THOSE SHOWN IN "MDB RACK 3/8" DIA BOLT (TYP) DETAIL AT EQUIPMENT PLATFORM" ON THIS InosSo - SHEET. SEE "EQUIPMENT SUPPORT FRAMING M/E/P ENGINEER: PCS JAWS; ,,,....,,.,._........ PLAN ON SHEET S-3 FOR LAYOUT DETAILS. 1 1-5/8" VERTICAL UNISTRUT CB BREEN ASSOCIATES, P.C. a • � ' 46 RIVERSIDE AVENUE TEL 203-866-1471 Y PROVIDE VERTICAL UNISTRUT SECTION AT WESTPORT, CT 06880 EVERY OTHER LGM JOIST LOCATION Ix 6/1✓IRCUIT ENCOUNTERED ALONG LENGTH OF TROUGH. ATTACH UNISTRUT To LGM JOISTS WITH X"0 6/CIRC UIT 6" #2 6" 6 CIRCUIT GALVANIZED HEX HEAD SELF—DRILLING TEK o o SCREWS 0 12 O.C. VERT. MAX., TYP. • . CLIENT: VERT. P1000T AT i HYBRIFLEX, POWER AND FIBER, TYP. • EVERY OTHER JOIST i % - ENCOUNTERED HORIZONTAL UNISTRUT 6 CIRCUIT y MDB's o I`a. , a o SEPARATION AS REQUIRED TO • ` I. ( SUPPORT / MDB TROUGH AS PER I� { I, HORIZ. � MANUFACTURER'S SPECIFICATIONS P1000T, NP. " PROVIDE TWO (2) 2%" GRS 11\00000 DIPLEXER WPLExER NIPPLES AND MYERS HUBS BETWEEN THE RAYCAP BOX AND � FE �� 7wireless PA PA '/a"O GALVANIZED HEX HEAD THE TOP OF THE TROUGH, TYP. 3 SELF-DRILLING TEK SCREWS ® CONTRACTOR PROVIDED AND INSTALLED 12" O.C. VERT. MAX., TYP. WEATHERPROOF (NEMA 3R) 10"x10"x6'-0" 4 CENTEROCK ROAD TROUGH MOUNTED ON UNISTRUT WEST NYACK, NEW YORK 10994 10"x10"x6' TROUGH I 1 + N I ^? I I I I PLYWOOD o I Io I I I PROVIDE 1-5/8" VERTICAL UNISTRUT (LENGTH SURFACE _ AS REQUIRED), PART #P1000T, TYP. AT EVERY _ = OTHER LGM JOIST LOCATION ENCOUNTERED. 0 v LGM, TYP. Plywood Surface (Gratin Surface Grating Surface DIPLEXER DIPLEXER DIPLE9Eft DIPLE>tER lac$� sae ss P 3 4 ALARM CONDUIT TO TELCO DEMARK SIDE VIEW FRONT VIEW POWER FROM 9712 CABINET NOTES: FIBER FROM 9712 CABINET 1.) ALL EXPOSED UNISTRUT ENDS TO BE CAPPED WITH UNISTRUT CAP (MODEL #P2860-10) 2.) EQUIPMENT SHOWN TRANSPARENT FOR CLARITY. 3.) ONLY 1-5/8" UNISTRUT TO BE USED FOR RACK CONSTRUCTION. 4.) COORDINATE EXACT EQUIPMENT SPECIFICATIONS WITH VERIZON WIRELESS. 850 700 AWS PCs OMDB RAATE UIPMENT PLATFORM FRAME SCALE: 3/4" = !�,�CETAIL RRI­_ RRH VERIZON WIRELESS COLOR CODING ROOF ACCESS HATCH SAFETY RAIL NOTE: sector Base Colar 850 LTE--C LTE-A PLI AWS SPS PROVIDE NEW FIXED SAFETY RAIL SYSTEM, Sector-1(Alpha) White1a4 :a'..<. .. ....:.._. ;,iC�:. :,_„-.9a<...,i Yellow £trt�nm y — "BIL—GUARD HATCH RAIL SYSTEM” MODEL Sector-2 Beta Blue Gray a Oran w �;r}+ ''._ ; Yellow 00 , Sector-3 Gamma Green oras^ ry'• Yeflow RL S MANUFACTURED BY THE BILCO COMPANY, NEW HAVEN, CT, OR APPROVED EQUAL INSTALL SAFETY RAIL IN ACCORDANCE WITH THE MANUFACTURER'S SEE RF COAX PLUMBING FIBERGLASS REINFORCED SPECIFICATIONS AND INSTALLATION DIAGRAM ON THIS SHEET FOR POLYMER (FRP), RECOMMENDATIONS. CONTRACTOR SHALL COAX CABLE CONTINUATIONS YELLOW, UV RESISTANT & SUBMIT THE MANUFACTURER'S STANDARD TO ANTENNA SECTOR. FIRE RETARDANT (01.91), TYP. ISUBMITTAL PRIOR TO ORDERING. SIX (6)-%"0 JUMPER CABLES TO DIPLEXERS (SEE PLUMBING DIAGRAM ON THIS SHEET. 700 AWS PCS RRH RRH RRH MDB MANUFACTURER: RAYCAP G G G UNISTRUT—MOUNTED RRH. COORDINATE EXACT MAKE AND MODEL WITH VERIZON WIRELESS. DIMENSIONS: 10.25"Dx15.73"Wx:19.18"H HELIAX FIBERFEED HYBRID JUMPER CABLE WEIGHT: 21.4 LBS (SYSTEM) ASSEMBLY, 2—PAIR POWER CONDUCTORS, 5.5 LBS (MOUNT)) 4—FIBER, MODEL # RFA412-4SXX—XX BY ANDREW 26.9 LBS (TOTAL,) SOLUTIONS OR EQUAL. COORDINATE EXACT MAKE 1 ISSUED FOR REVIEW 7/17/15 AND MODEL WITH VERIZON WIRELESS. 0 ANTENNA CABLE GROUND KIT Na ISSUE OR REVISION DATE GROUND WIRE CONNECTED TO NEW No use, reproduction or dissemination may be made of this drawing ANTENNA CABLE GROUND BAR G and the concepts set forth without the prior written consent of ':fANTENNA Structural Consulting Services, P.C. Co i ht©2015 PROJECT TITLE AT EQUIPMENT OUPLLATFORM FRONT ND BAR ® ABOVE"THE New York SMSA ROOF SURFACE ALUMINUM POST MDB RAYCAP SIX CIRCUIT OVP MAIN REAR OR DECK o SUPPORTS, TYP. Limited Partnership ------------------------------------------------ DISTRIBUTION BOX (MDB) WITH FIBER PATCH d/b/a VERIZON WIRELESS PANELDERWITH VERIZON WIRELESS 1000 DC SITE: MATTITUCK RELO MAKEANDMOD GROUND WIRE CONNECTED TO , 1000 PIKE STREET NEW EQUIPMENT PLATFORM GROUNDING SYSTEM, TYP. U.O.N. ��-- - -_ MATTITUCK, NY 11952 ® G I ` 18—PAIR SINGLE MODE FIBER ° I _ � 9926 BBU, POWER DISTRIBUTION PANEL �I AND DC CABLING (BY LUCENT) STEEL CORNER BRACKET, TYP. DRAWING TITLE (FOR RRH's) & +24V/-48V DC I I MOUNTING BRACKET HOT DIP GALVANIZED ATTACH TO EXISTING FRAME PER I CONVERTER (FOR RRH's) (BY LUCENT) m LOCATED IN NEW ENCLOSURE IF REQUIRED v I MANUFACTURER'S SPECIFICATIONS. SEAL ____ 9926 BBU ALL FRAME PENETRATIONS WATERTIGHT. RRH/S D B MOUNTING DETAILS G I 0 COORDINATE EQUIPMENT AND WIRING WITH VERIZON WIRELESS AND LUCENT. PROVIDED FITTING FOR ALUMINUM SELF CLOSING (FRP) AND ROOF ACCESS HATCH I I PDP G I EXTENSION OF HYBRIFLEX ® � ° POST HINGE, GATE (01.91) SAFETY RAIL DETAILS I I r p TYP. 001c) i CABLES p ALUMINUM EXISTING ROOF Imo_ STAINLESS STEEL GATE ACCESS HATCH +24V DC IN I DC CONVERTER 0 0 HINGE, TYP. _. , . ---------1---- G TORSI �. �-� � 4._ I, / SEA . �'£ SCALE PROJECT NO. AS NOTED VER0798 \ ----------------------------------------------------------- BOTTOM DRAWN BY DRAWING NO. s ,GS TYPICAL ANTENNA SECTOR RRH SCHEMATIC 3 MAIN DISTRIBUTION BOX ROOF HATCH SAFETY RAIL DETAIL „>� t,F�J 2 SCALE. NONE 4 SCALE: NO �� /� ,h CHECKED BY . _ >� SCALE: NONE �. �� .� JHF - 2 DATE — 7/16/15 EXISTING ROOF HATCH (TO NEW NATURAL GAS GENERATOR WITH OUTDOOR SOUND ENCLOSURE GENERAL STRUCTURAL NOTES: \�f- REMAIN). INSTALL NEW 80' FIXED 3 AND VIBRATION ISOLA11ON SPRINGS, SEE ELECTRICAL & PLUMBING 1.) ALL WORK SHALL BE IN ACCORDANCE WITH THE 2010 EDITION OF THE "BUILDING CODE OF NEW YORK STATE" AND WITH THE S STRUCTURAL SHIPS LADDER FROM MEZZANINE DRAWINGS. FOR ADDITIONAL INFORMATION. CONNECTION OF LEVEL UP TO ROOF LEVEL. SEE S-4 GENERATOR TO SUPPORT FRAMING BY CONTRACTOR PER DETAIL ON EQUIPMENT CABINET REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION. WHERE THE REQUIREMENTS OF VARIOUS CODES CONFLICT, THE MORE C CONSULTING ADJ. STRUCTURE SHEET S-4 FOR FURTHER DETAILS. THIS SHEET. VERIFY 3'-2' SUPPORT BEAM SPACING WITH STRINGENT SHALL APPLY. GENERATOR SUPPUER PRIOR TO FABRICATION OF STRUCTURAL CONT. W2" DE CUT TO 2" DEPTH STEEL MAXIMUM WEIGHT OF GENERATOR AND ENCLOSURE = 2,500 IIAZ (SEE PLAN FOR LOCATIONS) 2.) THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN FIELD PRIOR TO THE FABRICATION AND ERECTION OF ANY S SERVICES P.C. Ibs. PROVIDE CARBON STEEL % #18 FLATTENED EXPANDED METAL MATERIAL. ANY UNUSUAL CONDITIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. ----- ------ --------� 2 ® 12 ' ' ' UNDERLAYMENT BENEATH GENERATOR BY MC. NICHOLS OR 67 FEDERAL ROAD SUITE A8 BROOKFIELD CT 06804 INSTALL NEW FIXED SAFELY RAIL SYSTEM APPROVED EQUAL, TYP. ATTACH UNDERLAYMENT TO STEEL FRAMING �' ON HATCH PER DETAILS ON SHEET S-2. WITH GALV. SELF-DRILLING SCREWS OR CLIPS AS REQUIRED. 3.) IF ANY FIELD CONDITIONS PRECLUDE COMPLIANCE WITH THE DRAWINGS AND/OR CONDITIONS SPECIFIED, THE CONTRACTOR SHALL TE :203.740.7578 FAX:203.775.5670 IMMEDIATELY NOTIFY THE ENGINEER AND SHALL NOT PROCEED WITH ANY WORK THAT WOULD BE AFFECTED UNTIL FORMALLY DIRECTED BY �-- -- ---- ---- ---- 3'-0" WIDE ACCESS STAIRS UP TO PLATFORM, THE ENGINEER ON HOW TO PROCEED. - --- -- SEE "ACCESS STAIRS DETAIL" ON SHEET S-4. W12x26 M/E/P ENGINEER: MAIN GARAGE ROOF 4.) INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISALIGNED OR NON-CONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED ^ NEW VERIZON WIRELESS EQUIPMENT CABINET, TYP. TO THE ENGINEER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. IF FAULTY CONSTRUCTION PROCEDURES OR MATERIALS RESULT IN DEFECTIVE PROVIDE BOLT HOLES IN TOP FLANGE OF BEAMS FOR TYPICAL WT ATTACHMENT WORK THAT REQUIRES ADDITIONAL ENGINEERING TIME TO DEVISE CORRECTIVE MEASURES, PROFESSIONAL FEES MAY BE CHARGED TO THE CB BREEN ASSOCIATES, P.C. EQUIPMENT CABINETS AS PER THE DETAIL THIS SHEET. TO W12 x 2 6 DETAIL CONTRACTOR AT THE STANDARD HOURLY RATE OF ADDITIONAL SERVICES. EXISTING 20K3 OUTLINE OF RAIN CANOPY ABOVE, SEE "RAIN CANOPY 2 SCALE: 1" = 1'-0" 5.) THE CONTRACTOR SHALL COORDINATE THE WORK SHOWN ON THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS OF THE M/E/P 46 RIVERSIDE AVENUE TEL 203-866-1471 _ BELOW, TYP_ FRAMING PLAN" ON THIS SHEET FOR DETAILS. "' --------- DRAWINGS (INCLUDING ALL CONTRACT SHOP DRAWINGS). THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND COORDINATING ALL WESTPORT. CT 06880 3'-0" 9" 3%" O.D. SCHED. 40 GALV. STEEL PIPE CANOPY POST, " STAIRS TYP. AT (5) 2 MIN. BEARING DIMENSIONS. IN CASE OF CONFLICT THE CONTRACTOR SHALL IMMEDIATELY REQUEST A CLARIFICATION FROM THE ENGINEER. LOCATIONS. CUT GRATING (t1iERE APPLICABLE) FLUSH AT EDGE OF 1 CANOPY POST TO ALLOW GRATING TO BEAR ON TOP OF BEAM. SEE EQUIPMENT CABINET 6.) THE CONTRACTOR SHALL MAKE NO DEVIATION FROM THE DESIGN DRAWINGS WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. "RAIN CANOPY FRAMING PLAN" ON THIS SHEET FOR DETAILS. STEEL GRATING 7.) IN CASE OF CONFLICT BETWEEN NOTES, DETAILS AND SPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN. CLIENT: W21x44 --- - 1%"x6"x24" GALV. STEEL BEARING PLATE CENTERED Q_ - - -- - ---- - - ON EXISTING 8" CMU AS PART OF PARAPET WALL, F 8.) ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSIRUC110N'S MANUAL OF STEEL ' r TYP. AT TWO (2) LOCATIONS TOTAL. SEE SECTION 2 `V CONSTRUCTION, ALLOWABLE STRESS DESIGN, NINTH EDITION. Qf mU 2 ON SHEET S-4 FOR FURTHER INFORMATION. L3'�x2x'4 LLH NEW HSS4x4x% POST DOWN _ '�. � ,' S-q 9.) ALL STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL MEET THE REQUIREMENTS OF ASTM A992 (50 KSI). ALL OTHER STRUCTURAL STEEL TO TOP OF EXISTING W30 �, X '�,�.',� NEW LGM FRAMED SCREENING WALL WITH BRICK-LIKE 5 8"� A325 BOLT ® 1'-6" O.C. SHAPES, PLATES, BARS, ETC. OTHER THAN STRUCTURAL STEEL TUBING SHALL MEET THE REQUIREMENTS OF ASTM A36. ALL STRUCTURAL BEAM BELOW ROOF LEVEL AND �,� ,�`,' . FACADE TYP. AROUND PLATFORM. SEE "SCREENING / STEEL TUBING AND PIPE (RECTANGULAR AND ROUND) SHALL MEET THE REQUIREMENTS OF ASTM A500 GRADE B, 42 KSI (ROUND) AND 46 CENTERED OVER EXISTING ' ' ,'� ,�� m E �-m T ENCLOSURE FRAMING PLAN" ON THIS SHEET. W12x26 (+2") KSI (RECTANGULAR). ALL PIPE AND POSTS SHALL BE INSTALLED PLUMB. ® STEEL COLUMN BELOW. �- ' N°'U CONTRACTOR TO FIELD VERIFY I '�.' " U13UP=,��Lqwireless N rn rn rn N ; EXISTING ROUGH GARAGE GRATING SUPPORT DETAILS 10.) ALL BOLTS SHALL BE 3/4"0 A325 TYPE N UNLESS OTHERWISE NOTED. ALL BOLTS SHALL BE HEAVY HEX WITH HEAVY HEX NUTS LOCATION OF EXISTING - ° .� DOOR OPENING BELOW, TYP. BUILDING COLUMN PRIOR TO VIBRATION ISOLATION �,' Q � °' = Z +J w + i ®-INDICATES MOMENT CONNECTION, TYP. AT A T E. U I P M EN T CABINETS CONFORMING TO ASTM A563 AND PLAIN HARDENED WASHERS CONFORMING TO ASTM F436. ALL THREADED RODS SHALL CONFORM TO ASTM THE PREPARATION OF STEEL I SPRING (MODEL .� Z 3 A36 UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL U-BOLTS SHALL BE 1/2"0 MIN. AND CONFORM TO ASTM A307 OR A36. ALL 4 CENTEROCK ROAD SHOP DRAWINGS. SEE SECTION I #MSS-2E 80-2700 �2��so �cc ; (2) LOCATIONS: SEE SHEET S-4 FOR DETAILS. SCALE: (NONE U-BOLTS SHALL HAVE FOUR (4) NUTS, TWO (2) NUTS EACH END. WEST NYACK, NEW YORK 10994 1 ON SHEET S-4 FOR BY THE VMC GROUP), FURTHER DETAILS. I TYP„ FOR (4). s i PROVIDE 6" CLR. x 24" CLR. OPENING IN GRATING FOR 11.) ALL STRUCTURAL STEEL, PLATES, BOLTS, NUTS, WASHERS, ETC. SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION CONFORMING TO CABLE PASSAGE THROUGH PLATFORM. FRAME ALONG THREE GENERATOR (SOUND ENCLOSURE) ASTM A123 AND A153. TRIMMED ENDS OF STEEL AND DISTURBED SURFACES SHALL RECEIVE A BASE COAT OF Z.R.C. COLD GALVANIZING Y I (3) SIDES OF OPENING WITH L3x3x34 AS SHOWN. TACK WELD COMPOUND MANUFACTURED BY Z.R.C. CHEMICAL PRODUCTS INC., QUINCY, MA., OR EQUAL AND A TOP COAT OF ALUMINUM BASED PAINT. L3x3 ANGLES TO W12 BEAMS AT ALL CONNECTIONS. GENERATOR ISOLATION SPRING (MODEL -+ L3x3x' i MSS-2E 80-2700 BY THE VMC GROUP 12.) ALL WELDING SHALL COMPLY WITH THE PROVISIONS OF AWS D1.1 "STRUCTURAL WELDING CODE - STEEL." QUALIFY WELDING FIELD WELD RAIN CANOPY POST TO TOP FLANGE OF BEAM # ) PROCEDURES AND WELDING OPERATORS IN ACCORDANCE WITH AWS D1.1 "QUALIFICATION" REQUIREMENTS AND NYS BUILDING CODE " CENTERED ON BEAM. CONTRACTOR SHALL CIO �'''' ; WITH 'A4 FILLET WELD ALL AROUND (AT THIS LOCATION ONLY). CONFIRM IN FIELD AND COORDINATE WITH REQUIREMENTS. ALL WELDING SHALL BE PERFORMED USING THE SHIELDED METAL ARC (SMAW) PROCESS USING E70XX ELECTRODES. UNLESS MAIN GARAGE ROOF SEE SECTION 3 ON THIS SHEET FOR BASE CONNECTION GENERATOR MANUFACTURER. INSTALL OTHERWISE NOTED ON THE DRAWINGS, ALL BUTT WELDS SHALL BE 100% PENETRATION WELDS AND ALL FILLET WELDS SHALL BE 1/4" I E A L3x3x I DETAILS AT ALL OTHER RAIN CANOPY POST LOCATIONS. B`A`R DALPHA I I SPRING PER MANUFACTURER'S WRITTEN MINIMUM. ALL WELDS SHALL BE INSPECTED BY THE ENGINEER. PROVIDE KIDDE 101b HAND ARGUS ; EXISTING PILASTER BELOW ROOF INSTALLATION PROCEDURE. HELD CO2 RECHARGEABLE L 13.) ALL HOLES TO BE MADE IN THE FIELD SHALL BE DRILLED. GAS CUTTING IS NOT PERMITTED. FIRE EXTINGUISHER WITHIN I BUILD UP EXISTING PARAPET ONE (1) BRICK COURSE MIN. OUTDOOR RATED , ABOVE TOP OF NEW STEEL FOR V-4" MIN. BOTH SIDES OF 14.) ALL SPECIALTY ANCHORS SHALL BE INSTALLED AS PER MANUFACTURERS' WRITTEN SPECIFICATIONS. ENCLOSURE WITH GLASS " " " " -1p _ _ BEAM BASE PLATE CENTERLINE, TYP. AT (2) LOCATIONS. FRONT. COORDINATE 7'-10"± (V.I.F.) 3-2 3-6 3-4 3-6 1 -10 2-6 2-6 z m NEW STEEL BEAM (SEE PLAN) EXACT SPECIFICATIONS m x 15.) ALL GROUT SHALL BE NON-METALLIC AND OF NON-SHRINKAGE TYPE WITH A MINIMUM COMPRESSIVE STRENGTH OF 7,500 AT 28 DAYS. WITH VERIZON WIRELESS. T *-PROVIDE WT3x7.5 (11'-9" LONG EACH) RIPPED M DOWN TO HEIGHT OF 2" WITHIN LIMITS OF (E UL M AND ISOLA11ON SPRING CANOPY POST AND BEAM EQUIPMENT CABINET INSTALLATION OVER TOP cZ� (n OF W12x26 (+WT) BEAMS. SEE DETAIL 2 ON MAIN GARAGE ROOF o TYPICAL DETAIL A T 3-11 -9„ -v Z THIS SHEET FOR FURTHER INFORMATION. 4 GENERATOR ISOLATION SPRINGS TYP. 3/16 ,�" DECK D SCALE: '1 = 1 -0 N I I I 27'-9"f (V.I.F.) D to L4x4x3/8 x 5%" LONG SINGLE 2®3" = 6" _ ----------_----- o ANGLE CONNECTION WITH I C9 _ A C9 (2)-3/4"0 A325 BOLTS EA. LEG -- FRAMING PLAN NOTES: 1.) ALL STEEL SHALL BE INSTALLED LEVEL UNLESS OTHERWISE NOTED. C9 2.) TOP OF NEW STEEL ELEVATION SHALL BE HELD 2'-10' ABOVE EXISTING ROOF SURFACE UNLESS OTHERWISE NOTED THUS (fX") INDICATING DISTANCE ABOVE OR BELOW TOP OF STEEL REFERENCE ELEVATION. SPAN OF GALV. STEEL WELDED GRATING W/ 3.) STEEL GRATING SHALL BE ALL WELDED TYPE GW AS MANUFACTURED BY McNICHOLS WITH 1%"x3/16" 1'Aa"x3/16" BEARING BARS ® 1-3/16" O.C. M 1%19 BEARING BARS ® 1-3/16" O.C. i I 1 "x3%"x6" PLATE, TYP. 4.) FASTEN GRATING TO STEEL FRAMING WITH McNICHOLS TYPE GG GALV. STEEL GRATING CLIPS OR �' - - ----C9 ' i 1 � I 3/4"0 A325 BOLT, TYP. APPROVED EQUAL. SPACING OF FASTENERS AS PER MANUFACTURER'S RECOMMENDATION. PROVIDE TWO (2) GRAPHIC SCALE GRATING CLIPS MINIMUM EACH END OF INDIVIDUAL GRATING PANELS. JOIN SIDE BARS OF ADJACENT GRATING PANELS TOGETHER WITH GALVANIZED OR STAINLESS STEEL END PANEL CLIPS ® 2'-0" O.C. 1h"4 0 s + a GAP L3x3x'/a KNEE BRACE, TYP. 5.) INSTALL X" THICK SECTIONS OF GALV. STEEL DIAMOND PLATE (SIZES AS REQ'D) OVER TOP OF RAISED BEAMS TO CLOSE OPEN SPACE WHERE FUTURE CABINETS ARE NOT INSTALLED. BOLT TO TOP OF BEAMS WITH 8"0 GALV. OR S.S. BOLTS TO ALLOW REMOVAL. COORDINATE NUMBER AND LOCATION OF FUTURE CABINETS (IN FEET)( I EA. E A OF BOLT, TYPICAL 3 / TYPICAL C9 TO C9 CONN CION EA. END OF BRACE WITH VERIZON WIRELES. 6.) CONDUITS, PIP NGS ANTENNAS, ETC. WITHIN VICINITY OF STEEL SUPPORT FRAMING NOT SHOWN FOR " CLARITY. COORDINATE ALL REQUIRED WORK WITH THAT OF OTHER TRADES. 01RAP TAIL A T RAIN CANOPY /a x4 x4 SHEAR TAB WITH %" = 1'-0" 5 SCALE: 1'AZ" = 1'-0" 3%" 1"x1" CORNER CHAMFER, TYP. Z 11'-8" DECK GAGE 4 GENERAL REVISIONS 7/17/15 a 11'-2" NOTE (DETAIL 8): %"x10"x6%" BASE PLATE 3 ISSUED FOR BUILDING PERMIT 4/15/15 PROVIDE SHOP DRILLED HOLES ONLY AT a LOCATIONS OF INITIAL EQUIPMENT CABINETS. (2)-3/4"0 A325 BOLTS @ 7" 4 x o HOLES FOR FUTURE EQUIPMENT CABINETS O.C. SPACED AT 31h" GAGE 2 ISSUED FOR CONSTRUCTION 8/4/14 OUTLINE OF EQUIPMENT ------I EQUIPMENT CABINET, TYP. SHALL NOT BE PROVIDED AT THIS TIME. r� I I COORDINATE LOCATION OF INITIAL AND FUTURE NEW W21x44 OR W12x26 STEEL BEAM, SEE 1 ISSUED FOR REVIEW 7/21/14 BELOW CANOPY, TYP. I I I EQUIPMENT CABINETS WITH VERIZON WIRELESS. " " L I I EQUIPMENT SUPPORT FRAMING PLAN Na ISSUE OR REVISION DATE EDGE OF DECK, TYP. PROVIDE r-1I i --- 3 NEW STEEL BEAM BELOW, TYP. 3'r�" O.D. SCHED. 40 PIPE WITH NEOPRENE OR EXT. GRADE I - " PLASTIC EDGE GUARD ALL AROUND LJ �� --- S-3 Y-off' WELDED CAP PLATE ON TOP �" No use, reproduction or dissemination may be made of this drawing EDGE OF METAL DECK, TYP. � r m r " E° (1) I ''-7r I E° ('' 3 TYPICAL CANOPY P Y P 0 S T SECTION C TI O N p -- 9/16"0 x 1'fi LONG �� and the concepts set forth without the nor written consent of c v " LJ I -- SLOTTED HOLE FOR Structural ConsultingServices, P.C. Cop i ht©2015 � <` 4 %"0 BOLT, TYPICAL I� r� S-3 SCALE: 1" = 1'-0" ___ .._... mU -H S-3 AT (16) LOCATIONS. (5)-#12 TEK SCREWS MIN. PROJECT TITLE f m SLOPE E i i M g o f m�Z AT EACH STUD CONNECTION New York o NL filll L,J I e o SMSA I _ W CONTINUOUS L4x3%x'Aa LLV RUSTIC FULL SIZED BRICK-BURNT - L ------J ^ ORANGE WITH LIGHT GRAY GROUT `� --- I' i- (POSITION ANGLE AS REQUIRED Limited Partnership W RUS11C FULL SIZED BRICK-BURNT I I TO PLUMB LGM STUD.) d/b/a VERIZON WIRELESS _j -----, INTERLOCK PANELS, TYP. ALL AROUND -_-- - I AS ENCLOSURE FACADE. SEE "TYPICAL �i p I� ; ORANGE WITH LIGHT GRAY GROUT i "0 A325 BOLTS ® 4'-0" MAX. O.C. I � SCREENING WALL CONSTRUCTION SII rn I INTERLOCK PANELS. FIELD CUT -� WITH TAPERED WASHERS.AS REQUIRED SITE: MATTITUCK RELO _j i i g� DETAIL" ON THIS SHEET. i-_- i - PANELS AND ADHERE TO PLYWOOD , I I I 1000 PIKE STREET A\ ___ _J r _____ , - IN ACCORDANCE WITH THE HORIZONTAL CHANNEL, SEE PLAN. MATTITUCK, NY 11952 SLOPE _ � mg I MANUFACTURERS SPECIFICATIONS � i I I I J ,o I W , , i AND RECOMMENDATIONS. SUBMIT I I i DRAWING TITLE DOWN v �" P.T. PLYWOOD PAINTED WHITE o I� I II gym II , � oo COLOR AND MATERIAL SAMPLES TO I I � i CANOPY POST BEYOND SEE PLAN. ON INSIDE FACE WITH TWO (2) _ �.-_� ��a I I I " L2x2x'/a KNEE BRACE, TYP. FOR (10) TOTAL. 5���`�. a _ VERIZON WIRELESS PRIOR TO I I I I fi P.T. PLYWOOD PAINTED WHITE COATS OF EXTERIOR GRADE PAINT c��- - � ---- ORDERING. i i I ON INSIDE FACE WITH TWO (2) SPAN OF 18 GA. 1%" TYPE 8 GALV. STEEL ROOF DECK AS C9x1�.4 - 358SW12 LGM STUDS ® 16" O.C., TYP. Z i I..- _ I I I I COATS OF EXTERIOR GRADE PAINT EQUIPMENT SUPPORT MANUFACTURED BY UNITED STEEL DECK, INC. OR APPROVED EQUAL, _ SLOPING) \ TYP. FASTEN DECK TO STEEL FRAMING WITH #12 S.S. OR GALV. rF1 " 11�L,<Q i " " FRAMING PLAN, SECTIONS, lEK SCREWS ® 6" O.C. MAX. SET IN BED OF 01 1C0 3AZ O.D. RAIN CANOPY 358SW12 LGM STUDS ® 16 O.C. MAX. STEEL SELF-DRILLINGSUPPORT POST, TYP. FOR (5). -m U 4� I I I 0 A325 BOLTS ® 4-0 O.C. MAX. DETAILS AND NOTES EXTERIOR GRADE SILICONE SEALANT. FASTEN SIDE LAPS OF DECK TOGETHER WITH #12 TEK SCREWS 0 6" O.C. MAXIMUM. SEAL SCREW A01k', 4'-4" ��' NOTCH BOTTOM OF PANELING FOR W21 TO CONTINUOUS L4x3'AZx'/a LLH HEADS OVER DECK WITH EXTERIOR GRADE SILICONE SEALANT. E° 2 i-�• Eo 2 ALPHA PASS THROUGH, TYP. AT (4) LOCATIONS. i i I I 4'-8"t DECK ARCUS 3%" O.D. SCHED. 40 GALV. STEEL PIPE, TYP. FOR (5) TOTAL. �' -�o' I ----------------_ , (3)-#12 TEK SCREWS MIN. ,l ��' w�2+wt ( )-# STEEL PLATFORM BEAM SEE PLAN. VERIFY BOLT LOCA11ONS WITH AT EACH STUD CONNEC11ON SEAL !�,�` M`q1 SCALE PROJECT NO. NOTES: CABINET MANUFACTURER. W12+WT 1.) ALL STEEL SHALL BE INSTALLED LEVEL UNLESS OTHERWISE NOTED. , 2. TOP OF NEW STEEL ELEVATION SHALL BE 8-2 ABOVE TOP OF EQUIPMENT 1" MIN. FASTEN PLYWOOD TO LGM f �, r � ��., � AS NOTED VER0798 0 (AT W21x44 AND W12x26) " _ i DRAWN BY DRAWING N0. CABINET SUPPORT FRAMING STEEL UNLESS OTHERWISE NOTED THUS (tX") 1%" (AT W12x16) STUDS WITH 1-5/8 TYPES ;9 '7V INDICATING DISTANCE ABOVE OR BELOW TOP OF STEEL REFERENCE ELEVATION. EQUIPMENT CABINET DRYWALL SCREWS ® 12 O.C. Y r GS ' i' CHECKED BY RAIN CANOPY FRAMING PLAN Uj SCREENING ENCLOSURE FRAMING PLAN 8 BOLTHOLE LOCATIONS TYPICAL SCREENING WALL SECTION JHFSm3 6 = SCALE: '/" = 1'-0" SCALE: '/" = 1'-0" S-3 SCALE: 1" = V-0" 0 9� �� ` DATE SCALE. / 1 0 ��` �� °a®FESSIO� 7/15/14 NOTE: THE MANUFACTURER'S CUT SHEET (RIGHT) ALACO L3x3 L3x3 i(T HAS BEEN PROVIDED FOR INFORMATIONAL ""--------- ------------- S STRUCTURAL AFTER INSTALLATION OF NEW ROOF PURPOSES ONLY. CONTRACTOR SHALL �> nk 'Z 5167G"Street,Chino,CA 91710-5143 C CONSULTING 1/�" MAX. ACCESS LADDER, CONTRACTOR SHALL s�,,�t�« �"re�fS�r , „jir:g•s���sAfher earFdilC�saes �raer?a2r!<�«r, Phone:888-310-7040•Fax909-591-7565 REPAIR ALL DAMAGED AREAS TO `� COORDINATE ALL REQUIREMENTS AND DETAILS W21 MATCH APPEARANCE OF EXISTING. ��, WITH THE MANUFACTURER PRIOR TO ORDERING. ��� � + S SERVICES, P.C. MAX. L3x3 TO L3x3 M - e ; W21 3/4"0 A325-Sc ` MODEL 380-800 Ships Ladder }, 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 (SUP—CRITICAL) � TEL: 203.740.7578 FAX: 203.775.5670 W12 - i BOLT, TYP. 4 fes, NEW ROOF HATCH SAFETY RAILING NOT ', W12 F - i SHOWN FOR CLARITY. SEE ROOF HATCH EXISTING ROOF ACCESS HATCH _ i A325-SC N, i - _ SAFETY RAILING DETAIL ON SHEET S-2 0 0 3/4 0 0 PO (SUP-CRITICAL) � FOR FURTHER INFORMATION. o o EXISTING ROOFING M/E/P ENGINEER: - i BOLT, TYP. i " 77 �i 1 3/8 FULL-HEIGHT MEMBRANE AND RIGID ;� 3/8" FULL-HEIGHT -&i STIFFENER B.S. OF W21 INSULATION, TYP. rnIY41 STIFFENER B.S. OF W12 TYP. (SKEWED AS REQUIRED) CB BREEN ASSOCIATES, P.C. Y4 __________________ _____=_====_____===__=_===___== 3„ STEP WIDTH W12 TO W12 W21 TO W21 -------- --------- ------ - ------------------ 46 RIVERSIDE AVENUE TEL 203-866-1471 WESTPORT. CT 06880 2" 1h" MAX. " MAX. EXISTING 1%" 1391 METAL ROOF W21 W21 W12 (+2") 21RAIL DEPTH DECK, TYP. i W12 3/4"0 A325—SC — Aft-1 3/4"0 A325—SC CLIENT: "� ' (SLIP-CRITICAL) '�' _ ' (SUP-CRITICAL) -JL- EXISTING HEIGHT - i BOLT, TYP. i BOLT, TYP. EXISTING DUCT ,� FROM FLOOR EXISTING 20 OPEN WEB TO TOP OF 3/8" FULL-HEIGHT JOIST, TYP. I�„ ROOF HATCH TYP. STIFFENER B.S. OF W21 TYP. 3/8" FULL-HEIGHT �� �� STIFFENER B.S. OF W21 NEW 24" WIDE 80' LIGHTWEIGHT ALUMINUM (SKEWED AS REQUIRED) ACCESS LADDER WITH HANDRAILS, MODEL BLOCK AND CHIP ONLY #380-80' AS MANUFACTURED BY ALACO ATTACH LADDER WALL MOUNT \---BLOCK AND CHIP ONLY F.S. FLANGE OF W12 LADDER COMPANY, CHINO, CA, OR APPROVED BRACKET (MODEL #380 BY ALACO 12 F.S. FLANGE OF W12 EQUAL. INSTALL ACCESS LADDER IN LADDER COMPANY OR APPROVE3FEE�,Zwireless W12 TO W21 W12 +2" TO W21 ACCORDANCE WITH THE MANUFACTURER'S EQUAL) TO EXISTING WOOD FRAMING SPECIFICATIONS AND INSTALLATION WITH LAG SCREWS (QUANTITY AND RECOMMENDATIONS. CONTRACTOR TO FIELD80' VERIFY ALL EXISTING CONDITIONS AND DIAMETER OF LAG SCREWS PER 4 CENTEROCK ROAD HEIGHTS REQUIRED BY THE MANUFACTURER MANUFACTURERS 3 WEST NYACK NEW YORK 10994 YP 1 C A L BEAM TO BEAM C 0 N N E C TI O N S FOR FABRICATION AND COORDINATE ALL RECOMMENDATIONS, (2)- 0 SCREWS(DI SCALE: 1 = 1 -0 REQUIREMENTS WITH THE MANUFACTURER. MIN.). PRE-DRILL APPROPRIATELY CONTRACTOR SHALL SUBMIT THE SIZED HOLES IN EXISTING WOOD MANUFACTURER'S STANDARD SUBMITTAL WITH FRAMING TO PREVENT SPLITTING. „ ALL FIELD VERIFIED DIMENSIONS AND HEIGHTS "Y" DIMENSION 24" CPW 11 �' TO THE ENGINEER FOR APPROVAL PRIOR TO 1/8" MAX., TYP. ORDERING. CONTRACTOR SHALL PROVIDE THE MANUFACTURER WITH THE EXISTING CONDITION W21 DETAIL AT THE TOP OF THE ACCESS LADDER W12 (2)-4x3%x�6 x 8%" LONG BENT PLATES FOR ACCESS LADDER CONNECTION TO THE - - WITH (3)-3/4"0 A325-SC (SUP NEW WOOD FRAMING. SEE THE J M MANUFACTURERS CUT SHEET FOR THE W21 CRITICAL) BOLTS EACH LEG, TYP. M i ACCESS LADDER PROVIDED ON THIS SHEET 6" 3 T ® 8" = 2'-0" �, _ _ FOR INFORMATIONAL PURPOSES ONLY. i 114" TYP. MEZZANINE LEVEL. TYP. r Yz"x8"x7%" STEEL PLATE WELDED TO WEB OF W21 (SKEW CUT AS REQUIRED), TYP. B.S. OF W21 ATTACH LADDER TO MEZZANINE FLOOR 1%"0 SCHED. 40 GALV. STEEL i 8", TYP, TO PREVENT MOVEMENT (CONNECTION REMOVABLE RAILING EACH SIDE Y TYP. / DETAILS BY CONTRACTOR) L2Y�x2Ysx% WELDED TO C10's FOR i W12 ACROSS W21 EDGE SUPPORT OF GRATING SECTION THROUGH EXISTING ROOF EDGE x 5%" LONG WITH I 3 SIDES 3 TYPICAL MOMENT CONNECTION DETAIL HATCH AND NEW ACCESS LADDER (2)-3/4"0 A325 BOLTS EACH LEG 2 SCALE: 1" = 1'-0" S-3 SCALE: 3/4" = 1'-0" W21 BEAM (SEE PLAN) STEEL PLATFORM GRATING (SEE PLAN) ' 8" TYP. � N TOP OF GRATING PARAPET PENETRATION NOTES' 1.) CONTRACTOR SHALL WATERPROOF THE °o° 3/8" FULL-HEIGHT STIFFENER WELDED PARAPET PENETRATIONS AS REQUIRED WITH C-4-' — - "' ON THREE (3) SIDES (OPPOSITE SIDE OF STIFFENER, CAP PLATE, HSS4x4 POST, BASE ------ N BEAM-TO-BEAM CONNECTION ONLY PLATES, EXISTING W30x99 AND EXISTING STEEL COLUMN BITUMINOUS COATING/ROOFING CEMENT. 1A" „ ----J ' CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THE PENETRATIONS WATERTIGHT. TYP. y" a (2)-3/4"0 A325 BOLTS (7" O.C.) PROVIDE STANDARD PITCH POCKET STIFFENER, BEARING PLATE, ANCHOR r--------------- � r- SPACED ® W21 BEAM GAGE (3%") I AS PER DETAIL ON THIS SHEET. 2.) PAINT EMBEDDED PORTIONS OF STEEL �_________________ o WITH TWO (2)-COATS OF BITUMINOUS PAINT. ROD`S AND EXISTING 8" CMU WALL r- m 3/4"x6%"x10" CAP PLATE i NEW HSS4x4x'/4 POST I (2)-C10x15.3 SPACED ® 3'-0" CLR. N REMOVE ROOFING MEMBRANE RIGID INSULATION i „ ALIGN END OF BEAM WITH 8�6 WIDE x 3'-0” LONG GALV. AND METAL ROOF DECK AS REQUIRED TO Wl ' TOP OF NEW STEEL EXPOSE EXISTING OPEN WEB JOIST SEATS AND FILL BEAM POCKET SOLID WITH NEW OR REUSED BRICK. ( BACK EDGE OF BEARING PLATE. STEEL TREAD WITH 1,� x3/16 TOP FLANGE OF EXISTING W30 STEEL BEAM. WATERPROOF BOTH SIDES OF BEAM POCKET � BEARING BARS, TYP. TYP. � ---- TOP REPAIR ROOFING MEMBRANE, RIGID INSULATION ROOF LEVEL ---- ----- 4 GENERAL REVISIONS 7/17/15 AND METAL ROOF DECK AS REQUIRED AROUND 'ft" COMPRESSIBLE FILLER ALL AROUND BEAM, ROOF PENETRATION AFTER POST INSTALLATION. PROVIDE SIKAFLEX 1a OR APPROVED EQUAL. HSS4x4x% GALV. 3 ISSUED FOR BUILDING PERMIT 4/15/15 . .:'` 1/4" CLOSURE PLATE STEEL SLEEPER (2)-3/4"0 A325 BOLTS ® 10" O.C. (CENTERED TOP OF NEW STEEL PROVIDE P.T. 2x SILL AND SHEET METAL CAP ATOP PARAPET WELDED TO AC10TE 60 MIL EPDM SHEET 2 ISSUED FOR CONSTRUCTION 8/4/14 " " I EXTENSION FOR 2'-8" LIMITS OF BEAM POCKET/PARAPET ABOUT PLATE), TYP. FIELD DRILL 131fi 0 HOLES IN W21 i ><:�; UNDER SLEEPER i TYP. T&B 1 TOP FLANGE OF EXISTING W30 BEAM FOR BOLTS. i ; .,,:.. ..�:; :;• BUILD-UP TO MATCH EXISTING (SEE PLAN) 1 ISSUED FOR REVIEW 7/21/14 /a " „ „ S.S. OR GALV. BUILD UP EXISTING BUILDING FACADE WITH NEW BRICK A C C E S S STAIRS DETAIL 1 x8 x13 LONG BASE PLATE HEAVY HEX NUT =, _„ AND GROUT TO MATCH EXISTING ONE (1)-BRICK 4 SCALE: NONE CD i 1 1 �••_�. - , • ( Na ISSUE OR REVISION DATE N (2)-8"x4/1"x1/4" PLATES (ON BOTH i COURSE MINIMUM ABOVE TOP OF NEW STEEL. A® ' �A SIDES OF EXISTING OPEN WEB JOIST 'i ' ` REMOVE EXISTING P.T. 2x SILL AND SHEET METAL CAP No use, reproduction or dissemination may bdrawing e made of this i I SEATS TACK WELDED TOGETHER > ":; '• "' — ATOP PARAPET FOR 4'-0" LIMITS OF BEAM _ and the concepts set forth without the prior written consent of -H ' ���• � BITUMEN Structural ConsultingServices, P.C. Co i ht©2015 -------- --- — „ o POCKET/PARAPET BUILD—UP (SEE PLAN) 10 i _Y „ POST 2" MIN. SHEET METAL PAN EXIST. ROOF SURFACE 1�" 7" 1 „ N N; 3/8 FULL-HEIGHT STIFFENER WELDED PROJECT TITLE --___-- - -- -- - NEW RUBBER MEMBRANE ��- ON THREE (3) SIDES B.S. OF W21 BEAM FLASHING ____ ____ — I—T—I — — — ____________ ; 1 „? °;, f.:►'.<:"•: ', ': New York SMSA _________________ COMPATIBLE WITH EXISTING TO G• „ •Y,,, SKEWED TO BE PARALLEL WITH WALL ' ---------- ------- HSS4x4x% POST i i MATCH EXISTING (BY CONTRACTOR) '6 ;•� �. ? a, FELT STRIPPING !; .�; - 19%6"x24" GALV. STEEL BEARING ,�';t;�:,�; ,�'� : _ _ Limited Partnership TO SEAL WATERTIGHT. PLATE CENTERED ON CMU EXISTING INSULATION d/b/a VERIZON WIRELES 3/4"x6%"x10" - - ��• dri ,� " CAP PLATE i i EXIST. ROOF SURFACE `'' -5' „ 5� E�.'�� 1 MAX. H.S. NON-SHRINK GROUT TO LEVEL _ ---------------------------------- :`�� FELT SHEETS AYER OF CEMENT MORTAR - --- SITE: MATTITUCK RELO 8' �^+ SET IN BITUMEN 1000 PIKE STREET 3/a"0 A325 BOLT, `f' �. (2)-5/8"� S.S. OR GALV. THREADED RODS ® 21" O.0 EXISTING RIGID INSULATION MATTITUCK. NY 11952 TYP. FOR (4) (CENTERED ABOUT PLATE) THROUGH 13/16.0 HOLES EXISTING RIGID INSULATION a IN BEARING PLATE WITH HILTI HIT HY70 ANCHORING EXISTING METAL ROOF DECK EXISTING MEMBRANE ROOFING Y4i '� • f� i `"'"�' ADHESIVE WITH SCREEN TUBES IN 27/32"0 DRILLED DRAWING TITLE SECTION A—A i i HOLES WITH 12" MIN. EMBEDMENT IN CMU NOTE: EXISTING A .� _ .� i i FILL ALL NEW CMU CAVITIES SOLID WITH H.S. 1.) CONTRACTOR SHALL MAKE ALL ROOF PENETRATIONS WATERTIGHT EQUIPMENT PLATFORM 20K3 OWJ EXISTING SCALE: 1 1 —o DETAILS AND ROOF NON-SHRINK GROUT DOWN TO ROOF LEVEL WITH PITCH POCKETS OR OTHER APPROVED MEANS. .y. . FOR ENTIRE LENGTH OF BEAM PIER. 2.) THIS IS A SUGGESTED DETAIL. CONTRACTOR MUST VERIFY ACCESS LADDER DETAILS 3 SIDES EXISTING EXISTING 20K3 OWJ EXISTING 4" BRICK MASONRY VENEER EXISTING ROOFING SYSTEM IN FIELD AND CONSULT A ROOFING TYP. W30x99 3/8" THICK FULL HEIGHT STIFFENER " MANUFACTURER AND/OR EXPERIENCED ROOFING CONTRACTOR FOR CENTERED OVER WEB OF EXISTING COLUMN i _� EXISTING 8CMU WALL APPLICABILITY TO EXISTING ROOFING SYSTEM. CONTRACTOR SHALL BELOW AND WELDED ON THREE (3) SIDES, i MODIFY OR REPLACE THIS DETAIL AS NECESSARY TO PROVIDE A .•- - � NQS i i �L m WATERTIGHT SEAL, COMPATIBLE WITH THE EXISTING ROOFING SYSTEM, TYP. BOTH SIDES OF EXISTING W30 (IF NOTE (SECTION 21: Orr= REPAIR AND FLASH AROUND NEW AROUND ROOF PENETRATIONS. REMOVE ANY PAINT, ETC. ON THERE IS NO EXISTING STIFFENER PRESENT SEAL'".�`- ,, ` dY \\ SCALE PROJECT N0. THIS SEC110N IS APPLICABLE AT TWO i i �,��>�¢�il,r<R•� ®. EXISTING STEEL MECHANICALLY , i BEAM TO MAKE WATERTIGHT. ' AS NOTED VER0798 CENTERED OVER COLUMN BELOW) (2) LOCATIONS TOTAL. SEE FRAMING ' WITHIN AREAS OF WELDING. CONTRACTOR SHALL BE 3. ALL ROOFING WORK SHALL BE PERFORMED BY THE BUILDING ` PLAN ON SHEET S-3 FOR LOCATIONS. RESPONSIBLE FOR WATERTIGHT OWNER'S APPROVED ROOFING CONTRACTOR SO AS NOT TO VOID ANY ' x= r'`7 �i � DRAWN BY DRAWING NO. � EXISTING STEEL BUILDING COLUMN INSTALLA11ON OF BEAM POCKET. 1. ui1!'" GS EXISTING ROOF WARRANTIES. In 1� �, i CHECKED BY 2 M POCKET •SECTION �'�' % 0 �`�3 ��� JHF � 1 NEW POST SECTION TYPICAL BE YPICAL PITCH POCKET DETAIL4 S-3 SCALE: 1" = 1'-0" S-3 SCALE: 1" = 1'-0" (DI SCALE: NONE "'� �� DATE �y_ ��+ M'11U 7/15/14 S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX: 203.775.5670 TOP OF WHIP ANTENNAS (BY OTHERS) ELEV. 132'-6"± AGL M/E/P ENGINEER: WHIP ANTENNA OF OTHERS (SHOWN SCHEMATICALLY), TYP. (PROPOSED BY OTHERS UNDER SEPARATE APPLICATION) CB BREEN ASSOCIATES, P.C. 46 RIVERSIDE AVENUE TEL 203-866-1471 TOP OF TELECOMMUNICATION UNIPOLE (BY OTHERS) ELEV. 120.0'± AGL WESTPORT, CT 06880 ELEV. 120'-0"± AGL CENTERLINE OF VERIZON WIRELESS' CONCEALMENT-CYLINDER AND PANEL ANTENNAS _ _ _ VERIZON WIRELESS' 10' 0 f AG ELEV. 115'- L CONCEALMENT CYLINDER CLIENT: r ELEV. 110.0'± AGL NEW VERIZON WIRELESS PANEL ANTENNA MOUNTED ^fi^ HIM WITHIN 10' HIGH FIBERGLASS CONCEALMENT CYLINDER ii �ii -� C3 (ONE (1) TIER OF THREE (3) PANEL ANTENNAS TOTAL). REFER TO ANTENNA ORIENTATION PLAN ON m M m SHEET S-1 AND THE UNIPOLE DRAWINGS BY OTHERS 1 "' D N ,,, M FOR MOUNTING DETAILS AND ADDITIONAL INFORMATION. illM o - z Z _V C)n n o UCE�Zwireless H- s O N FUTURE PANEL ANTENNAS (OF OTHERS) " H- �' Cu n) WITHIN FIBERGLASS CONCEALMENT !ITT \000�. MIM 4 CENTEROCK ROAD CYLINDER, TYP. (SHOWN SCHEMATICALLY) WEST NYACK� NEW YORK 10994 n rtrf� III III U{u NEW VERIZON WIRELESS (12)-rO ANTENNA CABLES ROUTED INSIDE UNIPOLE UP TO ELEVATION OF ANTENNAS. SUPPORT ANTENNA CABLES FROM i WITHIN UNIPOLE WITH TYPICAL HOISTING GRIPS (PER DETAIL ON SHEET S-1) AS REQUIRED. i i EXISTING WOODEN UNIPOLE (NOT SHOWN FOR CLARITY) TO BE REMOVED AND REPLACED WITH j NEW 120-FOOT TELECOMMUNICATION UNIPOLE (BY OTHERS UNDER SEPARATE APPLICATION) i i NEW SCREENING ENCLOSURE WITH EQUIPMENT CABINETS AND PLATFORM WITHIN (GENERATOR BEHIND) i 7 GENERAL REVISIONS 7/17/15 NEW GPS ANTENNA, TYP. FOR (4). PAINT GPS ANTENNAS AND MOUNTS WITH RF-TRANSPARENT TOP OF EXISTING CUPOLA PAINT TO MATCH EXISTING BUILDING FACADE. i ELEV. 53'-4"± AGL 6 UPDATED 6/30/15 i TOP OF NEW GPS ANTENNAS 5 ISSUED FOR BUILDING PERMIT 4/15/15 ELEV. 33'-2"± AGL REFERENCE: 4 REVISED PER COMMENTS 11/20/14 TOP OF NEW SCREENING ENCLOSURE i TOP OF EXISTING ROOF RIDGE EXISTING FEATURES SHOWN ON THIS SOUTH BUILDING ELEVATION ELEV. 31'-2"± AGL FW+ � ELEV. 44'-l"± AGL WERE TAKEN FROM LIMITED FIELD MEASUREMENTS TAKEN ON APRIL 3 GENERAL REVISIONS 9/24/14 i 18TH, 2013 AND FROM A DRAWING OF THE BUILDING ENTITLED j "PARTIAL REAR ELEVATION & WEST SIDE ELEVATION" (SHEET A-6) 2 ISSUED FOR CONSTRUCTION 8/4/14 TOP OF YAGI ANTENNA (BY OTHERS) i PREPARED BY FRANK G. RELF, A.I.A. ARCHITECT; 520 ELEV. 25'-0"± AGL i BROADHOLLOW ROAD, MELVILLE, NY 11747 DATED AUGUST 28TH, TOP OF EXISTING PARAPET S 1995 (RELF PROJECT# 95031E FOR ADDITIONS AND ALTERATION 1 ISSUED FOR REVIEW 7/21/14 ELEV. 22'-3"± AGL 11.. ., .........:........:......._.......L......:.........L........ 1....:.....L......:.......,...... . . 1.:... .. . : __�.L--. _ �..� r ...., _:...._....._:....:..._r...........,._:.....:.....:......., ,......., . ......................a....-........,..............:.......:........ ,...., — 7. = -- S r r t TT ...... T.. ....:.......:. ;. .. .. : r.T FFH No use reproduction or disseminatio [...` n may be made of this drawing r ;..,.i..,...[_.... ;. ® :l and the concepts set forth without the prior written consent of a.. . I a.__. r.. t a......._........i..... 1 — Structural ConsultingServices, P.C. Copyright(9)2015 ..._i.. ......._..:........_:....;. : . . 1.... L.i_. a..:...._ :. J .. ..:.... � 1......� f a a...,.. . ,... .. PROJECT TITLE --- r. _... T ..... ...,... _T_._.....__..C. ' - - J . r.. 1. _ r ,. . . 7. .......T....,.. .... - r : New York SMSA .,.. .. -r L _r_ invited Partnership — i— - --.. a.........,.. , : -,_, . -- i a VERIZON WIRELESS _ o a.. . _1 TT T T: - : ; - SITE: MATTITUCK REL o [ _ O ._ _1 — �_ T , .............. 1 L._..............L............ o _ . .. ._ ...,.......x......._......i...,.....[.............. . ......._.,....... L......_I_.....L....._..._...-..!...... 1....:...=-. 1000 PIKE STREET r — r C`. 1. T DE LEVEL T _ :.. 11952 EXISTING GRA CK, ; T- MATTIT U NY a. ....:....-...... ...i:. ......A...... - , - D ELEV. 0'-0" AGL ; , I . . . : :.: :.......:.. : ..,. . ; ( , : . . , t., - i._. . ,..,_....,.,., ...... t..t . 1...,. I. .:.; I., :.. .. .:.. ._�.::,...:::r....r:..... ' 8'± (NGVD 29) //\/�/�\ ,\/\/\/\/�\ \ I I T DRAWING TITLE j\ \\ \\ \\\/l\ \\ \\ \\ (4)-ELECTRIC FRAME (BY OTHERS).DISCONNECTS ECTRICAL DRAWINGS FOR FURTHER INFORMATION. SOUTH BUILDING ELEVATION NEW GAS PIPE ROUTED ALONG OUTSIDE FACE OF BUILDING AND PAINTED TO MATCH EXISTING BUILDING FACADE, TYP. SEE PLUMBING DRAWINGS FOR FURTHER DETAILS. �sr SCALE PROJECT NO. SOUTH BUILDING ELEVATION SEA�L � C3 �,(\\ 1 SCALE: 1/8" = 1'-O" r � \ AS NOTED VER0798 ElEl DRAWN BY DRAWING NO. GS LU u•' I CHECKED BY JHF DATE Sm5 7/15/14 S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX: 203.775.5670 PLUMBING SPECIFICATIONS M E P ENGINEER: A. GENERAL: B. SPECIAL CONDITIONS CB BREEN ASSOCIATES, P.C. 1. THE CONTRACTOR SHALL PROVIDE AND INSTALL A 1 suesTlTurloNs SYMBOL COMPLETE AND OPERATING SYSTEM INCLUDING ALL A. DUE TO THE NATURE OF THIS SYSTEM AND OTHER SIMILAR SYSTEMS IN USE BY LABOR, MATERIALS AND EQUIPMENT NECESSARY AS INDICATED THE OWNER, THE CONTRACTOR SHALL PROVIDE THE SYSTEMS AS SPECIFIED. 46 RIVERSIDE AVENUE TEL 203-866-1471 ON DRAWINGS AND AS DESCRIBED IN THESE SPECIFICATIONS. SUBSTiTU11ONS SHALL NOT BE CONSIDERED AT THIS TIME UNLESS DIRECTED BY OWNER. -I��- PLUG VALVE WESTPORT, CT 06880 2. THE CONTRACTOR SHALL PERFORM ALL CUTTING, 2 SCHEDULING -III- UNION DEMOLISHING, REMOVAL, DISPOSAL, PATCHING, SEALING, RESTORATION, AND ALL ELSE REQUIRED TO COMPLETE THE A. ALL WORK WITHIN LIVE ELECTRIAL PANELS SHALL OCCUR DURING t-- PIPE DROP HOURS ACCEPTABLE TO THE BUILDING OWNER B. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ANY SYSTEM PIPE RISE MECHANICAL INSTALLATION. CLIENT: 3. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE SHUT-DOWNS WITH OWNER, AND AFFECTED TENANTS. ALL SHUT-DOWNS PUSH BUTTON SWITCH TO BE PERFORMED AFTER HOURS. THERE SHALL BE NO EXTRA COST SUBMITTED BY THIS C MDQ LOCAL BUILDW CONTRACTOR FOR WORK PERFORMED AFTER HOURS. AFTER HOURS WORK SHALL HAVING JURISDICTION. BE INCLUDED IN THE BASE BID. 4. THIS CONTRACTOR SHALL PAY ALL FEES AND TAXES, OBTAIN C. ATTEND WEEKLY MEETING, ISSUE MINUTES OF THE MEETING WITH THE ALL PERMITS AND APPROVALS, FILE THE REQUIRED DOCUMENTS APPROPRIATE ACTION ITEMS AND DATES. AND CAUSE ALL INSPECTIONS. D. INTERFACE WITH OWNER AND ALL OF THEIR CONTRACTORS, VENDORS AND E&A FIRMS. \000� 5. SHOP DRAWINGS OF THE FOLLOWING SHALL BE SUBMITTED E. KEEP OUR MANAGER OR SITE TECHNICIAN INFORMED OF ALL PLANNED ACTIVITIES, BEFORE THE DATE, GAS PIPING GENERAL NOTES TO THE OWNER'S PROJECT REPRESENTATIVE FOR APPROVAL PREFERABLY 5 DAYS AT THE VERY LEAST. UMMVZ�'oN, wireless PRIOR TO INSTALLATION: F. TWO DAYS ADVANCE NOTIFICATION OF ALL DELIVERIES TO THE SITE, SEVEN (7) DAYS ADVANCE 1. GAS PIPING HAS BEEN DESIGNED AND SHALL BE INSTALLED NOTIFICATION OF SHUT DOWNS. IN ACCORDANCE WITH THE NEW YORK STATE CONSTRUCTION CODE A. LAYOUT OF ALL EQUIPMENT. AND IN ACCORDANCE TO NFPA 54. B. DIMENSIONED AND DETAILED PIPING LAYOUT. G. ATTEND A PRE-CONSTRUCTION MEETING TO BE HELD AT THE IS 4 CENTEROCK ROAD C. MANUFACTURER'S SPECIFICATIONS OF ALL JOB SITE OR IN THE AREA WHERE THE INSTALLATION WILL TAKE PLACE. 2 ISIZING ASEE NYS FUEL GAPE SCODE. A MAXIMUM P PCE.4 IN THE WEST NYACK NEW YORK 10994 EQUIPMENT SPECIFIED. LENGTH OF 200 FT. HAS BEEN USED FOR THIS DESIGN. D. DETAILED CONTROL WIRING DIAGRAMS 3 WORK PREP 3. GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE A. PRIOR TO THE START OF THE PROJECT, ALL WORKERS WILL BE BRIEFED ON THESE SAFETY WITH MALLEABLE IRON FITTINGS. WHERE GAS PIPING CONNECTS 6. ALL PIPE HANGERS SHALL BE ATTACHED TO THE BUILDING STRUCTURE. REQUIREMENTS AND PROVIDED WITH A REVIEW OF THE METHOD OF PROCEDURE. TO EQUIPMENT, IT SHALL BE PROVIDED WITH A DRIP LEG PROVIDE TRAPEZE SUPPORTS AS REQUIRED. THE FULL SIZE OF THE SUPPLY PIPE, A 100% SHUT-OFF GAS B. INSURE AVAILABILITY AND ACCESSIBILITY OF ON-SITE FiRE EXTINGUISHERS, SAFETY EQUIPMENT BOARDS COCK AND A UNION. ALL OUTSIDE GAS PIPING SHALL BE AND FIRST AID STATIONS. GALVANIZED STEEL PIPE. 7. AS-BUILT DOCUMENTS - C. ALL CONNECTIONS, TESTS MEASUREMENTS AND ADJUSTMENTS SHALL BE DIRECTLY WITNESSED BY A DRAWINGS SHOWING ALL PIPING, CONTROLS AND OWNER APPROVED PROJECT SUPERVISOR. 4. GAS PIPING HANGERS AND SUPPORTS SHALL CONFORM TO THE EQUIPMENT SHALL BE SUBMITTED TO THE ENGINEER AT THE REQUIREMENTS OF "STANDARD PRACTICE FOR PIPE HANGERS COMPLETION OF THE WORK IN AUTOCAD 2000 FORMAT. AND SUPPORTS- MATERIALS, DESIGN AND MANUFACTURE: 4 START UP OF SYSTEMS ANSI/MSS SP-58. ALL PIPE SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE IN A NEAT AND WORKMANLIKE MANNER . 8. THE DIGGING OF HANGERS, CHOPPING, CORE DRILLING, A. PRIOR TO START-UP OF THE SYSTEMS, THE CONTRACTOR SHALL CHECK ALL WORK IN OTHER TENANT SPACES OR OCCUPIED AREAS, WORK COMPONENTS AND DEVICES, LUBRICATE ITEMS ACCORDINGLY, AND TIGHTEN ALL CONNECTIONS. 5. COMBUSTION AIR AND VENTILATION REQUIREMENTS SHALL BE CREATING FUMES ETC. OR WORK DEEMED BY THE OWNER TO BEA AFTER ALL SYSTEMS HAVE BEEN INSPECTED AND ADJUSTED, CONFIRM ALL OPERATING NATIONAL OVIDED IN ACCORDANCE CC MECHANICAL TO NFPA 54- SEC 5.3 AND THE BOCA FEATURES REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND MAKE FINAL NUISANCE TO OTHER TENANTS SHALL BE DONE AFTER WORKING ADJUSTMENTS AS NECESSARY. 6. GAS SUPPLY PRESSURE = 5 INCHES WATER GAUGE (0.18 PSIG). HOURS AT NO ADDITIONAL COST. B. FACTORY REP TO BE ONSITE TO COMMISSION SYSTEM. VERIFY WITH LOCAL GAS UTILITY IN THE FIELD PRIOR TO INSTALLATION. 9. ALL PENETRATIONS THROUGH FIRE RATED PARTITIONS AND 7. PORTIONS OF A GAS PIPING SYSTEM INSTALLED IN CONCEALED FLOORS SHALL BE FIRE STOPPED WITH 3M FIRESTOPPING 5 OPERATION AND MAINTENANCE INSTRUCTIONS LOCATIONS SHALL NOT HAVE UNIONS, TUBE FITTINGS RUNNING THREADS. NO GAS VALVES SHALL BE INSTALLED IN MATERIAL. PROVIDE PIPE SLEEVES FOR ALL PENETRATIONS, SEALED WITH AN APPROVED FlRESTOP. A. SUBMIT TO THE ENGINEER THREE COPIES EACH OF MATERIAL FOR MAINTENANCE AND ABOVE CEILINGLOCATIONS. OPERATION INSTRUCTION MANUALS, APPROPRIATELY BOUND INTO MANUAL FORM 10. THIS CONTRACTOR TO FURNISH A ONE YEAR GUARANTEE ON INCLUDING APPROVED COPIES OF MANUFACTURERS CATALOG SHEETS, WIRING 8. ALL GAS VENTS FROM PRESSURE RELIEF OR PRESSURE DIAGRAMS, MAINTENANCE INSTRUCTIONS, OPERATING INSTRUCTIONS, AND PARTS LISTS; LIMITING DEVICES SHALL BE PIPED THE FULL OUTLET SIZE AND PARTS AND LABOR ON INSTALLATION FROM THE DATE OF OWNER REVISED IF NECESSARY TO SHOW SYSTEM AND EQUIPMENT AS ACTUALLY INSTALLED. SHALL BE FITTED WITH AN AGA APPROVED FITTING WITH INSECT ACCEPTANCE AND A FIVE YEAR COMPRESSOR WARRANTY WHERE CONTRACTOR SHALL ALSO PROVIDE ADEQUATE VERBAL INSTRUCTIONS OF SYSTEM OPERATION SCREEN. PROVIDE CAULKING OR PROPER FLASHING AT VENTS. AND RE-START TO OWNER'S REPRESENTATIVE AT THE TERMINATION OF THE WORK. AVAILABLE. 9. BRANCH OUTLET PIPES SHALL BE TAKEN FROM THE TOP OR B. DOCUMENTATION/TRAINING - CONTRACTOR SHALL FURNISH A COMPLETE SET OF MANUALS 3-RING SIDES OF THE HORIZONTAL LINES AND NOT THE BOTTOM. 11. CONTRACTOR TO FURNISH ALL NECESSARY CONTROLS, BINDER (3 COPIES) OF DRAWINGS AND A DETAILED DESCRIPTION OF THE OPERATION OF THE PLANT. STARTERS, PUMPS, MOTORS, PANELS AND RELAYS, ETC. FOR A THE WRITING SHALL BE IN THE FORMAT SO THAT A FIELD PERSON CAN UNDERSTAND AND RELATE TO 10. USE DIELECTRIC UNIONS WHERE DISSIMILAR METALS ARE JOINED EACH SEPARATE DEVICE, INDICATING LIGHTS, METERS, CIRCUIT BREAKERS ETC. THIS SHOULD BE A FULLY FUNCTIONING SYSTEM. FUNCTIONAL WRITE-UP NOT AN ENGINEERING DOCUMENT. TRAINING SHALL INCLUDE A COMPLETE TOGETHER. WALK-THRU IDENTIFYING EACH AND EVERY COMPONENT, INSTRUCT ON HOW TO IDENTIFY PROPER OPERATING 12. PROVIDE BAKOLITE LABELS TO IDENTIFY ALL NEW EQUIPMENT. CONDITIONS, AND PERFORM A VISUAL INSPECTION ON WHAT TO LOOK FOR TO PREVENT PROBLEMS. * TESTING: INSPECT, TEST AND PURGE THE GAS PIPING SYSTEM IN DO NOT INCLUDE TROUBLESHOOTING. TRAIN THE PERSONNEL ON OPERATION OF THE FUEL SYSTEM AND ACCORDANCE TO NFPA 54 - PART 4 AND ALL LOCAL REQUIRE- THE GENERATOR UNDER VARYING CONDITIONS. MENTS. MINIMUM REQUIREMENTS SHALL BE 5 PSIG FOR A PERIOD 13. ALL REQUIRED SHUTDOWNS OF BASE BUILDING SYSTEMS FOR OF2HOURS. CONNECTION OF TENANT SYSTEMS MUST BE PRIOR APPROVED AND C. MATERIALS COORDINATED WITH THE BUILDING MANAGER. THIS CONTRACTOR SHALL ASSUME ALL FEES REQUIRED BY THE OWNER TO ARRANGE AND 1 PIPING AND ACCESSORIES SUPERVISE THE SHUTDOWNS. 14. THE CONTRACTOR SHALL VISIT THE SITES OF WORK AND BECOME THOROUGHLY FAMILIAR WITH ALL A. GAS PIPING AND SPECIALTIES CONDITIONS AND LIMITATIONS. 15. VERIFY ALL CONDITIONS, ALL NEW DUCTWORK, PIPING AND EQUIPMENT TO BE COORDINATED WITH 1. PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE EXISTING DUCTWORK, PIPING AND EXISTING CONDITIONS. ASHRAE GUIDE AND GENERALLY ACCEPTED INDUSTRY STANDARDS. 16. ALL EXISTING EQUIPMENT, PIPING AND CONDITIONS AS INDICATED ARE APPROXIMATE AND EXACT CONDITIONS MUST BE VERIFIED 'IN FIELD. 2. ALL PIPING TO BE SUPPORTED FROM THE BUILDING STRUCTURE WITH GRINNELL HANGERS. 17. ALL WORK SHALL CONFORM TO BASE BUILDING STANDARDS. 3. ALL PIPING SCHEDULED TO BE REMOVED OUTSIDE OF THE DESIGNED 18. THE CONTRACTOR TO COORDINATE WITH THE BASE BUILDING MANAGEMENT AS TO THE PREMISES IS TO BE ARRANGED FOR IN ADVANCE WITH THE LANDLORD. DELIVERY OF EQUIPMENT AND SCHEDULING OF WORK AS NOT TO INTERFERE WITH THE OPERATION TENANT CONTRACTOR IS RESPONSIBLE TO RESTORE ALL DAMAGE AND OF THE OCCUPIED FACILITIES. ALL SHUTDOWNS OF THE EXISTING BUILDING SYSTEMS FINISHES IN OTHER TENANT SPACES AND CLEANUP. PIPING MUST BE Ti OR WORK OUTSIDE OF THE DEMISING AREA SHALL BE STRICTLY COORDINATED WITH THE BUILDING PLASTIC WITH TENANT NAME AND SERVICE. THIS CAN BE VIA POR ENGRAVED TAGS. MANAGEMENT PRIOR TO BIDDING. 3 ISSUED FOR BUILDING PERMIT 4/15/15 19. ALL POWER AND LINE VOLTAGE WIRING TO BE DONE BY ELECTRICAL CONTRACTOR 4. ALL NEW PIPING SHALL BE LABELED AND IDENTIFIED USING PIPE MARKING BASED UPON DIAGRAMS FURNISHED BY MECHANICAL CONTRACTOR. SYSTEMS AS MANUFACTURED BY BRADY, OR APPROVED EQUAL AND SHALL MEET THE REQUIREMENTS OF ANSI A13.1-1981 STANDARD. YELLOW BAND WITH 2 ISSUED FOR CONSTRUCTION 8/4/14 BLACK MARKING 20 MATERIAL AND WORKMANSHIP ALL MATERIAL AND APPARATUS SHALL BE NEW AND IN FIRST CLASS CONDITION. ALL 5. PROVIDE 1 1/2" DIAMETER SOLID BRASS VALVE TAGS WITH 1/4" CHARACTERS. MATERIAL AND APPARATUS SHALL HAVE MARKINGS OR A NAMEPLATE IDENTIFYING THE TAGS SHALL BE AS MANUFACTURED BY HANSON COMPANY OR APPROVED 1 ISSUED FOR REVIEW 7/21/14 MANUFACTURER AND PROVIDING SUFFICIENT REFERENCE TO ESTABLISH QUALITY, SIZE EQUAL AND SHALL MEET THE REQUIREMENTS OF A13.1-1981-3.4. AND CAPACITY. ALL WORKMANSHIP SHALL BE OF THE FINEST POSSIBLE BY EXPERIENCED MECHANICS OF THE PROPER TRADE. IN GENERAL, ALL MATERIALS AND EQUIPMENT 6. NEW EXTERIOR AND EXPOSED INTERIOR GAS PIPING TO BE PAINTED WITH TWO COATS O. R REVI ION DATE SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND OF OIL-BASED ENAMEL, COLOR AS DIRECTED BY OWNER. RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTABLE. ALL HOISTS, SCAFFOLDS, STAGING, RUNWAYS, TOOLS, MACHINERY AND EQUIPMENT REQUIRED FOR THE 0 use, reproduction or dissemination may be made of this drawing and the concepts set forth without the prior written consent of PERFORMANCE OF THE WORK SHALL BE FURNISHED BY THIS CONTRACTOR. 7 NATURAL GAS PIPING AND FITTINGS MATERIAL AND EQUIPMENT SHAILL BE STORED AND MAINTAINED IN CLEAN CONDITION, AND PROTECTED FROM WEATHER, MOISTURE, AND PHYSICAL DAMAGE. A. INTERIOR GAS PIPING SHALL BE StructuralConsulting Services, F.C. Copyright(g)2015 SCH. 40 BLACK CARBON STEEL, ASTM A53 OR 836.10 PROJECT TITLE 21 . INSPECTION OF SITE THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK 1. FITTINGS: ASTM MALLEABLE IRON, OR ASTM DURING THE BID WALK-THRU ORAS OTHERWISE ARRANGED WITH LOCAL STAFF AND A234/A234M, WROUUGHGH T CARBON STEEL AND ALLOY STEEL New York SMSA BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE WELDING TYPE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO 2. JOINTS: NFPA 54, THREADED OR WELDED TO ANSI B31 REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. Limited Partnership B. PLUG VALVES: WALWORTH MODEL 1796, CLASS 150 22 CLEANING CAST IRON BODY AND PLUG, FLANGED ENDS a WIRELESS SITE: MATTITUCK RELO DIRT AND REFUSE RESULTING FROM THE PERFORMANCE OF THE WORK SHALL BE C. EXTERIOR EXPOSED GAS PIPING SHALL BE HOT-DIPPED GALVANIZED PIPE. REMOVED FROM THE PREMISES DAILY TO PREVENT ACCUMULATION. THE INSTALL DIELECTRIC FITTINGS BETWEEN CHANGES IN MATERIALS. CONTRACTOR SHALL COOPERATE IN MAINTAINING REASONABLY CLEAN PREMISES AT ALL 1 0 PIKE STREET TIMES. IMMEDIATELY PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL MAKE A D. EXTERIOR BURIED GAS PIPING SHALL BE SCHEDULE 40, COATED PER CON MATTITUCK, NY 11952 FINAL CLEANUP OF DIRT AND REFUSE RESULTING FROM HIS WORK. THE CONTRACTOR EDISON SPECIFICATION G-8062, AND JOINTS COATED PER SPEC G-8209. SHALL CLEAN ALL MATERIAL AND EQUIPMENT INSTALLED UNDER THE ELECTRICAL PIPING SHALL BE BURIED BETWEEN 24 AND 36" WITH "WARNING-BURIED CONTRACT. DIRT, DUST, PLASTER, STAINS AND FOREIGN MATTER SHALL BE REMOVED GAS LINES BELOW" TAPE 12" ABOVE PIPE. BACKFILL SHALL BE IN FROM ALL SURFACES. DAMAGED FINISHES SHALL BE TOUCHED UP AND RESTORED TO ACCORDANCE WITH CON ED SPEC EO-1181. DRAWING TITLE ' THEIR ORIGINAL CONDITION. ALL STEEL UNDERGROUND PIPE TO HAVE ELECTRICAL BONDING ACROSS ALL 23 DIMENSIONS AND LAYOUTS COMPRESSION COUPLINGS AND FITTINGS PER CON ED SPECIFICATIONS EO-4718 AND EO-4134. MAGNESEUM ANODES SHALL BE ATTACHED TO THE DRAWINGS ARE SCHEMATIC IN NATURE, BUT SHOW THE VARIOUS COMPONENTS OF THE STEEL PIPE USING THE THERMIT WELD PROCESS PER CON EDISON PLUMBING THE SYSTEMS APPROXIMATELY TO SCALE AND ATTEMPT TO INDICATE HOW THEY ARE TO DRAWING EO-14134. ONE ANODE FOR EACH 100 FT OR LESS. BE INTEGRATED WITH OTHER PARTS OF THE BUILDING. FIGURED DIMENSIONS SHALL BE SPECIFICATIONS TAKEN IN PREFERENCE TO SCALE DIMENSIONS. DETERMINE EXACT LOCATIONS BY JOB GAS PIPING ENTERING THE BUILDING SHALL BE INSTALLED THROUGH WALL MEASUREMENTS, BY CHECKING THE REQUIREMENTS OF OTHER TRADES, AND BY SLEEVES IN ACCORDANCE WITH CON EDISON EO-16629 OR EO-4890. REVIEWING ALL CONTRACT DOCUMENTS. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION. SEAL `� SCALE PROJECT NO. 0 , - P��.. AS NOTED VER0798 DRAWN BY DRAWING NO. f , CiBB CHECKED BY CBB - 10 10A , DATE 7/16/14 S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,SUITE A$,BROOKFIELD,CT 06804 TEL: 203.740.7578 FAX: 203.775.5670 M/E/P ENGINEER: --......................... -- I CB BREEN ASSOCIATES, P.C. ------- T , 46 RIVERSIDE AVENUE TEL 203-866-1471 MEN'S WESTPORT, CT 06880 RA D111 RL7DM REOM WOMEN'S RDUM ---- -- CLIENT: --- —_--= TL7ILET EL EC, , S TDRAGE i r EXISTING GAS (METER, TYP. wireless l WEST NYACK, NEW YORKD10994 GENE_RA T17R \000�. RIJ11M TRAINING ROOM o EXISTING CONCRETE APRON ti NEW GAS METER Cl E� CONNECT NEW 2" GAS PIPING TO EXISTING MAIN .. AHEAD OF EXISTING METERS. _ CONTINUED ON [— GROUND FLOOR U` PLUMBING PLAN GAS PIPE SUPPORTED OFF ROOF ON NEW GAS PIPING RUNNING ALONG NON-PENETRATING ROOF SUPPORTS t BUILDING FACE BETWEEN 1ST AND 2ND n/ FLOOR WINDOWS AND PAINTED TO MATCH BUILDING FACADE. CONTINUED ON vo__�D- S ROOF PLANTRRAGE STL7RAGE CHIEF'S NEFICE 50 KW GAS GENERATOR WITH ..._._..... SOUND ENCLOSURE AND VIRRATION Li -- ---- -- ISOLATION R CS K T. F\_________________ _ ----------------- ffi I � i r - - ---- - GAS PIPE UP INTO BOTTOM OF GENERATOR ENCLOSURE. - - -_ 4 GENERAL REVISIONS 7/17/15 ------------------�, F\---------------- ---- - - --- -- - ❑ 3 ISSUED FOR BUILDING PERMIT 4/15/15 APPARATUS BAY I u r I , , , __.....__... __.._._ 2 ISSUED FOR CONSTRUCTION 8/4/14 1 ISSUED FOR REVIEW 7/21/14 � � I E X I S T I U O No. ISSUE OR REVISION DATE MAINNo use, reproduction or dissemination may be made of this drawing and the concepts set forth without the prior written consent of [� Structural ConsultingServices, P.C. Co I ht©2015 I � r I PROJECT TITLE REFFNew York SMSA Limited Partnership I, ,I I/ •i /a VERIZON WIRELESS SITE: MATTITUCK RELO TN 1000 PIKE STREET MATTITUCK, NY 11952 MN DRAWING TITLE PLUMBING GROUND FLOOR & ROOF PLANS GRAPHIC SCALEGRAPHIC SCALE 8'-0' 0 4'-0' 8'-0' 16'-0' 0 4'-0' SEALS .\ SCALE PROJECT NO. U7773 1177� ;fit, .®° ' `. AS NOTED VER0798 f DRAWN BY DRAWING NO. GROUND FLOOR PLUMBING PLAN 2 MAIN GARAGE ROOF PLUMBING PLAN SCALE: CBB CHECKED BY �- CBB P- 2 , 0 DATE 7/16/14 S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX: 203.775.5670 STEEL CONDUIT PIPE CLAMP OR PIPE PIPING/CONDUITS W/ GALVANIZED CLAMPS AND FASTENERS M/E/P ENGINEER: 3M FIRE BARRIER SEE ROOF PLAN FOR QUANTITY FLOOR CLAMP P 25WB+ CAULK 4'X4" GALVANIZED TUBE SLEEPER 0 6'-0" O.C. o o LENTH AS REQUIRED FOR QUANTITY. CB BREEN ASSOCIATES, P.C. D n v CAREY TREAD BY CELOTEX SET IN ROOF CEMENT. CLEAN EXISTING ROOFING SURFACE PRIOR TO INSTALLATION. 46 RIVERSIDE AVENUE TEL 203-866-1471 r WESTPORT, CT 06880 „ EXISTING ROOF p o' v PIPING f CONDUIT SUPPORT DETAIL CLIENT: , N.T.S. MINERAL WOOL PACKING CONCRETE FLO❑ •.• • r • •• OR WALL . .•. . . . ... . . • � .•. ••. .•. . . UL SYSTEM NUMBER " ' \0000�. F—A-1011 '., �� B.S.A. # 469-74—SM 17 P 1000 GALVANIZED UNISTRUT CHANNEL EXPANSION BOLT ... SPACED AS PER CODE REQUIREMENTS. GENERATOR: KOHLER - '"./ wireless COAT BACK WITH BITUMINUS PAINT. POWER SYSTEMS MODEL 1 OR ALLOASSEMBLY 3M FIRE BARRIER CP-25WB+ W%1UR RATED '" M EDME TLIORGA PROIVED EQUAL..R VERIZON WIRELESS,LIED BY 4 CENTEROCK ROAD MAX, 1/' ANNULAR OPENING. USE GALVANIZED WASHERS IF REQUIRED. THREADED ROD INSTALLED BY WEST NYACK, NEW YORK 10994 COMPLETELY FILL SPACE BETWEEN CONTRACTOR. PIPE AND SHEETR❑CK WITH BEAD AROUND PERIMETER EGRESS UNISTRUT P2000 SERIES CONTRACTOR SHALL GALVANIZED PIPE CLAMP OBTAIN FULL SPECIFICATIONS FROM VERIZON WIRELESS PRIOR TO BID. PIPE CONTRACTOR SHALL CONTACT KOHLER REPRESENTATIVES FOR START—UP SERVICES: VERTICAL PIPE SUPPORT DETAIL LYNN GREEN (920) CLEVIS HANGER 698-1355. N.T.S. W/ SADDLE STEEL CONDUIT OR LUBRICATED PIPE PIPE HANGING DETAIL PLUG VALVE N.T.S. NEW 50 KW UL SYSTEM W—L-1001 GENERATOR �J EIREST❑P DETAILS 744 MBTU - u CONSULT UNDERWRITERS LABORATORIES 'FIRE RESISTANCE DIRECTORY' FOR DETAILS MAIN ROOF LEVEL 2" GAS UP EXTERIOR WALL 8 7 f 5 4 3 2 € StIGGESTED BATTERY S1tGGESTED BLOCK HEATER !!CATER C1IARGCRntlt�tlIT Ls CAT€ata 6ATTF.RY RACK LOCAT°tON--TCONF'UIT COCATICti COPTIOAAL€ 1 t{}P1€C)FeRLI SUGGESTED tflCAT1OtI FOR FUEL IN INTNPTE(MALFIruet LINE; CONDUIT ENTRY APEA FOR GENERATOR ¢ec THIRD FLOOR LEVEL LOAOAC? LEADS R6CaTTO"d ENTRY) CIRCUIT BREAKER OPTION. REMOTE r CONNECTION 10 TRANSiF4 SWITCH � / �� D �[ AND REMOTE ANNUNCIATOR. 7 F3 o] tmDFL ALiERNA7b3R YvEiGNT tWET1 r 50160 —_41'7 Ei k..._.. ._._._8...... T'1 2.._f.[s 5..3..-- " 501600 4PIOX 869 Kis tr91', LbSI ^� C; �� 50160 4PSX145X 8831 iKG €1831 L651 �0 ..4i3�6x 813 KG F17 22 L6S3 6G 1 4010X( 1 869 0 11917 LBS 1 IR Tre _L4 y ? i ,• F _ _ SECOND FLOOR LEVEL 7 €3CT �o� 11" DT •�� 4 GENERAL REVISIONS 7/17/15 _....1.p_5...t.2.1..$.I...._...._.._. — �>~.. CONNECT TO EXISTING 6M EXTERIOR GAS SERVICE 319 L AF x��r�7ez,a LSX___ PIPING 3 ISSUED FOR BUILDING PERMIT 4/15/15 22118.73 4PIDX,4010t,4P8K,408X tb_i.5 1, d°5 .t4P7,D.K,�4,E;7t1K _. 595_€.23. k.? 40 19.41 4FI0X,4�rtt(,4?89.4L�X 3 q m l0 ._ja€.41 z9s F 11.71 RAbLA10 GPENt1;G 2» 2 ISSUED FOR CONSTRUCTION 8/4/14 €"ACL OF CONFROLLER _------_--_-_-._--_--it 4 --..... 1 ISSUED FOR REVIEW 7/21/14 Na ISSUE OR REVISION DATE • Jas NEW 2" WALWORTH No use, reproduction or dissemination may be made of this drawing EXIST. NEWM� m NATIONAL NATIONAL PLUG VALVE and the concepts set forth without the prior written consent of 13 �; a, DELIVERY GAS SERVICE GRID GRID Structural ConsultingServices, P.C. Co i ht©2015 _...__..._._. .-__-_...__.__ w �; i PRESSURE 7" W.C. _ (0.25 PSIG) METER METER PROJECT TITLE y FUEL €tdC£T - ;, • 1` t';PT (VALE) -- New York SMSA s !NAT, GAS uR • o " • ` " LP cAs. PROVIDE SIGNAGE TO Limited Partnershi INDICATE GAS p �LL 4 0L J •' o a NOTES SHUT—OFF VALVE FOR d/b/a VERIZON WIRELESS —t ROOFTOP GENERATOR. '• I 16C CERTIFICATION IS ry ICAO E SITE: MATTITUCK RELO 4 X 17. t0.691 11 („ .� _[.' . °' INSTALLATIQq INSTPOCiio �Y rC1R 1000 PIKE STREET atOtJN�INfr lIOLIrS 178 1 i 9? 1555 161.27 305 €12.03 .;�5s 113.93 Sae 120.51 a. E>IN+r>1sloNs INF1 ARE: Et:wL1sH MATTITUCK, NY 11952 FUEL INLET AA I7.tt1 S ANDIA4D IEOUIVALEWS, IF 965 F s. + - ASTER3S� DENOTES GROUND LEVEL FUEL NLET ,i39[31.�l11 864 [34,01 SHIO IDT'. I OA`s C w9.E] APSX 1045 141.11 4P75x 1040 140.91 A 1056 14€.51 dPBX DRAWING TITLE s$G�S:O A i088 F42.97 LANCE GAS PIPING SCHEMATIC 7 a i sa n^ �+wst ca.rzst va iE� CENTER {t!' BALANCE kev e 1 c a tt d a,st[ aE tx eta s,c®t1AL os METRIC FRO E A,:ia At x,+El to ai„n[+r” KOHLER CQ 111LOV . �� 0.Ea+ttif fA" l 6'Ar,a v,s"4u 51 y .N. ,,Y ,,, 1 E•:=A=��:. 90M.ca, v .Aa,a L$J, CONTRACTOR SHALL OBTAIN ALL I •a1 cs=srt i,PGar is t 1fs47Ss aim t.1 ,=a??QO E3F 6 .._ _.......................................... ._. , .,.x lowMA{•fiY ENik„^RAfiK f.EY'S:6t k ii ctr+,c s.ester So N❑ SCALE r•�a 4sexrseea ..... l ao[>rn IerAaas�t 5AM:.+wACA t v cc"si tris wt-W,"'0t:}ea`s.s`cAlk It A $cr APPROVALS FROM GAS UTILITY FOR 8 A3 tk Ss iS CIM Cbq'Rt.bl yAI AYCt, p658 C61 Sl APy1 MAt LYS=6%pt.Aitaltaa nos ?CSt:R+10. 50 rAOLiCL, AP5X, AP78X, 4076X, 401OX a aEi; tt•s[ 4 d5,t98A Av::a IS L'+N, t{415,91XN: � 'SSn'Aat � —E � ,�• �ttN!§0N PRINT SERVICE MODIFICATIONS. PLUMBING RISER 60 MODEL 4P7F:X,407V, 4PIOX, 40101 Ul?;[ A€°;;x N'S<ttso ICIsOsce± nr : ,ar,p<.ts aaFc 50/60 G€�.�_._..,__--, RECON;ECTA9LE & ECOV ALTLRNATCSR n_nes-as_ia,Kc 7a Aent�at,rpetr 14 Dim xai to 11 ICTWOSI PAS<• ruP IV-ta-14-;---- ___.._._� t ,i . t 5.0 & 5.7 LITER GM 2009 EMISSIONS f , Is to S[E frNE£T a r;Teaoiat _ sAN . ,>•K, Io.rs.ro#. 6 ,t.•" AND DETAILS �> c ADV-7908 D =_F ro Is•Iu 8 7 6 5 4 2 I SEAL ' 0� NJjZ SCALE PROJECT NO. AS NOTED VER0798 DRAWN BY DRAWING NO. CBB NEC )~ KED BY CBB P- 3 , 0DATE 7/16/14 S STRUCTURAL I. ALL BRANCH CIRCUITS SHALL HAVE AN EQUIPMENT GROUND CONDUCTOR C CONSULTING DIVISION 16 — ELECTRICAL NOTES: INSTALLED IN THE BRANCH CIRCUIT RACEWAY, SIZED IN ACCORDANCE WITH NEC 1 - GENERAL REQUIREMENTS 17 - CONDUIT TABLE 250-95. NOTE: S SERVICES, P•C• ALL REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY ALL CONDUIT SHALL BE RUN CONCEALED EXCEPT WHERE OTHERWISE NOTED. ALL THIS GENERATOR IS NOT FOR LIFE SAFETY CONDUIT RUN EXPOSED TO WEATHER, OR OTHER HAZARDOUS CONDITIONS SHALL BE J. VOLTAGE DROP IN BRANCH CIRCUITS SHALL NOT EXCEED 2%. OR LIFE SUPPORT PURPOSES. CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. THE 67 FEDERAL ROAD SUITE A8 BROOKFIELD CT 06804 CONTRACTOR SHALL BE RESPONSIBLE TO BECOME THOROUGHLY FAMILIAR WITH ALL ITS RIGID GALV. PAINTED STEEL ALL OTHER CONDUIT MAY BE E.M.T. W/COMPRESSION FITTINGS WHERE > > > CONTENTS R H REQUIREMENTS WHICH AFFECT THIS DIVISION. THE WORK REQUIRED APPROVED BY LOCAL CODE. FINAL CONNECTION TO EACH MOTOR LOADS FOR THIS GENERATOR TEL: 203.740.7578 FAX: 203.775.5670 AND TO ANY DEVICE WHICH WOULD OTHERWISE TRANSMIT MOTION, K. HOMERUNS AND BRANCH CIRCUIT WIRING FOR 277V OR 120V ARE COMPRISED OF DATACENTER UNDER THIS DIVISION INCLUDES ALL MATERIAL, EQUIPMENT, APPLIANCES, AND LABOR CIRCUITS SHALL BE AS FOLLOWED: VIBRATION OR NOISE, SHALL BE IN FLEXIBLE METAL CONDUIT. WHERE FLEXIBLE METAL EQUIPMENT, DATACENTER COOLING, REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE DRAWINGS AND CONDUIT IS EXPOSED TO LIQUIDS, VAPORS OR SUNLIGHT, LIQUID-TIGHT FLEXIBLE METAL AND DATACENTER LIGHTING. SPECIFICATIONS, OR REASONABLY INFERRED TO BE NECESSARY TO FACILITATE EACH CONDUIT SHALL BE USED. ALL FLEXIBLE METAL CONDUIT SHALL BE PROVIDED WITH AN LENGTH - FT HOMERUN WIRE SIZE CIRCUIT WIRE SIZE M/E/P ENGINEER: SYSTEMS FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT SPECIFIED. INSULATED GROUND WIRE. 0-50 #12 #12 2 - INSPECTION OF SITE 51-100 #10 #12 THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK AND 101-150 #8 #10 BECOFULLY INFORMED AS TO THE CONDITIONS DSUFF CIENTTJUSTIFFICATION TO TO E 18 - CONDUIT ALL WIRING LCB BREEN ASSOCIATES, P.C. SHALL BE RUN IN CONDUIT, EXPOSED AND CONCEALED INSTALLATION. 99 - JUNCTION BOXES PULL BOXES CABINETS AND WIREWAYS DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. B. CONDUIT SHALL BE CONCEALED IN WALLS OR FLOORS WHEREVER POSSIBLE. PROVIDE JUNCTION BOXES, PULL BOXES, CABINETS AND WIREWAYS WHEREVER 3 - MATERIAL AND WORKMANSHIP ALL CONDUIT RUNS ARE PARALLEL IN SPACE. NECESSARY FOR PROPER INSTALLATION OF VARIOUS ELECTRICAL SYSTEMS ACCORDING 46 RIVERSIDE AVENUE TEL 203-866-1471 ALL MATERIAL AND APPARATUS SHALL BE NEW AND IN FIRST CLASS CONDITION. ALL TO THE NATIONAL ELECTRICAL CODE AND WHERE INDICATED ON THE DRAWINGS. SIZE MATERIAL AND APPARATUS SHALL HAVE MARKINGS OR A NAMEPLATE IDENTIFYING THE C. CONDUIT SHALL BE INSTALLED TO REQUIREMENTS OF STRUCTURE AND TO AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY THE NATIONAL WESTPORT, CT 06880 MANUFACTURER AND PROVIDING SUFFICIENT REFERENCE TO ESTABLISH QUALITY, SIZE REQUIREMENTS OF ALL OTHER WORK ON THE PROJECT. CONDUIT SHALL BE ELECTRICAL CODE, WHICHEVER IS LARGEST. CONSTRUCTION SHALL BE OF A NEMA AND CAPACITY. ALL WORKMANSHIP SHALL BE OF THE FINEST POSSIBLE BY EXPERIENCED INSTALLED TO CLEAR ALL OPENINGS, DEPRESSIONS, PIPES, DUCTS, REINFORCING DESIGN SUITABLE IFOR THE ENVIRONMENT INSTALLED. MECHANICS OF THE PROPER TRADE. IN GENERAL, ALL MATERIALS AND EQUIPMENT STEEL, ETC. CONDUIT SET IN FORMS FOR CONCRETE STRUCTURE SHALL BE SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND INSTALLED IN SUCH A MANNER THAT INSTALLATION WILL NOT AFFECT THE 23 - OUTLET BOXES RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTABLE. ALL HOISTS, SCAFFOLDS, STRENGTH OF THE STRUCTURE. EXCEPT WHERE APPROVED IN WRITING BY THE ALL OUTLETS INCLUDING LIGHT, SWITCH, RECEPTACLE, AND SIMILAR OUTLETS, SHALL BE SYMBOLS LEGEND STAGING, RUNWAYS, TOOLS, MACHINERY AND EQUIPMENT REQUIRED FOR THE ARCHITECT, NO CONDUIT SHALL BE RUN IN A SLAB ON GRADE. CONDUIT SHALL BE NATIONAL ELECTRICAL, APPLETON, STEEL CITY, RACO OR APPROVED EQUAL GALVANIZED CLIENT: PERFORMANCE OF THE ELECTRICAL WORK SHALL BE FURNISHED BY THIS CONTRACTOR. LOCATED IN GRANULAR FILL BELOW SLABS-ON GRADE. STEEL KNOCKOUT BOXES, SUITABLE IN DESIGN TO THE PURPOSE THEY SERVE AND THE MATERIAL AND EQUIPMENT SHALL BE STORED AND MAINTAINED IN CLEAN CONDITION, SPACE THEY OCCUPY. SIZE AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED AND PROTECTED FROM WEATHER, MOISTURE, AND PHYSICAL DAMAGE. ALL MATERIALS D. CONDUITS SHALL BE INSTALLED CONTINUOUS BETWEEN CONNECTIONS TO BY THE NATIONAL ELECTRICAL CODE, WHICHEVER IS LARGEST. ALL OUTLET BOXES (PDUPLEX OUTLET SHALL BE CONNECTICUT APPROVED. OUTLETS, BOXES AND CABINETS WITH A MINIMUM POSSIBLE NUMBER OF BENDS SHALL BE SET IN WALLS, COLUMNS, FLOORS, OR CEILINGS SO AS TO BE FLUSH WITH THE 4 - COORDINATION AND NOT MORE THAN THE EQUIVALENT OF FOUR 90 BENDS BETWEEN FINISHED SURFACE AND BE ACCURATELY SET AND RIGIDLY SECURED IN POSITION. �GFl GROUND FAULT CIRCUIT INTERRUPT OUTLET THE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER CONTRACTORS AND CONNECTIONS. BENDS SHALL BE SMOOTH AND EVEN AND SHALL BE MADE PROVIDE PLASTER RINGS, EXTENSION RINGS AND MASONARY RINGS AS REQUIRED FOR SUBCONTRACTORS SO THAT VARIOUS COMPONENTS OF THE ELECTRICAL SYSTEMS WILL WITHOUT FLATTENING CONDUIT OR FLAKING ENAMEL. RADIUS OF BENDS SHALL FLUSH MOUNTING. JUNCTION BOX BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW BE AS LONG AS POSSIBLE AND NEVER SHORTER THAN THE CORRESPONDING PROPER SERVICE ACCESS TO ALL EQUIPMENT. THE CONTRACTOR SHALL REFER TO TRADE ELBOW. LONG RADIUS ELBOWS SHALL BE USED WHERE NECESSARY. 24 - EQUIPMENT IDENTIFICATION \000� THERMAL OVERLOAD SWITCH ARCHITECTURAL, STRUCTURAL AND MECHANICAL DRAWINGS AND TO RELEVANT THIS CONTRACTOR SHALL FURNISH AND INSTALL EQUIPMENT IDENTIFICATION MECHANICAL TIMER LIGHT SWITCH 17 E. CONDUITS SHALL BE SECURELY FASTENED IN PLACE WITH APPROVED STRAPS, NAMEPLATES ON ALL PANELBOARDS, TIMESWITCHES, ETC., INCLUDING SWITCHES IN INTERMAIIC MODEL FF60 MHC MECHANICAL TIMER, °' EQUIPMENT DRAWINGS TO DETERMINE THE EXTENT OF CLEAR SPACES. THE ,A, CONTRACTOR SHALL MAKE ALL OFFSETS REQUIRED TO CLEAR EQUIPMENT, BEAMS AND HANGERS AND STEEL SUPPORTS AS REQUIRED. SINGLE CONDUITS FOR FEEDERS DISTRIBUTION PANELS, OUTLETS, PHONE/DATA & LIGHT SWITCHES: 60MIN MAX, WITH HOLD FEATURE. � wireless ess OTHER STRUCTURAL MEMBERS, AND TO FACILITATE CONCEALING CONDUIT IN THE SHALL BE HUNG WITH MALLEABLE SPLIT RING HANGERS WITH ROD AND NAMEPLATES SHALL BE ENGRAVED PHENOLIC PLASTIC, AND PROVIDE HUBBELL POLYCARBONATE WEATHERPROOF MANNER ANTICIPATED E THE DESIGN. THE CONTRACTOR SHALL PROVIDE MATERIALS TURNBUCKLE SUSPENSION FROM INSERTS SPACED NOT OVER 10 FEET APART IN SHALL BE FIRMLY ATTACHED TO THE EQUIPMENT. NAMEPLATES SHALL CLEARLY COVER #WP26MP. WITH TRIM WHICH WILL FIT PROPERLY THE TYPES OF CEILING, WALL, OR FLOOR FINISHES CONSTRUCTION ABOVE. GROUPS HORIZONTAL FEEDER CONDUITS SHALL BE IDENTIFY EACH ITEM AND WHAT IT CONTROLS. 4 CENTEROCK ROAD ACTUALLY INSTALLED. CLAMPED TO UNISTRUT STEEL CHANNELS AND SUSPENDED FROM INSERTS M ELECTRICAL MOTOR WEST NYACK� NEW YORK 10994 SPACED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE. VERTICAL FEEDER 25 - ELECTRICAL SERVICE 5 - DIMENSIONS AND LAYOUTS CONDUITS SHALL BE SECURELY CLAMPED TO STRUCTURAL STEEL MEMBERS SEE DRAWINGS FOR TYPE, SIZE, VOLTAGE, PHASE, ETC. THE DRAWINGS ARE SCHEMATIC IN NATURE, BUT SHOW THE VARIOUS COMPONENTS OF ATTACHED TO STRUCTURE. CABLE CLAMPS SHALL BE INSTALLED FOR SUPPORT Ep FUSED DISCONNECT SWITCH THE SYSTEMS APPROXIMATELY TO SCALE AND ATTEMPT TO INDICATE HOW THEY ARE TO OF VERTICAL FEEDERS WHERE REQUIRED. CONDUIT SUPPORTS SHALL BE ADDED 26 - GROUNDING BE INTEGRATED WITH OTHER PARTS OF THE BUILDING. FIGURED DIMENSIONS SHALL BE WITHIN •12" AT ONE END OF ALL BENDS. CONDUIT SHALL NOT BE SUPPORTED THE ELECTRICAL SERVICE, ALL EQUIPMENT, CONDUCTORS, CONDUITS, MOTOR TAKEN IN PREFERENCE TO SCALE DIMENSIONS. DETERMINE EXACT LOCATIONS BY JOB FROM SUSPENDED CEILING COMPONENTS. FRAMES, ETC. IN THIS CONTRACT WHICH REQUIRE GROUNDING SHALL BE PERMANENTLY C� NON-FUSED DISCONNECT SWITCH AND EFFECTIVELY GROUNDED BY THIS CONTRACTOR IN A THOROUGH AND EFFICIENT MEASUREMENTS, BY CHECKING THE REQUIREMENTS OF OTHER TRADES, AND BY REVIEWING ALL CONTRACT DOCUMENTS. THE CONTRACTOR WILL BE HELD RESPONSIBLE F. CONDUIT ENDS SHALL BE REAMED BEFORE INSTALLATION AND ALL CONDUIT MANNER IN CONFORMANCE TO THE ELECTRICAL CODE AND/OR NATIONAL ELECTRICAL CODE, EP FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND SHALL BE THOROUGHLY CLEANED BEFORE INSTALLATION AND KEPT CLEAN AFTER WHICH EVER IS MORE STRINGENT. ELECTRICAL PANEL (RECESSED MT'D) INSPECTION. INSTALLATION. OPENINGS AND BOXES SHALL BE PLUGGED OR COVERED AS 27 - DISCONNECT SWITCHES 6 - ORDINANCES AND CODES REQUIRED TO KEEP CONDUIT CLEAN DURING CONSTRUCTION AND ALL CONDUIT CONTRACTOR SHAILL FURNISH AND INSTALL SQUARE D OR WORKMANSHIP AND MATERIALS SHALL COMPLY WITH SHALL BE FISHED CLEAR OF OBSTRUCTIONS BEFORE THE PULLING OF WIRES. ALL GENERAL ELECTRIC FUSED OR NON-FUSED (AS NOTED OR REQUIRED) NEMA HEAVY DUTY �\ HOME RUN TO PANEL CONTRACTOR'S PERFORMANCE, CONDUIT SHALL BE OF AMPLE SIZE FOR PULLING OF WIRE AND SHALL NOT BE EXTERNALLY OPERATED SAFETY SWITCHES WHERE NOT FURNISHED WITH THE STARTING 7HE LOCAL CODES. NA710NAL ELECTRIC CODE SMALLER THAN CODE REQUIREMENTS AND NOT LESS THAN 1/2" IN SIZE. EQUIPMENT, AND AT ALL OTHER POINTS REQUIRED BY CODE. FUSE HOLDERS SHALL 2/4 PANEL CIRCUIT DESIGNATION AND/OR ALL OTHER APPLICABLE CODES AND ORDINANCES. CONTRACTOR SHALL COMPLY WITH RULES AND REGULATIONS OF PUBLIC UTILITIES AND MUNICIPAL DEPARTMENTS HAVE CLASS R REJECTION FEATURE. CONSTRUCTION SHALL BE OF A NEMA DESIGN G. ALL ELECTRICAL WORK SHALL BE PROTECTED AGAINST DAMAGE DURING SUITABLE FOR THE ENVIRONMENT INSTALLED IN. INDOOR NEMA-12, EXTERIOR NEMA-4X ATLITE MODEL CB6, 120V AFFECTED BY CONNECTION OF SERVICES. OBTAIN AND PAY FOR ALL PERMITS. CONSTRUCTION. ANY WORK DAMAGED OR MOVED OUT OF LINE AFTER ROUGHING-IN SHALL BE REPAIRED TO MEET ENGINEER'S APPROVAL WITHOUT 28 - NEW ELECTRIC SERVICE EM NEW YORK CITY APPROVED 7 - SUBSTITUTIONS ADDITIONAL COST TO THE OWNER THIS SPECIFICATION PROVIDES THAT THE BASE BID OF ALL CONTRACTORS SHALL 1.) ALL WORK INVOLVING THE ELECTRICAL SERVICE SHALL BE COORDINATED WITH AND CHAIN-SUSPENDED FLUORESCENT CONDUIT TERMINATIONS AT PANELBOARDS AND JUNCTION INCLUDE THE PRODUCTS SPECIFICALLY NAMED, THE CONTRACTOR BEING PERMITTED TO H. BOXES SHALL BE APPROVED BY THE OWNER. THE CONTRACTOR SHALL PAY ALL FEES ASSOCIATED WITH LIGHT FIXTURE - LITHONIA SUBMIT IN THE FORM OF ALTERNATES, WITH HIS PROPOSAL, PRODUCTS OF ANY OTHER ALIGNED AND INSTALLED TRUE AND PLUMB. THE ELECTRIC SERVICE MODIFICATIONS. MANUFACTURERS FOR SIMILAR USE, PROVIDED THE DIFFERENCE IN COST, IF ANY, 2.) NOTIFY THE CLIENT AND OWNER IN WRITING AT LEAST TWO WEEKS IN ADVANCE OF MODEL HL-2-32-120 I. IN SPECIFIED IN EACH CASE. THE TERMS "APPROVED", "APPROVED EQUAL", OR "EQUAL" STALL APPROVED EXPANSION FITTINGS WHERE CONDUIT OR EMT PASSES ANY INTERRUPTION OF SERVICE IN THE BUILDING. INFORM THE CLIENT AND OWNER OF THROUGH EXPANSION JOINTS. THE ION N THE SHUTDOWN. ALL WORK INVOLVING A SHUTDOWN SHALL BE SHALL MEAN APPROVED BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO PERFORMEDORMEDDURING PREMIUM TIME, AT NO ADDITIONAL COST TO THE CLIENT. ROOFTOP CANOPY FIXTURE SUBSTITUTIONS WILL BE CONSIDERED THAT ARE NOT BID AS AN ALTERNATE. J. INSTALL A PULL WIRE IN EACH EMPTY CONDUIT WHICH IS LEFT BY THESTONCO GSC35NLXL-1 3.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR FILING THE PROJECT WITH THE 50W HPS, VANDAL PROOF 8 - SHOP DRAWINGS CONTRACTOR FOR INSTALLATION OF WIRES OR CABLES BY OTHERS. ADVISORY BOARD OF THE CITY OF NEW YORK. THE CONTRACTOR SHALL BE 120V/50W SUBMIT FOR APPROVAL SIX SETS OF MANUFACTURERS SHOP DRAWINGS OF ALL MAJOR RESPONSIBLE FOR PREPARATION OF NECESSARY DRAWINGS, FORMS AND ALL ASSOCIATED ITEMS OF EQUIPMENT AND ALL ITEMS REQUIRING COORDINATION BETWEEN K. MAKE ALL JOINTS AND CONNECTIONS IN A MANNER WHICH WILL INSURE FEES. M© DOOR ALARM CONTACTS CONTRACTORS. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS, THE MECHANICAL STRENGTH AND ELECTRICAL CONTINUITY. CONTRACTOR SHALL VERIFY THAT ALL EQUIPMENT SUBMITTED IS MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND SHALL FIT THE AVAILABLE L. THRU-WIRING OF LIGHT FIXTURES IS NOT PERMITTED. SMOKE DETECTOR © SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE. THE ENGINEER'S CHECKING AND SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS SHALL NOT RELIEVE THE M. ALL INTERIOR EXPOSED CONDUIT SHALL BE FIELD PRIMED AND PAINTED BLACK POST LIGHT: LITHONIA OFLR 6LC 120 P BZ CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF COORDINATE WITH OWNER FOR PAINT SPECIFICATIONS. 2-HEAD MEMBERS, OR QUANTITIES, OR OMISSIONS OF COMPONENTS OR FITTINGS, OR FOR COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS. N. ALL EXTERIOR EXPOSED CONDUIT SHALL ROB ROY SCHEDULE 40 PVC COATED STEEL CONDUIT. 9 - ADJUSTING ALIGNING AND TESTING ALL ELECTRICAL EQUIPMENT ON THIS PROJECT FURNISHED UNDER THIS DIVISION AND ALL ELECTRICAL EQUIPMENT FURNISHED BY OTHERS SHALL BE ADJUSTED, ALIGNED AND 19 - BUSHINGS AND LOCKNUTS TESTED FOR PROPER OPERATION BY THE ELECTRICAL CONTRACTOR. COMPLETE WIRING WHERE CONDUITS ENTER BOXES, THEY SHALL BE RIGIDLY CLAMPED TO THE BOX BY A SYSTEMS SHALL BE FREE FROM SHORT CIRCUITS. ALL MOTORS SHALL BE VERIFIED FOR BUSHING ON THE INSIDE AND A LOCKNUT ON THE OUTSIDE, AND CONDUIT SHALL ENTER PROPER ROTATION. THE BOX SQUARELY. BUSHINGS AND LOCKNUTS SHALL BE MADE OF GALVANIZED MALLEABLE IRON AND SHALL HAVE SHARP, CLEAN-CUT THREADS. WHERE THIN-WALL 10 - OPERATION AND MAINTENANCE INSTRUCTIONS CONDUIT ENTERS BOX, PROVIDE APPROVED E.M.T. CONNECTORS. USE INSULATED SUBMIT TO THE OWNER THREE COPIES EACH OF MATERIAL FOR MAINTENANCE AND GROUNDING BUSHINGS WHEREVER CONNECTION IS SUBJECT TO VIBRATION OR OPERATION INSTRUCTION MANUALS, APPROPRIATELY BOUND INTO MANUAL FORM MOISTURE. INCLUDING APPROVED COPIES OF MANUFACTURERS CATALOG SHEETS, WIRING DIAGRAMS, MAINTENANCE INSTRUCTIONS, OPERATING INSTRUCTIONS, AND PARTS LISTS, 20 - WIRE REVISED IF NECESSARY TO SHOW SYSTEM AND EQUIPMENT AS ACTUALLY INSTALLED. ALL WIRE SHALL HAVE COPPER CONDUCTORS, WITH U.L. LABEL, AND 600 VOLT CONTRACTOR SHALL ALSO PROVIDE ADEQUATE VERBAL INSTRUCTIONS OF SYSTEM INSULATION. ALL WIRE SHALL BE RUN IN CONDUIT. OPERATION TO OWNER'S REPRESENTATIVE AT THE TERMINATION OF THE WORK. ALL FEEDER AND BRANCH CIRCUIT WIRE #8 AWG AND LARGER SHALL BE TYPE THWN OR XHHW, BOTH WITH STRANDED CONDUCTORS. ALL WIRE #10 AWG. AND 11 - START UP OF SYSTEMS SMALLER SHALL BE TYPE THWN (WET OR DAMP LOCATIONS OR THHN (DRY PRIOR TO START-UP OF THE ELECTRICAL SYSTEMS, THE CONTRACTOR SHALL CHECK ALL LOCATIONS ONLY AND ABOVE GRADE), BOTH WITH SOLID CONDUCTORS. WIRE WITHIN COMPONENTS AND DEVICES, LUBRICATE ITEMS ACCORDINGLY, AND TIGHTEN ALL FLUORESCENT FIXTURE CHANNELS SHALL BE TYPE THHN. ALL BRANCH CIRCUIT WIRING SCREWED AND BOLTED CONNECTIONS. ADJUST TAPS ON EACH TRANSFORMER FOR SHALL BE NOT SMALLER THAN #12 AWG WIRE. CONTROL WIRING SHALL HAVE 600V RATED SECONDARY VOLTAGE. CHECK AND RECORD BUILDING'S SERVICE ENTRANCE INSULATION AND BE OF THE PROPER TYPE, SIZE AND NUMBER AS REQUIRED TO 3 ISSUED FOR BUILDING PERMIT 4/15/15 VOLTAGE, GROUNDING CONDITIONS, GROUNDING RESISTANCE AND PROPER PHASING. ACCOMPLISHED SPECIFIED FUNCTION. BALANCE ALL SINGLE PHASE LOADS AT EACH PANELBOARD, REDISTRIBUTING BRANCH CIRCUIT CONNECTIONS UNTIL BALANCE IS ACHIEVED. REPLACE ALL BURNED-OUT LAMPS. 2 ISSUED FOR CONSTRUCTION 8/4/14 AFTER ALL SYSTEMS HAVE BEEN INSPECTED AND ADJUSTED, CONFIRM ALL OPERATING 21 - WIRING INSTALLATION FEATURES REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND MAKE FINAL A. ALL WIRING SHALL BE INSTALLED IN APPROVED RACEWAY AND ENCLOSURES. ADJUSTMENTS AS NECESSARY. 1 ISSUED FOR REVIEW 7/21/14 B. SUPPORT ALL WIRE AND CABLES IN VERTICAL INSTALLATIONS AS REQUIRED BY 12 - GUARANTEE CODE BY INSTALLING CABLE SUPPORTERS OR PLUG-TYPE CONDUIT RISER N0. ISSUE OR REVISION DATE GUARANTEE AGAINST DEFECTIVE WORKMANSHIP AND MATERIAL FOR A PERIOD OF ONE SUPPORTS. YEAR FROM DATE OF FINAL PAYMENT. GUARANTEE SHALL INCLUDE MATERIAL TO BE REPLACED AND ALL LABOR REQUIRED. C. ALL WIRE AND CABLE IN CONDUIT SHALL BE CONTINUOUS WITHOUT TAPS OR No use, reproduction or dissemination may be made of this drawing SPLICES. ALL SPLICES OR TAPS SHALL OCCUR IN APPROVED BOXES AND ENCLOSURES AND SHALL BE KEPT TO THE MINIMUM REQUIRED, AND SHALL BE and the concepts set forth without the prior written consent of 13 - INSPECTIONS MADE UP WITH APPROVED SOLDERLESS CONNECTORS. ALL SPLICES, TAPS, AND Structural Consulting Services, P.C. Co I ht©2015 THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING AND PAYING FOR JOINTS SHALL BE INSULATED AS REQUIRED BY CODE. ALL ELECTRICAL INSPECTIONS. PROJECT TITLE 14 - CLEANING D. ALL MATERIALS USED TO TERMINATE, SPLICE OR TAP CONDUCTORS SHALL BE DIRT AND REFUSE RESULTING FROM THE PERFORMANCE OF THE WORK SHALL BE DESIGNED FOR, PROPERLY SIZED FOR, AND U.L. LISTED FOR THE SPECIFIC New York SMSA REMOVED FROM THE PREMISES AS REQUIRED TO PREVENT ACCUMULATION. THE APPLICATION AND CONDUCTORS INVOLVED, AND SHALL BE INSTALLED IN STRICT CONTRACTOR SHALL COOPERATE IN MAINTAINING REASONABLY CLEAN PREMISES AT ALL ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, USING THE TIMES. IMMEDIATELY PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL MAKE A MANUFACTURER'S RECOMMENDED TOOLS. Limited Partnership FINAL CLEANUP OF DIRT AND REFUSE RESULTING FROM HIS WORK. THE CONTRACTOR SHALL CLEAN ALL MATERIAL AND EQUIPMENT INSTALLED UNDER THE ELECTRICAL E. WHERE WIRE IS INDICATED TO BE INSTALLED, BUT THE CONNECTION IS INDICATED a VERIZON WIRELESS CONTRACT. DIRT, DUST, PLASTER, STAINS AND FOREIGN MATTER SHALL BE REMOVED "FUTURE" OR "BY OTHERS", CONTRACTOR SHALL LEAVE A MINIMUM OF 3 FEET OF SITE: MATTITUCK RELO FROM ALL SURFACES. DAMAGED FINISHES SHALL BE TOUCHED UP AND RESTORED TO "PIGTAIL" AT THE BOX, TAPE THE ENDS OF THE CONDUCTORS, AND COVER THE 1000 PIKE STREET THEIR ORIGINAL CONDITION. BOX. MATTITUCK, NY 11952 15 - CUTTING AND PATCHING F. THE NUMBER OF CURRENT CARRYING CONDUCTORS IN A SPECIFIC CONDUIT RUN ARE THIS CONTRACTOR SHALL DO ALL CUTTING OF WALLS, FLOORS, CEILINGS, ETC. AS INDICATED WITH CROSS LINES ON EACH "CONDUIT RUN" ON THE DRAWINGS. IN GENERAL, REQUIRED TO INSTALL WORK UNDER THIS SECTION. CONTRACTOR SHALL OBTAIN DIRECTION OF BRANCH CIRCUIT "HOME RUN" ROUTING IS INDICATED ON THE PERMISSION OF THE OWNER BEFORE DOING ANY CUTTING. ALL HOLES SHALL BE DRAWINGS, COMPLETE WITH CIRCUIT NUMBERS AND PANELBOARD DESIGNATION. DRAWING TITLE CUT AS SMALL AS POSSIBLE. CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS THIS CONTRACTOR SHALL CONTINUE ALL SUCH "HOME RUN" WIRING TO THE REQUIRED BY WORK UNDER THIS SECTION. ALL PATCHING SHALL BE THOROUGHLY FIRST DESIGNATED PANELBOARD, AS THOUGH "CONDUIT RUNS" WERE INDICATED IN CLASS AND SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION. THEIR ENTIRETY. ALL CORE DRILLING SHALL REQUIRE LOCATING REBAR VIA X-RAY. ELECTRICAL G. CONDUCTORS SHALL HAVE INSULATION OF THE PROPER COLOR TO MATCH N.E.C. COLOR CODE SYSTEM. IN LARGER WIRE SIZES WHERE PROPERLY COLORED SPECIFICATIONS 16 - ROUGH-IN INSULATION IS NOT AVAILABLE, THE CONTRACTOR SHALL USE VINYL PLASTIC COORDINATE WITHOUT DELAY ALL ROUGHING-IN WITH GENERAL CONSTRUCTION. ALL ELECTRICAL TAPE OF THE APPROPRIATE COLOR AROUND EACH CABLE AT ALL CONDUIT ROUGH-IN SHALL BE CONCEALED EXCEPT IN UNFINISHED AREAS AND WHERE TERMINATION POINTS, JUNCTION AND PULL BOXES. OTHERWISE SHOWN. H. ALL TERMINAL BLOCKS AND WIRE TERMINALS FOR CONTROL WIRING SHALL BE PROPERLY NUMBERED FOR IDENTIFICATION WITH VINYL STICK-ON MARKERS OR --� SCALE PROJECT NO. EQUIVALENT. i AS NOTED VER0798 Q h� ,, DRAWN BY DRAWING NO. IT CBB r q� lot, II i I 0j 4� CHECKED BY CBB 1 , 0 y -r' DATE 7/16/14 S STRUCTURAL N C CONSULTING MAI S SERVICES, P.C. R 1111 F 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX: 203.775.5670 M/E/P ENGINEER: CB BREEN ASSOCIATES, P.C. 46 RIVERSIDE AVENUE TEL 203-866-1471 -------- WESTPORT, CT 06880 CLIENT: \0000 _ __ N__ U wireless �(o L L7wireless 4 CENTEROCK ROAD ------ ------- WEST NYACK NEW YORK 10994 —----------------------- Al ................................... ............................ GROUND CONDUIT DOWN TO GROUND ROD AND PAINTED TO MATCH BUILDING FACADE POWER CONDUIT DOWN TELCO AND POWER CONDUIT TO METER BANK AND ALONG FACE OF RETAINING WALL PAINTED TO MATCH O MESA UPA ........................... - SPAN TRANSFORMER - =l (BCABINET S) (BY OTHERS) 0 Y OTHER a) NEW METER BANK (BY OTHERS) 0 SWITCH FOR EXTERIOR CANOPY 0 \—O 0 0 TELCO MESA CABINET LIGHTING FIXTURES AND 2ND WITH VZW POWER OUTLETS ........ WP GFI RECEPTACLE. ANTENNA COAXIAL CABLE AND GROUND TO BE SUPPORTED OFF ROOF IN NON—PENETRATING CABLE TRAY (TYP). 4 GENERAL REVISIONS 7/17/15 MAIN ROOF GROUND BAR ................... ............ UNDER PLATFORM 3 ISSUED FOR BUILDING PERMIT 4/15/15 ....... .... T .............................. 0 �j -------A- 2 ISSUED FOR CONSTRUCTION 8/4/14 CONTROL POWER AND CONTROL CONDUIT UP INTO .. ...... . GENERATOR I ISSUED FOR REVIEW 7/21/14 50 KW GENERATOR WITH No. ISSUE OR REVISION DATE NEW CANOPY FIXTURE SOUND ENCLOSURE AND ......... (TYPICAL VIBRATION ISOLATION SPRINGS 4 PLACES) TELCO .......... No use, reproduction or dissemination may be made of this drawing CABINET CONDUITS AND GROUND TO BE and the concepts set forth without the prior written consent of ZPOWER AND CONDUIT KW r 7 7 'F mpp jl'� I I SUPPORTED OFF ROOF UNDER �------ PP-1 PLATFORM STEEL IStructural Consulting Services, P.C. Copyright02015 ALPHA - - _ - ' ❑ ARGUS T PROJECT TITLE H New York SMSA NEW EQUIPMENT PLATFORM ............... Limited Partnership d/b/a VERIZON WIRELESS 0 SITE: MATTITUCK RELO EXIS -T-ING 1000 PIKE STREET MAIN I MATTITUCK NY 11962 GARO DRAWING TITLE o 6 E R 1111 F ELECTRICAL PLAN CD SEAL SCALE PROJECT NO. AS NOTED VER0798 GRAPHIC SCALE DRAWN BY DRAWING NO. CBB 0 4'-0' 161-01 r vs 61-01 CHECKED BY ELECTRICAL PLAN SCALE: 1/8" l'—O" CBB DE- 2 , 0 ATE 7/16/14 S STRUCTURAL PANEL PP1 MOUNTING SURFACE TRANSTECTOR NOTE: GENERATOR: KOHLER C CONSULTING VOLTAGE 120 208V,3� MAIN C/B 200A POWER SYSTEMS MODE TRANSFER SWITCH: AC/TELCO CABINETS 50REZGB THE MANUAL TRANSFER S SERVICES, P.C. RATING 200A. MLO 208V/3�/4W SWITCH IS A BREAK BEFORE SUPPLIED BY VERIZON ASCO MODEL NUMBER MAK DEVICE. BY CONTRACTOR.WIRELESS, INSTALLED 30OL4-3-200—C-1-73VB3-11BG-1 CIRCUIT SIZE AMPS AMPS CIR CIRCUIT SIZE CONTRACTOR SHALL VZW CELL TECHNICIAN WILL TERMINATE ALL 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 N0. POLE POLE CIR. DESCRIPTION DESCRIPTION N0. CONTRACTOR SHALL CONFIRM FULL ALARMS WITHIN THE PRIMARY MOD CABINET. TEL: 203.740.7578 FAX: 203.775.5670 (2) #2, #6N, #6G, 2"C 1 MOD CELL 4.0 OOA 20A PRIM. MOD RECEPT 2 (2) #12, #12G, 3/4"C OBTAIN FULL SPECIFICATIONS WITH THIS CONTRACTOR TO PULL CONDUCTORS. " NOTE: SPECIFICATIONS FROM VERIZON WIRELESS 3 CIRCUIT 1 30A ALPHA ARGUS UPS 4 (2) #10, #1 OG, 3/4"C THE GENERATOR WILL ONLY PRROR TOIZON BID. PRIOR TO BID. CONNECTIONS TO PRIMARY CELL MOD CABINET M/E/P ENGINEER: (2) #8, #8G, 1"C 5 9712 CABINET 80A 15A SPARE 6 POWER TELECOM EQUPT., ARE TO BE THROUGH CABINET REAR WITH 7 CIRCUIT 1 15A SPARE 8 AND IS NOT FOR LIFE 36" LIQUID—TIGHT STEEL FLEXIBLE CONDUIT. SAFETY USE. IT IS NOT AN CB BREEN ASSOCIATES, P.C. 9 SPA 50A 15A SPARE 10 EMERGENCY GENERATOR. 11 I 15A SPARE 12 ## 13 SPA 50A 20A SPARE 14 1 PAIR— GEN:S GEN NSTAT CONTROLS L (2)#8, #8G, 1"C 46 RIVERSIDE AVENUE TEL 203-866-1471 WESTPORT, CT 06880 15 I 20A SPARE 16 3 PAIR FOR GEN SET ALARMS 17 SPA 50A 20A SPARE 18 1 PAIR SPARE CONDUCTORS, 1"C ALARM 9712 PRIMARY 19 I — E Pf P-1_A TELCO TERMINAL CABINET CELL MOD CABINET(TYPICAL EACH CABINET) SPACE 20 BLOCK " 1 4-2, #6N, #6G, 2 C (2) #12, #12G, 3/4-C 21 LIGHTING & RECEPT. 20A — 22 4 #2/0, #6G, 2"c ( MCB CLIENT: 2 12, #12G, 3/4"C 23 GEN SET RECEPT. 20A — 24 N 5 PAIR 16 GA CONDUCTORS ( ) # " _ TWO (2) 20A CIRCUITS 50 KW FOR ATS AND GEN SET ALARMS (2) #12, #12G, 3/4"C 25 GEN SET RECEPT. 20A 26 GENERATOR TO GEN SET EN ATOR 175A ALPHA 20 (PRIMARY MOD CELL CABINET) 27 SPACE — — 28 RECEPTS. FOR HEATER AND (, AUPSS !1-VSS GFI + (2) 25PR SHIELDED 22 GA, 2"C CHARGER — 3/4"C �� (TYPICAL EACH CABINET) 29 — — -- ' ......__.... ................................................ 31 — — 32 STEEL PLATFORM 33 — — 34 35 — — 36V 1 wireless 38 2 1/2" SERVICE FEEDER 2—#12, #12G, 31/4"C 2—#12, #12G, 3/4"C ROOF LEVEL 37 — — TV$$ 3/4" CONDUIT WITH DRAGLINE 39 — — 40 TO TELCO BACKBOARD TO TELCO BOX OUTLET FOR CELL ALARMS 41 — — 42 WEST 4 CENTEROCK ROAD 1" CONDUIT WITH (1) 12—STRAND SINGLE—MODE FIBER NYACK, NEW YORK 10994 TO TELCO MESA SPAN CABINET 1. THESE DRAWINGS INDICATE USE OF THE POWERHOUSE 24 POWER CABINET. 2. ELECTRICAL CONTRACTOR SHALL VERIFY THE TYPE OF POWER CABINET BEING USED WITH CLIENT'S REPRESENTATIVE PRIOR TO BID. 3RD FLOOR LEVEL METER MODULE NEMA L5-15R TWIST LOCK RECEPTACLES 2o0A. M EXISTING 200A. DESA SPAN M NEW VERIZON WIRELESS CABINETSERVICE FEED 200A. M 4—#4/0, #6G, 2 1/2"C GROUND LEVEL NEW LIPA APPROVED METER IN EXISTING PAN POWER/COMMUNICATION RISER DIAGRAM NO SCALE NEW SIPP FIBER OPTIC PATCH PANEL AND ENCLOSURE CORNING LANSCAPE #WCH-02P WITH G7 ADAPTOR SUPPLIED AND INSTALLED BY THIS CONTRACTOR. FIBER JUMPER FROM SIPP PANEL TO 7705 ROUTER IN PIPPIPE CLAMP 200A MAIN POWER EQUIPMENT RACK SUPPLIED AND INSTALLED BY THIS CONTRACTOR. PROVIDE SEE INROOFF PLAN SFOR QUANTITY BREAKER. INTRUSION ALARM TERMINATIONS FOR MULTI—MODE FIBER CAIBLE. 4'x4" PVC SLEEPER 0 6'-0" O.C. CONTACT LENTH AS REQUIRED FOR QUANTITY. 4 GENERAL REVISIONS 7/17/15 120V AC POWERED CAREY TREAD BY CELOTEX SET IN ROOF CEMENT. 3 ISSUED FOR BUILDING PERMIT 4/15/15 ® TEMPERATURE FLUORESCENT LAMP CLEAN EXISTING ROOFING SURFACE PRIOR TO INSTALLATION. 2 ISSUED FOR CONSTRUCTION 8/4/14 FUSED PRIMARY AND REGULATION COOLING v v v v v 1 SECONDARY INDICATOR SIPPFAN WITH SNAP DISK o 1 ISSUED FOR REVIEW 7/21/14 LAMPS MULTI POSITION PANEL THERMAL CUTOFF EXISTING ROOF '0 15 AMP GFI TERMINAL BLOCK FOR No. ISSUE OR REVISION DATE FUSED CONTACTS REMOTE INDICATION � PIPING CONDUIT SUPPORT DETAIL FOR PURPOSES N.T.S. No use, reproduction or dissemination may be made of this drawing POWER/FAILURE and the concepts set forth without the prior written consent of INDICATOR AC TO TELCO CABINET KRONE BLOCK P/N Structural ConsultingServices, P.C. Co i ht©2015 42 POSITION LOAD • GROUND LEAD 6639-1-050-33 PROJECT TITLE MULTIPOINT CENTER GROUND BAR TELCO T-1 El El ❑ ❑ ❑ New York SMSA PROTECTION ❑ ❑ ❑ ❑ ❑ Limited Partnership PRIMARY AND BACKUP d/b/a VERIZON WIRELESS SUPPRESSORS '°°°°°°°°°•°•' P 1000 GALVANIZED UNISTRUT CHANNEL SITE: MATTITUCK RELO SPACED AS PER CODE REQUIREMENTS. 1000 PIKE STREET HEAVY DUTY GROUND COAT BACK WITH BITUMINUS PAINT. EASY ACCESS MOUNTING BAR1/4" SAMAC NALIN GALVANIZED ANCHOR MATTITUCK, NY 11952 PANEL -W/1" IMBEDMENT OR APPROVED EQUAL. POWER TELCO BOARD USE GALVANIZED WASHERS IF REQUIRED. DRAWING TITLE IN CABINET UNISTRUT P2000 SERIES PIPE CLAMP 1.) CONTRACTOR SHOULD BE RESPONSIBLE TO FURNISH AND INSTALL AC & TELCO SUPPRESSION ELECTRICAL RISER, CABINET. PANEL SCHEDULE 2.) CABINETS SHALL BE MANUFACTURED BY TRANSTECTOR, MODEL AND PHONE BOARD #TTOR-200-20423P—NGUB20807. 3.) THE AC CABINET SHALL BE PROVIDED WITH INTEGRAL 240VOLT, 200AMPERE, THREE POLE, FOUR WIRE AUTOMATIC TRANSFER SWITCH WITH SOLID NEUTRAL. VERTICAL CONDUIT SUPPORT DETAIL SEAL . SCALE PROJECT NO. N.T.S. �: �� q� u�, AS NOTED VER0798 POWER AND TELCO CABINETS DRAWN BY DRAWING N0. CBBY ` CHECKED BY NO SCALE CBB E- 3 . O DATE ' ��� • �0�'.� 7/16/14 S STRUCTURAL C CONSULTING TERMINATE CONDUIT 6" S SERVICES, P.C. ABOVE TOP OR 6" BELOW 2 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 GROUNDING NOTES BOTTOM OF BUSBAR. 3/8 DIA. TEL:203.740.7578 FAX: 203.775.5670 PROVIDE AND INSTALL GROUNDING BUSHING 1. CABLE CONNECTORS SHALL BE 2 BOLT COMPRESSION TYPE. PROVIDE "DO NOT DISCONNECT" TAG FOR ALL METALLIC M/E/P ENGINEER: AT BOTH ENDS OF INTERFACE CABLE AND DESTINATION TAGS AT ALL TERMINATIONS. CONDUIT TERMINATIONS. SIMILAR TO 3 2• GROUND ROD BARS, WHERE INDICATED, TO BE 10' COPPER/COPPER CLAD T&B 3950 CB BREEN ASSOCIATES, P.C. CONNECT GROUND WIRES TO GROUND WIRE 3. CABLE CONNECTORS SHALL BE 2 BOLT COMPRESSION TYPE. BUS BAR WITH BURNDY LONG BARREL 1 4" TWO HOLE TERMINAL LUGS. (TYP.) m m 46 RIVERSIDE AVENUE TEL 203-866-1471 4. GROUND CONNECTORS SHALL BE RUN AS STRAIGHT AS POSSIBLE WITHOUT UNNECESSARY BENDS MOUNT AT 2" SPACING. PROVIDE 20' CONNECT GROUND WIRES TO 4» m WESTPORT, CT 06880 IN ACCORDANCE WITH NEC & SHALL NOT BE RUN THROUGH ANY ENCLOSED METAL CONDUITS OR QUANTITY AS REQUIRED TO CONNECT BUSBAR WITH BURNDY LONG BARREL m CLAMPS INCLUDING BAR JOIST WEBS. ALL GROUND CONNECTIONS CALLED TWO HOLE TERMINAL LUGS. (TYP.) 0 m m m m FOR ON DRAWINGS OR IN SPECS. MOUNT AT 2 /SPACING. PROVIDE 3 4„ m m 5. ALL EXTERIOR COPPER WIRE SHALL BE TINNED (TYP.) ALL EXTERIOR GROUND BARS SHALL BE QUANTITY AS REQUIRED TO CONNECT m m SHALL BE GALVANIZED STEEL. 4" ALL GROUND CONNECTIONS CALLED 7/16 DIA. m m FOR ON DRAWINGS OR IN SPECS. '�� / 01 m 5 CLIENT: 6. ALL TERMINAL LUGS SHALL BE TWO HOLE, DOUBLE-CRIMP LONG BARREL, O 0 O O / m COMPRESSION TYPE. COMPRESSION LUGS SHALL BE BURNDY TYPE YGA OR EQUAL. 20" 0 0 0 O O 4 m m 7. CRIMP TAPS SHALL BE MADE OF HIGH CONDUCTIVITY WROUGHT COPPER, SIZED 0 0 0 ®to 0 TO ACCEPT A N0.2/0 AWG MAIN & A N0.6 AWG BRANCH.8. ALL GROUNDING CABLE RUNS SHALL BE EXPOSED, MOUNTED CLEARLY VISIBLE FOR PERIODIC PROVIDE #2/0 INSULATED COPPER GR UND 1 /4"x4"x20" (GALVANIZED STEEL CONDUCTOR TO MAIN BUILDING ELECTRICAL INSPECTION. ROOM GROUND "LOOP" CABLES SHALL BE FASTENED TO WALL, AND BE 2 .FT. ON CENTER. SERVICE. GROUND FOR OTHER LOCATIONS USE PLASTIC WALL MOUNTED EZ ANCHOR & SINGLE HOLE PLASTIC CABLE HANGERS. PROVIDE #2/0 INSULATED COPPER GRGUND ® ■ CONDUCTOR TO GROUND BAR IN MAIN BLDG 1/4" �� wireless 9. ALL CADWELD ON LUG CONNECTIONS ON ROOF ELECTRICAL ROOM. GRROUND SHALL BE COATED. ROOF GROUND CABLE IS TO BE BRAIDED. BOND METAL CONDUIT TO BUS BA 10. ALL CONDUCTORS SHALL BE CONTINUOUS, STRANDED COPPER TYPE THHN/THNN USE PVC CONDUIT UNLESS REQUIRED ITEM NO. REQ. DESCRIPTION NEWTON # WEST N ACK, NEW YORK10994 INSULATION (BARE CONDUCTORS NOT ALLOWED), RUN AS STRAIGHT AS POSSIBLE OTHERWISE BY APPLICABLE CODES. (NECESSARY CHANGES IN DIRECTION SHALL HAVE 12" RADIUS, MINIMUM) DO NOT SPLICE. WHERE METAL CONDUIT IS USE O 1 GROUND BAR 11. SLEEVES PASSING THROUGH BUILDING WALL AND FLOORS SHALL BE RIGID NON-FERROUS GROUND AS SHOWN. 2O 2 WALL MTG. BRKT.(OR FLOOR) A-6056 CONDUIT. 30 2 INSULATORS 3061-4 12. MATING SURFACES OF CONNECTORS AND GROUND BAR SHALL BE CLEANED TO A BRIGHT FINISH WITH ANTI-OXIDATION COMPOUND APPLIED BEFORE BOLTING. 40 4 5/8"-11 X 1 H.H.C.S. 3012-1 13. BOLTS, NUTS, WASHERS SHALL BE BRASS AS MANUFACTURED BY BURNDY, TYPE TMH SERIES. GROUND BAR CONNECTION DETAIL 4 5/8" LOCK WASHER 3015-8 SCALE: NONE 14. PROVIDE 1 1/2" DIAMETER BRASS DISC AT EACH EACH END GROUND CONNECTION, ATTACH TO CONDUCTOR WITH STAINLESS STEEL S HOOK AND NYLON TY-RAP. EACH DISC SHALL BE STAMPED "DO NOT DISCONNECT" ON ONE SIDE AND DESTINATION/LOCATION ON OTHER. 15. COMPRESSION LUGS, 2 HOLE (COLOR KEYED, SHALL BE MANUFACTURED BY BURNDY: WIRE SIZE CATALOG NUMBER 6 AWG YA6C-2LN 1 0 ANJG YA25L 22TC38 MAIN ROOF GROUND BARS #4/0 AWG YA28L-2TC38 750 MCM YA25L-TC38 NOT TO SCALE 16. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE AND CONTINUOUS GROUND SYSTEM IN EXTERIOR GROUND BAR TO BE GALVANIZED STEEL ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. 17. PRIOR TO INSTALLATION OF THE GROUNDING SYSTEM, THE CONTRACTOR SHALL TEST THE WATER MAIN FOR EARTH RESISTANCE, AND INFORM THE DESIGN ENGINEER AND THE CLIENT IF THE EARTH RESISTANCE IS GREATER THAN 5 OHMS. FEEDER OR BRANCH CIRCUIT CONDUIT C 3/4" CONDUIT OR SMALLER DOES NOT REQUIRE 18. BEFORE BONDING TO THE WATERPIPE, METAL OBJECTS, OR GROUND PLATES, THE SURFACE SHALL BE BONDING) TYPICAL CLEANED AND AN ANTI-OXIDANT SHALL BE APPLIED AT THE MATING SURFACES. #2/0 GROUND WIRE 19. ALL EXTERNAL GROUNDING CONNECTIONS SHALL BE MADE USING EXOTHERMIC WELDING PROCESSCONDUIT CLAMP (CADWELD) U.O.N. ALL INTERNAL CONNECTIONS SHALL BE C-CRIMP TYPE AND/OR DOUBLE-LUG INSULATED THROAT---J/ PANELBOARD HY-PRESS U.O.N. GROUND BUSHING BACKBOX 1" CONDUIT WITH LAY-IN LUG (TYPICAL) 0 CONDUIT HUB SIMILAR 20. ALL GROUNDING CONNECTIONS TO THE GROUND BAR PLATE SHALL BE MAKE WITH DOUBLE-HOLE EQUIPMENT GROUND TO T&B #3950. LONG-BARREL HY-PRESS LUGS. ' GROUND BUS WITH FEEDER OR 21. ALL METAL OBJECTS WITHIN 6 FEET OF WIRELESS EQUIPMENT CABINETS SHALL BE BONDED BRAZE TO BRANCH CIRCUIT BARE STRANDED GRO WITH A #6 STRANDED COPPER GROUND WIRE. REVIEW ALL TRADE DRAWINGS AND VERIFY THE EXTENT OF BACKBOX (TYPICAL) GROUND WIRE I GROUNDING AT PRE-BID MEETING. 22. GROUND WIRES SHALL BE ROUTED INTO THE PRIMARY CABINET AND TERMINATED. GROUND WIRES FOR GROWTH CABINETS SHALL BE WOUND FOR FUTURE USE. PROVIDE 8'-0" SLACK COIL. NOTE: 23. SIGNAL CABLE CONTRACTOR SHALL GROUND ANTENNA WIRES AT THE ANTENNA MOUNTS, AT BONDING AT JUNCTION G R 0 U N D WIRE C 0 N D U I T HUB D E TA I L AND PULLBOXES SHALL ; 3 ISSUED FOR BUILDING PERMIT 4/15/15 HORIZONTAL TO VERTICAL TRANSITIONS, AND AT CABINET ENTRY PORT. BE SIMILAR 2 ISSUED FOR CONSTRUCTION 8/4/14 i 24. UTILIZE ANDREWS GROUNDING KIT #204989 SERIES WITH DOUBLE HOLE CRIMP ON LUGS AT BOTH 1 ISSUED FOR REVIEW 7/21/14 ENDS OF GROUNDING CONNECTOR FOR GROUNDING EACH SIGNAL CABLE. SIGNAL CABLE SHALL BE GROUNDED AT EACH G ROUND BAR PLATE (BY ANTENNA SIGNAL CONTRACTOR). BONDING REQUIREMENTS AT P A N E L B O A R D No. ISSUE OR REVISION DATE 25. CONTRACTOR MUST UTILIZE PROPER SIZE "C-TAP" FITTINGS AND PROPER COMPRESSION TOOLS IN SCALE: NONE LNo use, reproduction or dissemination may be made of this drawing ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. STEEL CONDUIT and the concepts set forth without the prior written consent of OR PIPE Structural Consultin Services, P.C. Co i ht©2015 26. BONDS TO CABLE TRAY SHALL BE MADE WITH BURNDY-TYPE KC OR KZC CONNECTORS EVERY 50 FEET AND AT OPEN ENDS. 1 OR 2 HOUR RATED 3M FIRE BARRIER WALL ASSEMBLY 3M FIRE BARRIER CP-25WB+ FLOOR CLAMP P 25WB+ CAULK PROJECT TITLE 27. GROUND CONNECTORS TO ANTENNA MASTS SHALL BE MADE WITH BURNDY TYPE GAR CLAMPS. MAX. 1Y2' ANNULAR OPENING. o ! New York SMSA COMPLETELY FILL SPACE BETWEEN °. PIPE AND SHEETROCK WITH p' ' Limited Partnership 28. ALL GROUND WIRES RUN IN METALLIC CONDUITS SHALL BE BONDED AT BOTH ENDS USING A HUB Y4' BEAD AROUND PERIMETER EGRESS. n ° ; CLAMP SIMILAR TO T&B #3950. d/b/a VERIZON WIRELESS C SITE: MATTITUCK RELO 29. THE INSTALLED GROUND SYSTEM MUST BE TESTED FOR EARTH GROUND RESISTANCE AND FOR 1000 PIKE STREET CONTINUITY AFTER IT IS INSTALLED, AND WITH ANY CONNECTIONS TO OTHER GROUNDS SUCH AS WATER PIPES AND ELECTRICAL PANELS. TEST RESULTS SHALL BE FILED WITH CLIENT AS PART OF THE MATTITUCK, NY 11952 PERMANENT SITE RECORDS. DRAWING TITLE ELECTRICAL GROUNDING STEEL CONDUIT OR MINERAL WOOL PACKING NOTES AND DETAILS PIPE CONCRETE FLOOR OR WALL UL SYSTEM NUMBER F-A-1011 UL SYSTEM VN-L-1001 7/Alt:;rr,^�'` SCALE PROJECT NO. H' + AS NOTED VER0798 DRAWN BY DRAWING NO. a cc CBB FIRESTOP DETAILSLU CHECKED BY CONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECTORY" FOR DETAILS ~ ca .e. . <. , CBB DATE , 7/16/14 S STRUCTURAL C CONSULTING EQUIPMENT CABINET (TYP) S SERVICES, P.C. GROUND ALL EQUIPMENT CABINETS AND PLATFORM. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL: 203.740.7578 FAX: 203.775.5670 CADWELD TO STEEL FRAME LUG TO CABINETS #2/0 TINNED GROUND W/#2 TINNED GROUND M/E/P ENGINEER: CONNECT GROUND WIRE TO WAVEGUIDE LUG TO ENCLOSURES AND POWER TELCO BAR ANTENNA CABLE WITH ANDREW GR❑UND KIT CADWELD T❑ STEEL FRAME CAB CAB CAB CAB CAB /—GROUND IN CABINET CB BREEN ASSOCIATES, P.C. i #2/0 AWG STRANDED/INSLUATED GENERATOR STEEL CABINET SUPPP❑RT (SEE STRUCTURAL DRAWINGS) I 46 RIVERSIDE AVENUE TEL 203-866-1471 GROUND WIRE IN NON-FERROUS CONDUIT WESTPORT, CT 06880 MAIN ROOF LEVEL ALL GROUND CLIENT: CONNECTIONS TO ANTENNAS SHALL BE BY MAIN ROOF GROUND BAR #2 TINNED S❑LID GROUND WIRE TO/FROIM ANTENNAS (TYP) ANTENNA INSTALLER. ATTACHED TO SUPPORT STEEL (SEE STRUCTURAL DRAWINGS) ANTENNA C❑AXIAL CABLE UNDER PLAFORM UMM=Lq,, wireless 4 CENTEROCK ROAD WEST NYACK, NEW YORK 10994 CAD-WELD GROUND CABLE TO GROUND ROD GROUND LEVEL GROUND RISER DIAGRAM NEW 10'x5/8' COPPER GROUND ROD NO SCALE ANTENNA ANTENNA ANTENNA AN1fENNA ANTENNA SECTOR SECTOR SECTOR GPS GPS ALPHA BETA GAMMA #1 #2 GROUP A GROUNDS MAIN GROUND BAR #2/0 TO PRINCIPAL GROUND P❑INT MAIN GROUND CONDUCTOR GROUP C 3 ISSUED FOR BUILDING PERMIT 4/15/15 GROUNDS 0 0 00 0 0 2 ISSUED FOR CONSTRUCTION 8/4/14 CAD-WELD CONNECTION #2/0 GROUND WIRE 1 ISSUED FOR REVIEW 7/21/14 (TYPICAL) AIN GROUND RODS Na ISSUE OR REVISION DATE MANUFACTURED BY: NEWTON # e—NODE MODULAR MODULAR EXTERIOR EQUIPMENT CABINET POWER BATTERY BATTERY No use, reproduction or dissemination may be made of this drawing 2121530010 CABINET CELL CELL CABINET #2 CABINET #1 CABINET CABIINET CABINET (TYPICAL) and the concepts set forth without the prior written consent of Structural Consulting Services, P.C. Copyriqht@ 2015 STEEL SUPPORT FRAMING PROJECT TITLE NO. 5810, 5/8" X 10' WITH GRATING. New York SMSA COPPER CLAD GROUND ROD Limited Partnership d/b/a VERIZON WIRELESS SITE: MATTITUCK RELO 1000 PIKE STREET N❑T E S I MATTITUCK, NY 11952 1, TYPICAL FOR ANY MODULAR EQUIPMENT CONFIGURATION. 5, GROUND GROUPS ARE SEPARATED INT❑ GROUP A SUPPORT FRAME MAY BE OMITTED WITH INDOOR (ANTENNA GROUNDS), GROUP B (EQUIPMENT GROUNDS), AND DRAWING TITLE INSTALLATIONS. GROUP C (CABINET/DUNNAGE GROUNDS), GROUND ROD 2, GROUND BAR IS SPECIFIED ELSEWHERE, AND ITS 6, GROUNDS FROM RESPECTIVE GROUPS CAN BE COMBINED, 1 LOCATION IS NOTED ON THE PLANS, 7, GROUND GROUPS ARE TO BE RUN INDEPENDENT FROM GROUNDING RISER 3. USE HY-PRESS CONNECTIONS WHERE CAD-WELDING IS EACH❑THER TO THE MAIN GROUND BAR, AND DETAILS NOT FEASIBLE, 4, GROUND WIRES ARE NOT TO BE RUN ON STRUCTURE SURFACE, SUPPORT WITH APPROPRIATE CLIPS TO EQUIPMENT AND STEEL FRAMING, SEAL '� SCALE PROJECT NO. GROUNDING STANDARD DETAIL ���� ��°Z' �0 AS NOTED VER0798 — NO SCALE CO , e\ DRAWN BY DRAWING NO. CBB i CHECKED BY CBB E- 3 . 2 Tn �, DATE ®PESSO®�� 7/16/14 ZONIG DRAWNINGS �: �. , . . .waw FOR WIRELESS COMMUNICATIONS FACILITY : ; 4 EAST MA Krm"6' 10N A 6, _-__,..... 1 9245 MAIN ROAD , EAST MARION , NEW YORK 11939 ........... ......... A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 WFC PROJECT NO : 14- 10837 P. 631.689-8450 1 F. 631.689.8459 1 www.wfcaia.com At? Al INITIALISSUANCE y L TEST ISSUANCESITE INFORMA'a TION! POJECT CONTACTS DRING INDEX REVISION NO. & DATE VERIZON WIRELESS SITE NAME: EAST MARION APPLICANT: NEW YORK SMSA LIMITED PARTNERSHIP (914) 714-7371 DWG. NO. DRAWING TITLE d/b/a VERIZON WIRELESS SITE TYPE/DESCRIPTION: AT ANTENNA LEVEL: 4 CENTEROCK ROAD ARCHITECTURAL DRAWINGS 6. A INSTALL (3) ANTENNAS AND (6) DIPLEXERS WITHIN CONCEALMENT WEST NYACK, NY 10994 1r-100.00 TITLE SHEET POLE. (12) 7/8"0 ANTENNA COAX CABLES ON ICE BRIDGE. PROPERTY OWNER: EAST MARION FIRE DEPARTMENT (631) 653-6603 5P-100.00 SITE PLAN, KEY MAP AND NOTES 4/30/15 2 5/18/15 C AT GRADE: 436A MONTAUK HIGHWAY, POST OFFICE BOX 3042 A-1 00.00 ENLARGED EQUIPMENT PLAN, WEST ELEVATION AND DETAILS 4/30/15 2 5/18/15 INSTALL NEW OUTDOOR EQUIPMENT CABINETS, (3) MAIN EAST QUOGUE, NY 11924 4/30/15 2 5/18/15 DISTRIBUTION BOXES AND DIESEL GENERATOR WITH SOUND A-101.00 CANOPY FRAMING PLAN AND DETAILS 4/30/15 2 5/18/15 ENCLOSURE ATOP A NEW CONCRETE EQUIPMENT PAD WITH NEW POLE OWNER: CROWN CASTLE (518) 433-6265 A-102.00 ANTENNA AND EQUIPMENT INFO 4/30/15 2 5/18/15 WEATHER CANOPY; INSTALL (4) NEW GPS UNITS MOUNTED TO NEW 46 BROADWAY WEATHER CANOPY ALBANY, NY 12204 ANTHONY STEGAGNO ELECTRICAL DRAWINGS PROJECT LOCATION: 9245 MAIN ROAD LEASING CONTACT: SHORE 2 SHORE WIRELESS INC. (516) 557-2398 E-100.00 ELECTRICAL RISER DIAGRAM AND DETAILS 4/30/15 2 5/18/15 EAST MARION, NY 11939 KATIE JACOBS E-101.00 GROUNDING PLAN AND DETAILS 4/30/15 2 5/18/15 VZW PROJECT CODE: 2010483143 VZW LOCATION CODE: 167468 CONSTRUCTION CONTACT: KENNY UHLL (631) 236-2108 NO. DATE SUBMISSION 1 4/30/15 FOR REVIEW 2 5/18/15 ISSUED FOR FILING LATITUDE: N 41-07'41.96" (NAD 83) A/E (ENGINEER) CONTACT: NEIL A. MacDONALD, AIA, LEED AP (631) 689-8450 EXT.1 15 LONGITUDE: W 72-20' 28.73" (NAD 83) ELEVATION: 35' +/-AMSL (NGVD 29) PSEG CONTACT: SUSAN BRUCE-FEINSOD (631) 348-6044 ZONING JURISDICTION TOWN OF SOUTHOLD DISTRICT: 1000 SECTION: 31 NEW YORK ONE-CALL PROCEDURES: BLOCK: 3 * CONTRACTOR SHALL COMPLY WITH THE NEW YORK ONE-CALL PROCEDURES BEFORE ANY NO. DATE REVISION LOT(S): 11.031 EXCAVATION, DRILLING OR BORING. ZONING CLASSIFICATION: HB (HAMLET BUSINESS) & R-40 (RESIDENTIAL LOW DENSITY) 1) ALL CONTRACTORS MUST CALL 2 TO 10 WORKING DAYS PRIOR TO START OF PROJECT AND RECORD KEY PLAN: THE SERIAL NUMBER AND LIST OF NOTIFIED UTILITY OPERATORS. 2) AFTER CALLING THE CALLERS MUST WAIT THE 3 WORKING DAYS AS DESCRIBED IN NYS CODE 753 AS TO GIVE ADEQUATE TIME TO THE NOTIFIED OPERATORS TO RESPOND. 3) ALL CONTRACTORS MUST PROVIDE AS MUCH INFORMATION ON THE WORKSITE AS POSSIBLE TO THE ONE CALL CENTER. 4) IT IS SUGGESTED WHEN WORKING ON AIRPORT PROPERTY THAT THE CALLER REQUEST A SITE MEETING -e AS TO MAKE THE WORK LOCATION CLEAR TO ALL MARK-OUT CREWS. 5) IF THE PROJECT IS TO EXTEND PAST 10 WORKING DAYS IT IS HIGHLY RECOMMENDED THAT THE TICKET BE UPDATED EVERY 10 WORKING DAYS IN ORDER TO MAINTAIN MAXIMUM PROTECTION OF THE UNDERGROUND UTILITIES. LOCATION AI%P KEY iii AAP ISOTES � �� AREA OF WORK --J (DUALITY ASSURANCE A. Workmanship shall be of the highest quality and done by employees skilled in the practice of their trade. BU0 B.. All work which fails to meet the standard as herein described, shall be replaced by the Contractor, at the Contractor's sole expense, including the work of others damaged by the initial failure or the corrective repairs. C. All items of work identified on the drawings by name, note, or material designation are NEW, unless otherwise noted. �' ' wireless Las t M,i r i o n SAFETY & HEALTH PROVISIONS 4) Community Clwmh .:.1VyfST MARION A. The Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the performance of the Contract. 9245 Main F14 The Contractor shall take reasonable precautions for the safety of, and shall provide reasonable protection to prevent damage, injury or loss to employees executing the work and other persons who may be affected thereby. The Contractor shall give notices and comply with applicable laws, ordinances, rules, regulations, and lawful A orders of public authorities bearing on the safety of all persons and /or their protection from injury. The Contractor shall erect and maintain, as required by existing conditions and performance of the Contract, reasonable safeguards for safety and protection, including erecting temporary barriers, posting danger signs and other 9245 Main Ad warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent sites, spaces, and utilities. Inn 9245 MAIN ROAD Of f111 EAST MARION, NEW YORK 11939 eorlR�zea Qthnte-,�,spnn, Bed, B;. All necessary precautions shall be taken by the Contractor, throughout the course of the project, to ensure that: Ui ery and Breafa,*1 .,sed Spa for Anchor 1'ki' 1. Safe and proper ingress and egress from the site and all project areas will be maintained. TITLE: K. 2. Fire protection and life safety components within the site will be properly maintained. hdand's Hid Gntf & 3. Structural integri•ty of the concealment pole will be maintained. TITLE SHEET 4. There will be no creation of noise outside the hours of 8:00 AM to 6:00 PM unless agreed to in advance, in writing, with the property owner. 5. Site security shall be maintained in order to prevent unauthorized entry to the premises and or secured portions thereof. DATE: FEBRUARY 18, 2015 PROJECT NO: 14-10837 6. Water, Gas, Electricity, and other utilities as applicable, shall not be interrupted during construction, unless agreed to in advance, in writing, with the property owner. DRAWN BY: CPK orh, 7• The contractor shall leave the area of work clean at the end of each day. CHECKED BY: TM n's hi, SCALE: AS NOTED SITE LOCATION NORTH SITE LOCATION SCALE': 1" = 500' NORTH 146N DRAWING NO: SHEET NO: 1 OF 7 FACILITY NOTES A NEW FEATURES ARE LABELED AS SUCH; ALL ELSE EXISTING OR NEW BY OTHERS. B) THE NEW PUBLIC UTILITY WIRELESS COMMUNICATIONS FACILITY IS UNMANNED AND Puth Oliva Nesm WILL BE VISITED APPROXIMATELY ONCE A MONTH FOR MAINTENANCE PURPOSES; at Dampo THEREFORE IT IS NOT ANTICIPATED TO GENERATE ADDITIONAL NOISE, FUMES, VIBRATIONS DUST ODORS OR TRAFFIC. 11i 4.E'.T i C) NO ADDITIONAL PARKING IS REQUIRED FOR THE NEW USE, AS THIS IS AN UNMANNED SITE. 17_, D) NO SOLID OR LIQUID WASTE WILL BE PRODUCED BY THE NEW USE, AS THIS IS AN UNMANNED SITE. Comm u,1ii7 Cit Ircf1 0 WATER OR SEWAGE FACILITIES ARE REQUIRED FOR THE NEW USE. COMMERCIAL OR RETAIL SIGNS THE NEW SITE. F) THERE WILL BE NO COMMER � G) FIRE PROTECTION AND SECURITY PROVISIONS WILL INCLUDE REMOTE MONITORING G) 9245 Main A R C H I T S C T S OF THE SUBJECT SITE. ` ,, H) THE CONSTRUCTION OF THIS FACILITY 'SHALL ALSO BE IN COMPLIANCE WITH Nas 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 CHAPTER 27 OF THE BUILDING CODE OF NEW YORK STATE AND NFPA 70, FOR 39 13` • ' C2:siIt t, t;;;'; B;,J P. 631.689.8450 1 F. 631.689.8459 www.wfcaia.com ELECTRICAL WORK AND GROUNDING. �► ti0� `Z�9' . • c9 wed tBfca':f'.-.I andSpa CA 0 0000, `�--� L sari& 1) THE ANTENNA AND ANTENNA MOUNT STRUCTURAL DESIGN BY OTHERS SHALL P O - INCORPORATE CONSIDERATION OF ICING. FURTHER, THE STRUCTURAL DESIGN N. 70 ' ' a w� �xtiy• ELS ,' C` 0000 SHALL BE IN ACCORDANCE WITH CHAPTER 16, CHAPTER 17, CHAPTER 18, CHAPTER 19 AN0000 �- �� ��, 'p"N"O�c� 4 �\� D SECTION 3108 OF THE BUILDING CODE OF NEW YORK STATE. . � X1021,31 E , . / P A SE�10R r ,�y i,k s � N M , . �Vo� 65 2 ue Inn CO flfl�_ .h r o r' o� �o . • •• SUBJECT v \/ oy�'!.502 . • / -'- LOCATION OF NEW VERIZON WIRELESS EQUIPMENT AT GRADE. PROPER TY 6, REFER TO ENLARGED EQUIPMENT PLAN 2/A-100.00 • KEY MAP 2 SCALE: 1 " = 500'-0" �' . / Y NEW LEYLAND CYPRESS O O� � O� / I I 000 j ' G ` � 1 (GREEN 6' TALL) OR NO. DATE SUBMISSION S ,� EQUAL 1 4/30/15 FOR REVIEW O O • _ ` •00� 2 5/18/15 ISSUED FOR FILING 109 -2" �} 6" SOIL SAUCER FALL ZONE . ' ;.. 00 O 4" DEEP {r • Q �`'j 141 —3 � SHREDDED WOOD CHIP MULCH � �k ' A-100 • o 6 LOCATION OF EXISTING CONCEALMENT POLE 12" \ ON ALL SIDES N NO. DATE REVISION • °o �-�`(• / Fes, L51. 0\.OG• , c�9 `c9� \ \ \ KEY PLAN: , 1 ��. �y:� • � FINISHED GRADE ». IN NEW LEYLAND TREES � oe ��,�� • PLANTED AROUND NEW VERIZON GO��,EL ROLL BACK S 2� WIRELESS COMPOUND EXTENSION 6'-0" O.C. DOUBLE ALTERNATING BURLAP 1/3 ROWS. REFER TO DETAIL 3—SP-100 NOTE: BACKFILL TOPSOIL f1 SHRUBS SHALL BE SET PLUMB. REMOVE TWINE MIXTURE WITH 0-20-0 h� yAP V FROM AROUND TOP OF ROOT BALL LEAVE BURLAP FERTILIZER AT THE RATE IN PLACE, ROLL BACK 1/3 OF BURLAP (REMOVE, OF 5 LBS. PER YARD �4 UNLESS BIODEGRADABLE.) \ 4 o AREA OF WORK / GL o SA. 1 PLANTING DETAIL SCALE = N.T.S. CPO P `� Q os •. ` �`1, NOTE: 02 0 0o FVE GON \ p 1. DRAWINGS DEPICT THE INSTALLMENT OF NEW • . �v�reless c�66 ,GL ��R�E ON VERIZON WIRELESS ANTENNAS TO BE MOUNTED : o E G� PG WITHIN A CONCEALMENT POLE STRUCTURE BY 5 O�� OTHERS. CONCEALMENT POLE DESIGN, DESIGN OF J',A ALL NEW COMPONENTS AND THE EVALUATION 0 �n REPORT SHALL BE PERFORMED PRIOR TO ;. EAST MARION ODEVALUATION REPOMENCEMENT OF L WORK. DESIGN DOCUMENTS AN ,., RT SHALL BE SIGNED AND SEALED BY A NEW YORK STATE LICENSED N ti o�X "�� PROFESSIONAL ENGINEER. DOCUMENTATION FOR THIS WORK SHALL BE FILED SEPARATELY AND ,, ���0 \ .'� ^`° , V CONCURRENTLY WITH THESE DOCUMENTS. ALL SUCH 9245 MAIN ROAD y� 6,� \�� x^`' WORK SHALL BE PERFORMED BY OTHERS (NOT EAST MARION, NEW YORK 11939 •Q �C ) G _jo� �°. TITLE: m1� 898• �a �' GGJ�� SITE PLAN, z . � �h. �Q LATITUDE: N 41' 07' 41.96" (NAD 83 KEY MAP AND NOTES ' .00� ' • iso LONGITUDE: W 72' 20' 28.73" (NAD 83) y�� 35' +/— AMSL (NGVD 29) DISTRICT: 1000 DATE: FEBRUARY 18, 2015 T AREA = 3.0583 ACRES SECTION: 31 TAX BLOCK: 3 S2o �s`'O ` ' �/� �j�6•• •/OO � TAX LOTS: PROJECT NO: 14-10837 '* �O 1 1.031 DRAWN BY: CPK ZONING CLASS: HB & R-40 SITE INFORMATION NOTE: CHECKED BY: TM p � ?• '� INFORMATION SHOWN HEREIN IS BASED UPON SCALE: AS NOTED 100 ti A SURVEY DATED: MARCH 26, 2010, DONE BY DRAWING NO: ` 00 'p gam, X PECONIC SURVEYORS, P.C. AT 1230 TRAVELER 0' 15' 30' 60' O� STREET, SOUTHOLD, NY 11971, BY JOHN T. METZGER, P.E., L.S. 1"=30'-0" ® A," 00e SITE PLAN 1 SCALE = 1 /1 = 301 NORTH SHEET NO: 2 OF 7 NOTE: NEW CANOPY POST 1. CONTRACTOR SHALL ENGAGE THE SERVICES OF AN UNDERGROUND UTILITY LOCATING COMPANY TO LOCATE ALL UNDERGROUND EQUIPMENT IN THE TRENCHING AREA TO AVOID ANY DAMAGE. GALV. POST CAP f 5'-5" (AS REQUIRED) E PROVIDE 4 4 REBAR 2 TOP O • O °� 2. HAND EXCAVATE WITHIN 5' OF EXISTING UNDERGROUND UTILITIES V.I.F. MAINTAIN 18" MIN. CLEARANCE, ' , AND (2) BOTTOM 3/4 CHAMFER OR AS DIRECTED BY THE VORC. CONTRACTOR TO MAKE ALL PVC JOINTS WATERTIGHT. TEST PRIOR TO 2'—O 2'-6" BACKFILLING. ATTACH UNISTRUT TO POST WITH 3/8"0 GALV. 10 -0 x25 -0 x8 THICK POURED U-BOLTS. PROVIDE ALL NECESSARY HARDWARE. �� � /' ��CONCRETE PAD WITH HAUNCH AT 6" MATCH EXISTING GRADE CONDITION -- -- PERIMETER. M NEW GRAVEL COVER BACKFILL AT TRENCH SHALL BE PROVIDE #4 REBARS ® 12" - i O.C. EA. WAY N COMPACTED IN 12 LIFTS TO 95% DRY UNISTRUT P1000 BRACE (AS REQUIRED) 3�� \ NEW FILTER FABRIC DENSITY -., COMPACTED SUBGRADE (COMPACT IN 8" ,;: 'ar : .'; LIFTS TO 85% DRY DENSITY W X X XT X X O QO // "i`•:;S.t'; °'Cr Of cy 3"0 GALV. SCHEDULE 40 PIPE TO BE WELDED ° i i — //\//\/ 6" WIDE METAL CORE UNDERGROUND TO 12"x12"x5/8" GALV. STEEL PLATE c� p. i i I 1=1 I M _ // / WARNING TAPE PRINTED WITH "CAUTION s' " .. .x,. o Qo o \ \ o ,�_____ III—I 11- \\ �\// / i A R C � OOQ 00 I D Al°I o \ / BURIED UTILITY LINES' H I T E C T S Q 0 Q�,nO Q o //�//\/\ /�//// L 2x12 MOISTURE TREATED WOOD PLANKS Q D' III=II M I \\\\ \ \ \ \ � / PAINTED RED. NUMBER OF PLANKS AS 1/4" �I I I• I I I Ig DO 1 = — \ //\ 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 TYP. oQoo O�Q I � \\ / ///\//�//�//// �� / — REQ D FOR WIDTH OF TRENCH P. 631.689.8450 1 F. 631.689.8459 ( www.wfcaia.com +► ,I I I _ I I 1=1 .. ��\\ /\\/ �o j -r. 6 THICK LAYER OF i-— / .�� / / / —_=III=III _ I I � ED f�f� y NEW 12"x12"x5/8" GALV. STEEL PLATE I I I —III I COMPACTED SAND OR GQ'/ / I I I I III --I I I r, �`�;,nER GRAVEL BASE I—I I—I '; ': / / I I—I I—I — I—I I—I I EXPANSION BOLTED TO INEW CONCRETE PAD 1'-0" WITH (4) 3/8"0 S/S EXPANSION BOLTS (3 COMPACT EXISTING I=1 I I—III I—I I=1 I --III—III=1 I—i o GRADE TO 95% DRY EMBEDMENT) DENSITY a NEW 8" CONCRETE PAD (SEE DETAIL 3/A-102.00) (o I=I I I :; ; :•,:: •:•• =1 I I=1 I _ —I I 1=1 I 1=1 —III - . :'•::::�.:�:.::>:•' I I=— I I i—III—i I I=_ � �F % J : :: �:. , • . .: .:• :..• .t I =1 —III—III—III—III—III— PVC CONDUIT, TYP. COORDINATE N • • , ". •' '•::..:,•.. ; I III— III=III=1 I (=III=I I - TYPE, SIZE AND NUMBER OF CONDUITS WITH INFORMATION SHOWN CONSULT­ANT —III—II =III—III= ON ELECTRICAL DRAWINGS AND WITH I I• III=III III=_—III— =1 I—I I —III=1 I ELECTRIC AND TELEPHONE UTILITY 4 ff 4 4 —III III= COMPANIES TELCO/POWER PANEL RACK DETAIL CONCRETE PAD DETAIL UTILITY TRENC UNDISTURBED EARTH 3 SCALE = 3/4" = 1 '-0" 4 SCALE = 1 " = 1 '-0" � _ _ �_ WASHED SAND IN 6" LIFTS SCALE - 3/4 - 1 0 EXISTING F.D. WHIP ANTENNA ATOP POLE NO. DATE SUBMISSION 118'-0" f AGL rk 1 4/30/15 FOR REVIEW TOP OF EXISTING WHIP ANTENNA 2 5/18/15 ISSUED FOR FILING NEW VERIZON WIRELESS TELCO AND ELECTRICAL CONDUITS TRENCHED FROM EXISTING MESASPAN EXISTING AT&T ANTENNAS TO REMAIN 1 1Of-0 f AGL CABINET/NEW METER TO NEW EQUIPMENIT PANELS n TOP OF EXISTING MONOPOLE Vp EXISTING 110' HIGH RF COMPATIBLE CONCEALMENT (RFCC) NEW VERIZON WIRELESS EQUIPMENT CABINETS SET ATOP NEW N' POLE WITH (3) NEW VERIZON WIRELESS ANTENNAS AND (6) CONCRETE PAD WITH NEW WEATHER CANOPY ABOVE DIPLEXERS WITHIN 107'-0" f AGL I EXISTING METRO OF EXISTING AT&T ANTENNAS 14'-0" 6'-6" ( PCS EQUIPMENT 100'-0" f AGL AREA TOP OF VERIZON WIRELESS ANTENNA CAVITY 12'-0" 99'-6" f AGL N WIRELESS SECTOR ANTENNAS D T.O. NEW. VERIZON NO. DATE REVISION O W Q 95'-6" f AGL NEW VERIZON WIRELESS 50KW DIESEL + 1 IQ � OF NEW. VERIZON WIRELESS SECTOR ANTENNAS GENERATOR ATOP NEW CONCRETE PAD. REFERS ? ' L� x x x x x I I KEY PLAN: p W Q TO SHT. E-100.00 FOR GENERATOR INFO 90'-0" f AGL , - --- -- BOTTOM OF NEW. VERIZON WIRELESS CAVITYA" ; 'd " x NEW LEYLAND CYPRESS TREES PLANTED I I I AROUND NEW VERIZON WIRELESS ' COMPOUND EXTENSION 6'-0" O.C. V µ EXISTING T-MOBILE I I O 87'-0" f AGL DOUBLE ALTERNATING ROWS. REFER TO ' ` x EQUIPMENT AREA x I Q OF EXISTING T-MOBILE ANTENNAS DETAIL 3-SP-100 x x x x OF EXISTING METRO PCS ANTENNAS I I GENERATOR I \\ x x x x x x �1 I ti I I DIESEL I ti (4) NEW VERIZON WIRELESS GPS UNITS x �—— —— — — x L SECURED TO NEW WEATHER CANOPY r/p TA T/E TA T/E T/E TA T/E—T/E T/E T/E T/E I T/� T/E / I x x x x x AREA OF WORK (12) NEW 7/8"0 VERIZON WIRELESS ANTENNA COAX CABLES x 11° ; �° I x NEW VERIZON WIRELESS ELECTRIC METER AND ROUTED UP WITHIN THE EXISTING CONCEALMENT POLE x DISCONNECT SWITCH MOUNTED TO BACKSIDE OF I i °. BATTERY i EXISTING H-FRAME-METER BANK x I / s 1 civ i I x I EXISTING AT&T COMPOUND I A-100 0 �� MoD ' I x Lj N I E5 Z T T /� • EXISTING F.D. WHIP ANTENNA, TYP. NEW 6 -0 HIGH FENCE WITH (1) I ��, I x x I VYif e1ess 4'-0" WIDE GATE. REFER TO DETAIL 3 f A-101.00 I I I EXISTING F.D. ANTENNA CABLES TO BE RE-ROUTED THROUGH CABLE (3) NEW MAIN DISTRIBUTION BOXES EAST MARION MOUNTED TO NEW H-FRAME. REFER � ENODE I PORT ON EAST SIDE OF PORT. TO DETAIL 1/A-102.00 I , X I MDB MDB MDB 30'-0" f AGL_O_ I x x NEW ELEVATED CABLE ICE BRIDGE FOR (12) NEW 7/8"0 OF F.D. WHIP ANTENNA MOUNTS �—— — — —— — — ———�� SECTOR VERIZON WIRELESS ANTENNA COAX CABLES x x x ( x 65 9245 MAIN ROAD (4) NEW VERIZON WIRELESS GPS UNITS SECURED TO NEW NEW 6'-0" HIGH FENCE WITH 1) 4'-0" WIDE GATE - EAST MARION, NEW YORK 11939 WEATHER CANOPY I ( NEW VERIZON WIRELESS EQUIPMENT CABINETS SET ATOP 10'-6" f AGL . TITLE: NEW CONCRETE PAD WITH NEW WEATHER CANOPY ABOVEI TOP OF NEW. VERIZON WIRELESS GPS UNITS NEW ELEVATED CABLE ICE BRIDGE FOR (12) NEW 7/8"0 � VERIZON WIRELESS ANTENNA COAX CABLES g ENLARGED EQUIPMENT PLAN f AGL � WEST ELEVATION AND DETAILS NEW VERIZON WIRELESS 50KW DIESEL GENERATOR WITH TOP OF NEW. VERIZON WIRELESS WEATHER CANOPY EXISTING 110' HIGH RF COMPATIBLE CONCEALMENT SOUND ENCLOSURE ATOP NEW CONCRETE PAD (RFCC) POLE WITH (3) NEW VERIZON WIRELESS ANTENNAS AND (6) DIPLEXERS WITHIN 6'-0 f AGL DATE: FEBRUARY 18, 2015 TOP OF NEW. CHAIN LINK FENCE PROJECT NO: 14-10837 D EXISTING F.D. EQUIPMENT CABINET EXISTING ELECTRICAL TRANSFORMER DRAWN BY: 0'-0" (35' f AMSL) CPK GRADE-0- CHECKED BY: TM �J ��'�� $ PUEXISTING LLBOX BELOW AN CABINET AND TN SCALE: AS NOTED DRAWING NO: NOTE: AM 00000 WEST ELEVATION NEW PLANTINGS NOT SHOWN FOR CLARITY. of 5' 10' 20' ENLARGED EQUIPMENT PLAN Of 1'-4" 2'-8" 5'-4" 11 = _ = SCALE - 1 " - 10' ., SCALE - 3/16" 1 '-0" 3/16"=1'-0" NORTH SHEET NO: 3 OF 7 - - 10 -0 STRUCTURAL STEEL NOTES GENERAL NOTES 1. DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO LOCAL ORDINANCES, BUILDING CODE OF NEW YORK 1. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH PROVISIONS OF LOCAL, STATE, AND THE LATEST EDITIONS OF THE AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR STATE, AND FEDERAL, LAWS, ORDINANCES, AND REGULATIONS WHEREVER APPLICABLE. BUILDINGS AND THE AISI SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED MEMBERS. CONTRACTOR SHALL COORDINATE AND ARRANGE ALL THIRD PARTY SPECIAL INSPECTIONS REQUIRED UNDER NYS BC CHAPTER 17. a' 2. ALL STEEL SHALL RECEIVE ASTM A525 HOT-DIPPED GALVANIZED COATING APPLIED AT 1.25 OZ./SQ.FT. STRUCTURAL STEEL SHALL ;.' ,; .• ; 18 -0 CONFORM TO ASTM GRADE DESIGNATION A992, GRADE 50 (STANDARD STRUCTURAL SHAPES) OR A500, GRADE B (STRUCTURAL TUBING). 3. 2. EACH CONTRACTOR SHALL BE HELD TO HAVE VISITED THE SITE AND TO HAVE F GROUT FOR STEEL BASE AND BEARING PLATES SHALL BE OF A NON-METALLIC, NON-SHRINK COMPOSITION. 8'-6" 11 VERIFIED ALL EXISTING CONDITIONS PRIOR TO SUBMISSION OF BID. 4. SHOP AND FIELD CONNECTION NOT SPECIFICALLY DETAILED ON THE DRAWINGS SHALL BE WELDED OR BOLTED. ALL BEAMS TO GIRDER 3. IN ALL CASES, DRAWINGS SHALL NOT BE SCALED FOR INFORMATION. FIGURED LINE OF NEW CONC. DASHED LINE 2A3 SHEAR CONNECTIONS SHALL BE TWO-SIDED. WEB-ANGLE CONNECTIONS PER AISC SPECIFICATIONS, LATEST EDITION. EQUIPMENT PAD BELOW REPRESENTS NEW A-101 DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. CANOPY ABOVE 5. ALL WELDING SHALL COMPLY WITH THE AMERICAN WELDING SOCIETY (AWS) STRUCTURAL WELDING CODE STANDARDS. WELDING SHALL --- ------ -- -- - ----- % BE SUPERVISED AND INSPECTED BY AN APPROVED INSPECTION AGENCY AND LICENSED PROFESSIONAL ENGINEER RETAINED BY THE 4. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIELD DIMENSIONS - � "�" " . 'I . • CONTRACTOR. SAID ENGINEER SHALL FILE ALL NECESSARY INSPECTION REPORTS AND AMENDMENTS, AS REQUIRED BY LOCAL CODES WITH AND JOB CONDITIONS, AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, -IT COPIES TO THE ARCHITECT. PROVIDE A COPY OF THE WELDERS CERTIFICATION. ALL WELDING IS TO BE : : _ ..•_. "_'`'. W6 X 15 W6 X 15 I PERFORMED WITH E70XX CONFLICTS, AND/OR OMISSIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY ELECTRODES, UNLESS OTHERWISE NOTED OR REQUIRED. REMOVE ALL DIRT, GREASE, PAINT AND BURRS WITHIN 3" OF ALL WELDS. ALL BEAM m m COMPLETION OF THE WORK. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND I Y Y i SPLICES SHALL DEVELOP THE FULL STRENGTH OF THE MEMBERS BEING JOINED. CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY 6. ALL WELDS NOT SPECIFICALLY CALLED OUT ON THE DRAWING SHALL BE THE MINIMUM WELD SIZE, AS SPECIFIED BY THE AISC ARISING THEREFROM. A R C H I T E C T S MANUAL, LATEST EDITION. (SEE NOTE #10 FOR ADDITIONAL CRITERIA.) 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 5. ALL ITEMS OF WORK IDENTIFIED ON THE DRAWINGS BY NAME, NOTE, OR MATERIAL DESIGNATION ARE NEW, UNLESS OTHERWISE NOTED. P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com 7. BOLTED CONNECTIONS SHALL BE FRICTION-TYPE USING GALVANIZED HIGH-STRENGTH, 3/4" DIAMETER, A-325 BOLTS SET IN 13/16" _;-----;.,, DIAMETER HOLES, IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR STRUCTURAL JOINTS, LATEST EDITION. MINIMUM WEB CONNECTIONS) /A \ X I SHALL HAVE (2) BOLTS. 6. ALL NEW MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE `�,�� �NrEP C x x _ I MANUFACTURERS LATEST PRINTED SPECIFICATIONS, AND WITH ALL APPLICABLE CODE <v0 ` � 0 8. ALTERNATE CONNECTION DETAILS MAY BE USED IF SUCH DETAILS ARE REVIEWED AND APPROVED BY THE ARCHITECT. HOWEVER, THE REQUIREMENTS. y n\ x I _ ARCHITECT SHALL BE THE SOLE JUDGE OF ACCEPTABILITY, AND CONTRACTORS BID SHALL ANTICIPATE THE USE OF ALL DETAILS AS SHOWN x x - ( N ON THE DRAWINGS. ANY APPROVED ALTERNATE DETAIL(S) SHALL BE INCORPORATED INTO THE WORK AT NO EXTRA COST TO THE OWNER. 7. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH BEST STANDARD TRADE '� ' . i r ' - I PRACTICES. EACH TRADE SHALL COOPERATE WITH OTHER TRADES TO FACILITATE JOB =� J J J 9. CONNECTIONS SHALL BE DESIGNED FOR THE LOADS INDICATED, ON THE CONTRACT DRAWINGS. WHERE MEMBER REACTIONS ARE NOT SCHEDULING AND COMPLETION. .ib�OP SHOWN, BEAM CONNECTIONS SHALL BE DESIGNED TO SUPPORT A 'VERTICAL SHEAR EQUAL TO 50% OF THE TOTAL UNIFORM LOAD CAPACITY (3) NEW LIGHT FIXTURES ( OF THE BEAM, LATERALLY SUPPORTED, OR THE SHEAR CAPACITY OF THE WEB, WHICHEVER IS GREATER. 8. PROPRIETARY NAMES IDENTIFYING ITEMS OF WORK ARE USED TO DESIGNATE THE 0 - N 11 SECURED TO UNDERSIDE OF CANOPY, OPERATED BY NEW I I STANDARD OF CONSTRUCTION. ITEMS OF EQUAL QUALITY MAY BE SUBMITTED FOR TIMER SWITCH. SEE DETAIL ( 10. STRUCTURAL CONNECTIONS SHALL BE SNUG TIGHT IN ACCORDANCE WITH THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS THE ARCHITECTS REVIEW. CONSULTANT: 5/A-101.00 I "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", UNLESS OTHERWISE NOTED. 9. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ADJOINING m m m I 11. BOLTS IN SLIP-CRITICAL CONNECTIONS SHALL BE FULLY PRETENSIONED BY THE TURN-OF-NUT METHOD IN ACCORDANCE WITH THE REMAINING AREAS AS A RESULT OF HIS WORK, AND SHALL REPAIR DAMAGED Y Y Y i RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". SURFACES TO THEIR PRE-EXISTING CONDITIONS OR AS MAY BE REQUIRED TO W6 X 15 W6_15 O 12. ANCHOR BOLTS AL TURN-OF-NUT COMPLETE THE ENTIRE SCOPE OF THE WORK. SHALL BE TENSIONED BY THE TURN OF NUT METHOD AFTER GROUTING OF BASE PLATES. 13. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTIIWG AND/OR NON-CONFORMING MATERIALS OR CONDITIONS SHALL BE 10. ALTERATIONS TO EXISTING WORK SHALL BE PATCHED AND FINISHED, AS REPORTED TO THE OWNER AND THE ARCHITECT PRIOR TO REMEDIAL ACTION. ANY SUCH ACTION SHALL REQUIRE THE ARCHITECT'S NECESSARY, TO MATCH EXISTING CONTIGUOUS SURFACES OR NEW FINISHES SHOWN. 2A12A2 APPROVAL, AND THE CONTRACTOR WILL BE FULLY RESPONSIBLE FOR ALL CORRECTIVE MEASURES AT NO ADDITIONAL EXPENSE TO THE -10 A-101 OWNER. 11. AT THE COMPLETION OF EACH WORKDAY, EACH TRADE SHALL BE RESPONSIBLE A-101 FOR CLEANING UP THEIR WORK. RUBBISH REMOVAL SHALL BE DONE IN A DUST 14. THE CONTRACTOR SHALL SUBMIT 24x36 SHOP DRAWINGS FOR STRUCTURAL STEEL AND METAL GRATING FOR REVIEW BY THE 3"0 GALV. STEEL COLUMN INHIBITIVE FASHION, AND THE JOB SITE SHALL BE FREE OF ALL DEBRIS AND BROOM WITH 6"x6"x1/2" GALV. STL. ARCHITECT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS, AND ASSUME FULL RESPONSIBILITY FOR CLEAN UPON COMPLETION. BASE AND CAP PLATES, TYP. DIMENSIONAL CORRECTNESS AND FIT. NO STRUCTURAL DRAWINGS ARE TO BE REPRODUCED FOR USE AS SHOP DRAWINGS. CONTRACTOR NO. DATE SUBMISSION DENOTES SPAN OF 22 GA. 3" OF (3 ) ON CONC. PAD SHALL REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR THE LOCATION OF MISCELLANEOUS OPENINGS AND RECESSES. 12. CLEAN ALL FLOORS, WALLS, DOORS, MISC., GLASS, ETC. LEAVING JOB FREE OF 1 4/30/15 FOR REVIEW GALV. STEEL ROOF DECK, TYPE NS 15. TEMPORARY BRACING SHALL BE INTRODUCED WHEREVER NECESSARY, TO ACCOMMODATE ALL LOADS WHICH THE STRUCTURE MAY BE DUST AND DEBRIS, PRIOR TO PROJECT COMPLETION. 2 5/18/15 ISSUED FOR FILING AS MANUFACTURED BY UNITED SUBJECTED TO DURING CONSTRUCTION, INCLUDING ANY EQUIPMENT' AND THE OPERATIONS OF SAME. SUCH BRACING SHALL BE DESIGNED STEEL DECK OR APPROVED EQUAL. AND INSTALLED BY THE CONTRACTOR, SHALL BE LEFT IN PLACE AS LONG AS REQUIRED( FOR SAFETY, AND THEN REMOVED UPON 13. EXISTING EQUIPMENT AND MATERIALS TO BE REMOVED, WHICH ARE NOT FASTEN DECK TO STEEL WITH #12 COMPLETION OF PERMANENT INSTALLATION(S). REQUIRED TO BE RELOCATED OR RETAINED BY THE OWNER, SHALL BECOME THE S.S. OR GALV. STEEL SELF DRILLING TEK SCREWS @ 8" O.C. MAX. 16. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE PROPERTY OF THE CONTRACTOR AND REMOVED FROM THE PREMISES. CONTRACTOR SHALL BE RESPONSIBLE TO CHECK AND COORDINATE DIMENSIONS, CLEARANCES, ETC. WITH THE WORK OF OTHER TRADES. THE TRADE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS, COOPERATE WITH OTHER TRADES, PROVIDE A COMPLETE JOB, AND TAKE CARE 14. INDICATIONS OF WORK TO BE REMOVED ARE GENERAL ONLY, AND ARE NOT THAT GOOD WORKMANSHIP PREVAILS DURING ERECTION OF STRUCTURAL FRAME. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO INTENDED TO SHOW ALL ITEMS WHICH MAY REQUIRE REMOVAL. SUCH ITEMS SHALL THE ARCHITECT. 0' 1'-4" 2'-8" BE REMOVED, RELOCATED, AND/OR REINSTALLED, AS REQUIRED FOR INSTALLATION CANOPY FRAMING PLAN 17. ALL STEEL WORK SHALL BE COMPLETED PRIOR TO SETTING THE EQUIPMENT CABINETS OR EQUIPMENT SHELTER. OF NEW WORK. 1 SCALE = 3/8" = 1 '-0" 3/8" = 1'-0" NORTH 18. TOUCH-UP FOR GALVANIZED COATING SHALL BE COLD-APPLIED GALVANIZED PAINT IN ACCORDANCE WITH FS TT-P-645. 15. ALL CONCRETE USED FOR ON-SITE CONSTRUCTION SHALL BE AIR ENTRAINED, MINIMUM 4,000 PSI AT 28 DAYS, AIR ENTRAINED FROM 4% TO 5%. NO. DATE REVISION 4'-0" 1 5/8" O.D. TOP KEY PLAN: RAIL LIGHTING FIXTURE SCHEDULE PROVIDE ALIGN - f9'-0" G�_ -- DIAGONAL MIICROFLECT 8509 PIPE HEAD THROUGH MFG. & CAT. N0. FIX. WATT LAMP TYPE NO.LAMP FINISH MOUNTING/HT. ` O TOP OF NEW BRACES AS BOLTED TO MOUNTING PIPE BELOW. VERIFY WATT a WEATHER CANOPY r REQUIRED, TYP. + � �� i + EXACT HT. IN FIELD. RAB LIGHTING •, i NEW 1-1/2" 20 GA. TYPE i + TENSION BAR. 150 PAR-38 1 GRAY SURFACE MTD. +J 'B' iGALV. ROOF DECK. TACK L___ MIICROFLECT B502 GRATING TYPE CABLE H101 B Ile WELD TO NEW SUPPORTING + BRIDGE CHANNEL SECURE TO PIPE HEAD STEEL 1 LATCH WITH MOUNT WITH MANUF. RECOMMENDED O O NEW GALV. STEEL W6x15 1 PADLOCKING HARDWARE. PROVISIONS. O O LL: L3x3x1/4" BRACING AT ANTENNA CABLES ROUTED ALONG ICE BRIDGE O O 1/4" UNDERSIDE OF DECK 1'-6" 2" DIA. GATE UTILIZING MICROFLECT B502 TAP IN INSERTS O NEW 6"x6"x1/2" GALV. STEEL o FRAME. 3//8" S/S THREADED ROD, B1910 CROSS AND O O PLATE SECURED TO NEW WAVEGUIDE CUSHION HANGER ASSEMBLIES. 17.8 cm ! 51 " 5 $ co W6x 15 WITH (4) 3/4"0 A325 O O NOTE: 14 3 cm BOLTS, TYP. 2" DIA. BRACE ALL LIGHTS TOlt r' i NEW' 3"0 GALV. STEEL w (TYP). ADJUSTMENT BOLTS. BE FULLY 1 AREA OF WORK / 00 > SHIELDED AS 4 `� COLUMN WELDED TO NEW z REQUIRED BY L 3 X 3 X GALV. Q MI�CROFLECT B130 3 1 2" GALV STEEL SCH 40 w `t > 1/2" THICK BASE PLATE � / THE TOWN OF � STL. ANGLE 3" O.D. GATES PIPE MOUNT SET IN CONCRETE BASE AS SOUTHHOLD � POSTS. INDICATED. SEE MANUFACTURERS > �� NEW' 6"x6"x1/2" GALV. STEEL (1) 3/4"0 A325 BOLT. SPECIFICATIONS FOR RECOMMENDED SPACING. `N PLATE SECURED TO NEW TYP. N 1/4" CON C. PAD WITH (4) 1/2"0 / 1 5 8" O.D. WATERPROOF SEALANT `j Z HILTII KWIK BOLT II EXPANSION 3/8" TAB WELDED TO BOTTOM RAIL 3° ! - ANCHORS (3-1/2" MIN. POST/BEAM (TENSION WIRE 3,/4" CHAMFER 7.6cm ��//, J �+�+ N EMD ED.), TYP. OF (4) PLATES OPTIONAL). Vforflzi, V V l re es . I I. 1'-0"0 SONOTUBE I I I . ) CONTRACTOR SHALL TRIM SONOTUBE .;.� -FORMED CONCRETE I ..•I I J DOWN TO GRADE AFTER CONCRETE z FOOTINGS. I .. I I I FENCE FABRIC SHALL BE HAS CURED. NEW' VERIZON WIRELESS m I '1 1 I o GALVANIZED STEEL MESH 9 EQUIPMENT PAD _ I , .I la ) l sI I. ° I a in I <I I'�-PAINT PORTIONS OF I. 11., 1 GAUGE WITH 2 OPENINGS. PAINT PORTIONS OF POST TO BE VERTICAL SECTION Al TYP. KNEE BRACE A3 I POST TO BE EMBEDDED FENCE POSTS SHALL BE 2 EMBEDDED IN CONCRETE WITH %\\/\\ /\\ EAST MARION IN CONCRETE WITH 1/4" OUTSIDE DIAMETER. CUT-BACK ASPHALT PAINT, TYPICAL. \\\/\\ \/�� OUTDOOR LIGHT FIXTURE DETAIL . I CUT-BACK ASPHALT GALVANIZED STEEL, SCHEDULE �// // 5 PAINT, TYPICAL. U. I 40. TOP AND BOTTOM RAILS \\\ \` " L_ ° J SHALL BE 1 5/8" OUTSIDE POURED CONCRETE FOOTING, SET PIPE SCALE = 1 = 1 -0 DIAMETER SCHEDULE 40. MOUNT AS INDICATED WITHIN. FENCE POSTS SHALL BE CONTRACTOR TO 'DE-WATER' TRENCH AS i\\ //\ NEW 1-1/2" 20 GA. TYPE 'B' NEW VERIZON WIRELESS 1 -0 a \/\ GALV. ROOF DECK 9245 MAIN ROAD EQUIPMENT PAD 4" THK. LAYER OF 3/4" STONE OR SPACED A MAXIMUM OF REQUIRED DURING INSTALLATION OF \\ •a \ _ 10'-0" INCHES ON CENTER. CONCRETE TO ENSURE PROPER EAST MARION, NEW YORK 11939 GRAVEL. INSTALLATION STRENGTH. /\j . \/ NEW GALV. STEEL W6x15 1 5/8 BOTTOM RAIL. CHAIN LINK FENCE SYSTEM \\ d° /\\ NEW 3"0 GALV. STEEL MIRASCAPE FILTER FABRIC TYP. WITH PERMAHEADGE VISION / a \//�`� 9 -O COLUMN WELDED TO NEW BLOCKING/ ANTI CLIMB SLATS UNDISTURBED EARTH. \\ ° . //\ T.O. CANOPY TITLE: 1' 1/2" THICK BASE PLATE 4 STONE OR GRAVEL. \/ . CA e CANOPY FRAMING PLAN 6" 12? b SONOTUBE FORMED % 4 ' /� AND DETAILS 1/4" 2x6 PRESSURE � \j� \ }-Etl CONCRETE BASE. P-1000 UNISTRUT SECURED TO NEW NEW 6"x6"x1/2" GALV. STEEL TREATED LUMBER SET � a ° /� W6x15 GALV. STEEL WITH 3/8"0 S/S /\�� I I ��\ \\ \� HARDWARE, TYP. PLATE SECURED TO NEW 12" OUTSIDE OF NEW \� " .I I. �\ DATE: FEBRUARY 18, 2015 C° T CONIC. PAD WITH (4) 1/2"0 FENCE LINE. i// •a - - - ® HILTI KWIK BOLT II EXPANSION �/ FURNISH AND INSTALL SWING NOTE: \\\�\ ° \/\\ PROJECT NO: 14-10837 ANCHORS 3-1 2" MIN. 1'-0"O SONOTUBE FORMED '1 I: GATE AND ALL NECESSARY PROVIDE A MINIMUM OF 2 /// TYPICAL UNISTRUT ( / ( ) \\ \ \\ \\ \\ \\ \ \\% DRAWN BY: 1" EMDIED. , TYP. OF 4 PLATES CONCRETE FOOTINGS. \�� 1 I. HARDWARE AND STIFFENERS SUPPORT POSTS PER TRAY SECTION. �/\ \/\/\/\/ /\/ CPK ( ) 4 . REQUIRED TO PROVIDE A ��/ // //\ \\, \��\\� 3/8 GALV. STEEL HARDWARE PRESSURE TREATED \ � » OTE: CHECKED BY: TM PLAN AT CANOPY POST 'A2' WOOD STAKE AT 4' O.C. \� COMPLETE CHAIN LINK GATE 2 UNISTRUT P1000 TO BE HIGH ANDREWS SNAP-IN CLIPS SCALE: AS NOTED INSTALLATION. STRENGTH HOT-DIPPED 7 NEW CONCRETE FOOTING. \��� � GALVANIZED. NEW CABLES VERIZON WIRELESS ANTENNA DRAWING NO: CANOPY POST DETAILS CHAIN LINK FENCE DETAIL EQUIPMENT ICE BRIDGE DETAILCABLE/ CONDUIT SUPPORT AT CANOPY AM 10 000 G SHEET NO: 4 OF 7 = 1 1 2" = 1 '-0" SCALE = 1 " 2 =1 '-0"3 4 SCALE = 1 " = 1 '-0" V 1 SCALE SCALE = 1 1 2" _ '- " / � / 0 777, CROSSBAND COUPLER MANUFACTURER: RFS MODEL: FD9R6004 1 C-3L F ' O O 9'-0` : TOP OF CANOPY 1.5 OUTDOOR CABINETS NEW x:s' 5.8" ALCATEL-LUCENT LIGHTRADIO , CABINET " 9712 OUTDOOR CABINET ., 2 2-7/8- PIPES (3 O.D.) FULLY WELDED TO BASE PLATE - FRONT000 ' g3: Lo CUT TO REQUIRED LENGTH I HYBRIFLEX FOR ALPHA, BETA N ji PLAN VIEW ; 3/8" DIA FLAT AND GAMMA SECTORS EXTEND TWO (2) 3" EMT NOTES: WW ASHER CONDUITS FROM TOP OF FRONT VIEW SIDE VIEW BATF (TYP)8" DIA U—BOLT 3 3/8" DIA TROUGH AND TERMINATE AT 1. ALL RAYCAP MAIN DISTRIBUTION BOXES / ) U—BOLTS TO BE SIZED ACCORDING ANTENNA NUT CANOPY CEILING CABLE SHALL BE MOUNTED AT 48" A.F.F. PIPE DIAMETER PROPOSED RAYCAP MAIN MOUNTING MEASURED AT THE CENTER OF THE UNIT. ;i DISTRIBUTION BOXES MOUNTED TO NO OBSTRUCTIONS DIRECTLY ABOVE THE SHELTER INTERIOR WALL. (NUMBER DISTRIBUTION BOX SO THAT THE COVER CONTRACTOR PROVIDED AND X33 -Y OF MAIN DISTRIBUTION BOXES CAN BE REMOVED. 2'-2' 2,-6 2,-2" SUBJECT TO CHANGE BASED ON d PROPOSED PIPE SPECIFIC SITE REQUIREMENTS) INSTALLED (NEMA 1) 2. ALL UNISTRUT (1-5/8" DEEP) SHALL 2'-4 1/2' 10"X10"X18" TROUGH MOUNTED BE SIZED TO ACCOMMODATE BOTH CONCEALMENT POLE STRUCTURE A R c H I T E C T S ON SHELTER WALL CONDUIT INSTALLS, 12" MINIMUM. (2) GALV. STEEL PIPE CLAMPS PLAN VIEW 3. ALL HARDWARE SHALL BE STAINLESS STEEL. riA a 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 1-5/8" HORIZONTAL EXTEND THREE (3) 3" EMT P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com UNISTRUT, PART #P1000T ATTACHED TO CONDUITS FROM TOP OF 4. REMOVE TWO (2) 2-1/2" BLACK 2'-4 1/2` 2'-5 1/2" PROPOSED PIPES, TROUGH AND TERMINATE AT HYBRIFLEX CABLE COMPRESSION FITTINGS ° CUT TO REQUIRED LENGTH BOTTOM OF UPPER TROUGH SUPPLIED WITH THE RAYCAP BOX AND I I sc'= ° U �i (TYP FOR 2) INSTALL TWO (2) 2-1/2EMT b CONNECTORS AND BUSHINGS BETWEENm:'a<i:r° ;•.: O ° PROVIDE TWO 2 2-1 2 GRS THE RAYCAP BOX AND THE TOP NEW DIPLEXER SECURED TO °i 00 00 6' MIN 6' MIN NIPPLES AND M ERS HUBS TROUGH' CONCEALMENT POLIS 2' v_� BETWEEN THE RAYCAP BOX AND 5. EXTEND #2AWG INSULATED, STRANDED, STRUCTURE v THE TOP OF THE EXTERIOR COPPER CONDUCTOR, BOLTED FROM BASE 8'>> "Y'' zz" TROUGH. (TYP. FOR 6) ;, AND BOND TO GROUND RONG. `o `o "k. 6. PULL STRING SHALL BE TERMINATED a w o m INSIDE OF SHELTER AND TROUGH BOX �O% a HYBRIFLEX, POWER AND FIBER FOR ALU USE. O{ N CONTRACTOR PROVIDED AND -� UNISTRUT CAP (TYP) Jim— INSTALLED WEATHERPROOF ° ° (NEMA 3R) 10"X10"X6'-0" CONSULTANT: TROUGH MOUNTED ON UNISTRUT FRONT SIDE ELEV FRONT SIDE ELEV REAR ELEV CONCRETE PAD ELEV ELEV COMPACT COMPACT 2,432 LBS. CABINET CABINET CABINET 3/16" T 8"X8"x1/2" BASE PLATE EXTEND #2AWG INSULATED, STACKED SACKED STACKED BOLTED TO CONC. SLAB TYP. ELEVATION STRANDED, COPPER CONDUCTOR 180KG 180KG 180KG AND BOND TO GROUND RING 1/2" DIA BOLT (TYP FOR 4 PER BASE PLATE) 7 HORIZONTAL UNISTRUT, PART 6 CIRCUIT # P1000T ATTACHED TO #1 PROPOSED PIPES, CUT TO REQUIRED LENGTH (TYP FOR 4) NO. DATE SUBMISSION (2) 2-7/8" PIPES (3" O.D.) 1 4/30/15 FOR REVIEW FULLY WELDED TO BASE PLATE 2 5/18/15 ISSUED FOR FILING CUT TO REQUIRED LENGTH -V c O I M CONTRACTOR PROVIDED AND INSTALLED 1/2" DIA BOLT WEATHERPROOF (TYP FOR 4 PER BASE PLATE) (NEMA 3R) O 0"X10"X6 —0" TROUGH MOUNTED ON TYPICAL MAIN DISTRIBUTION BOX MOUNTING AT GRADE 8"X8'�XBDLTEDATO PLATE CONC. UNISTRUT DIPLEXER DETAIL BATTER CABINET DETAIL 9712 ENODE EQUIPMENT CABINET DETAIL &cALE = N A SIDE VIEW (:2 3 , „ 4 „ , / SCALE - N.T.S. SCALE = 1/2 = 1 -0 SCALE = 1/2 = 1 -0 NO. DATE REVISION KEY PLAN: ANTENNA MANUFACTURER: AMPHENOL GPS MANUFACTURER: PCTEL EXISTING RF COMPATIBLE ANTENNA NOTES 4-Lines 1 Antenna MODEL NO.: CWWX063X25G00 (700/AWS/PCS) MODEL NO.: GPS-TMG-HR-26N CONCEALMENT POLE BY OTHERS CABLE: SECTORS - 7/8" DIA. CABLE (UP TO 100') 12.0" �7 1" � O 100'-0"f AGL SECTORS - 1 1/4" DIA. CABLE (UP TO 200') .63 LBS/FT. 'I 'I SECTORS - 1 5/8" DIA. CABLE (201' OR GREATER) .70 LBS/FT. 3.2" ®.T.O. ANTENNA CAVITY ° ° ° GPS - SHELTER MECH DOWN CABLES / CABLE 700/850-PCSIAWS - TYPE No. TYPE WEIGHT AZIMUTH TILT DPLXR ANTENNA LENGTHS • �o ,j,99'-6"± AGL LTE/PCS/AWS Al CWWX063X25G00 41.0 LBS. 65' 0' Y (4) 7/8" 160' - b T.O. OF NEW VERIZON WIRELESS000 SECTOR ANTENNASx x " a �y4 LTE/PCS/AWS B1 CWWX063X25G00 41.0 LBS. 228' 0' Y (4) 7/8" 160' AREA OF WORKAl / EXISTING REMOVABLE COVER FOR LTE/PCS/AWS G1 CWWX063X25G00 41.0 LBS. 342' 3' Y (4) 7/8" 160' ' - ANTENNAS r GPS UNIT 06 06 UNITS: GPS-1 GPS-TMG-HR-26N 0.6 LBS. CANOPY (1) 1/2" - °' °' GPS-2 GPS-TMG-HR-26N 0.6 LBS. CANOPY (1) 1/2" sr GPS-3 GPS-TMG-HR-26N 0.6 LBS. CANOPY (1) 1/2" • � OUTwireless 95'-6"f AGL "oGPS 6 LBS l -4 GPS-TMG-HR-26N 0. . CANOPY (1) 1/2" OF NEW VERIZON WIRELESS o SECTOR ANTENNAS DiPi NOTES: PA PA 1. ALL INDICATIONS OF NORTH ARE FOR REFERENCE ONLY CONTRACTOR TO VERIFY IN FIELD EAST MARION TRUE NORTH PRIOR TO SECTOR ANTENNA INSTALLATION. (3) NEW VERIZON WIRELESS 12.0 ANTENNAS AND MOUNTING 2. PROVIDE DOWNTILT AND MOUNTING BRACKETS FOR MOUNTING UP TO A 3-1/2" O.D. GALV. ' BRACKETS (TYP.) STEEL PIPE. THE MODEL NUMBERS FOR THE RESPECTIVE ANTENNAS EMPLOYED ON THIS - -- • --' • --- • -- • --- -- » .-- » -- . ••--• • PROJECT ARE -919011 9245 MAIN ROAD EAST MARION, NEW YORK 11939 (6) NEW DIPLEXERS SECURED TO 3. INSTALL GPS UNITS AS INDICATED. ANTENNA MOUNTING HARDWARE AS RECOMMENDED BY FRONT VIEW SIDE VIEW TOP VIEW EXISTING ANTENNA MOUNTING MANUF. VERIFY EXACT MOUNTING LOCATIONS WITH VERIZON WIRELESS RF ENGINEER. POLE (TYP.) NOTE: ANTENNA MODELS ARE SUBJECT TO CHANGE, BASED TITLE: 4. ADHERE TO MANUFACTURES MINIMUM BENDING RADIUS AND RECOMMENDATIONS FOR ANTENNA _UPON AVAILABILITY AT THE TIME OF APPROVAL CABLE INSTALLATION (TYPICAL FOR ALL ANTENNA CABLES) ANTENNA AND EQUIPMENT INFO FSA PA 5. ALL CABLE LENGTHS MUST BE V.I.F. TAG BOTH ENDS OF ALL TRANSMISSION LINES WITH 90'-0"f AGL o 0 o BRASS TAGS DENOTING COLOR CODE AND SECTOR. ATE: FEBRUARY 18, 2017 B.O. EXISTING ANTENNA CAVITY PROJECT NO: 14-10837 6. PATCH, REPAIR AND RESTORE ANY AREA WHICH IS AFFECTED BY INSTALLATION OF ANY ITEMS WITHIN THE SCOPE OF WORK WITH NEW MATERIALS TO MATCH, ALIGN AND BE CONTIGUOUS DRAWN BY: CPK WITH EXISTING SURROUNDING SURFACES CHECKED BY: TM LTE-?C LTµ-A44'"� t�• c SCALE: AS NOTED �?AP#s_ F#�AlAE F�AV1� DRAWING NO: ANTENNA MOUNT DETAIL ANTENNA INFO AM 41 02oOO- SHEET NO: 5 OF 7 SCALE = N.T.S. SCALE = N/A .•,ti'y 3'-2-5/16" .k 8 • • • o • 8 • o • o o • '�\ � ` ` ,. '.e y: O s • Epi;•,;4; :tw,;�;.1ti s ' `.��,fe�r ��:9'�'r �.;E. LEGEND I M .t F, 3 O GALVANIZED STEEL GROUND BAR BY ELECTRIC AM R C H I T E C T S MOTION COMPANY INSULATED GROUND BAR 124 TECHNOLOGY DRIVE, SETAUKET, NY 11733 ° • ® , �, 2 5 0 02 (2) WALL MOUNTING BRACKETS (ADD SUFFIX BIM) o o P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com ° 5 (3) (2) INSULATORS (ADD SUFFIX BI) ------- ° 0 0 w w 0 • > o ° ° ® #2 AWG SOLID OR STRANDED COPPER WIRE t -- O o ° BOND TO GROUND BAR ROUTE IN DOWNWARD 0 i I ° 0 1 DIRECTION TO WATER SERVICE ENTRANCE PIPE '. �. .._. 00 a0 0 0 ° OR BUILDING STEEL. � .,� ;��• .�.�� ��., o e O O O 1. FOR TWO HOLE LUGS W/ SPACING �� 00 OTHER THAN THE PRE—DRILLED, C `i'`� �/ THE CONTRACTOR SHALL DRILL THE / BAR IN THE FIELD. FULL SIZE BOLTS SHALL BE USED TO ATTACH CONSULTANT: LUGS TO THE GROUND BAR. 210 GAL. O 210 GAL. O 1 210 GAL, FUEL TANK FUEL TANK N FUEL TANK N 8'-5 1/16' REAR VIEW (INTAKE) SIDE VIEW FRONT VIEW NOTES: 1. APPROXIMATE WEIGHT: 1920 LBS. (DOES NOT INCLUDE DIESEL TANK OR ENCLOSURE) 2. FUEL TANK: UL LISTED DOUBLE WALL WITH 125% CONTAINMENT NO. DATE SUBMISSION 3. FUEL TANK CAPACITY: 210 GALLONS 4. ENCLOSURE: LEVEL 3. 190 MPH WIND RATED 1 4/30/15 FOR REVIEW 2 5/18/15 ISSUED FOR FILING MODEL NUMBER MTU 4RO113 DS50 &GENERATOR DETAIL GROUND BAR DETAIL SCALE = N.T.S. SCALE = N.T.S. VERIZON WIRELESS EQUIPMENT COMPOUND :::: NOTE E1 NO. DATE REVISION NOTE E3 50KW DIESEL ENGINE DRIVEN GENERATOR NOTE E4 WITH WEATHERPROOF HOUSING INSTALLED KEY PLAN: H—FRAME ATOP CONCRETE PAD. GENERATOR SHALL H—FRAME ° ° (EXISTING) BE FURNISHED BY VERIZON WIRELESS AND INSTALLED & WIRED BY THE (NEW) T& CONTRACTOR.13 O 200 200 T MOBI E O GRADE 13 LKI NOTE E7 �s . . .• .• '. • _ NOTE E2 NOTE E6 CONTROL EXISTING PANEL CB PSEGLI J 1—PHASE NOTE E 4 TRANSFORMER E5 EXTERIOR GRADE \\� . ' •. • / AREA OF WORK / 10 \\ \/ \\/\%%�\��\�%���\\ ELECTRICAL INSPECTION CONDUIT WIRE LEGEND ELECTRICAL NOTES w�re� / \ E' \\ / / /PROTECT THREADED AREA \ �ag \/\/ DAMAGE DURING �\ E1 120/208V, 10, 3W WEATHERPROOF MULTI—METER ASSEMBLY (EXISTING) SHALL BE USED TO �\��\FROM AND AFTER INSTALLATION THE ELECTRICAL CONTRACTOR SHALL PROVIDE A CERTIFICATE OF EXISTING PRIMARY CONDUIT/CABLE SHALL BE LOCATED AND FEED THE VERIZON WIRELESS EQUIPMENT CABINETS. ELECTRICAL INSPECTION FOR THE WORK FROM AN APPROVED PROTECTED DURING CONSTRUCTION. / \/ \ \/� /�/\\� \/ /\ ELECTRICAL INSPECTION AGENCY AND PAY ALL ASSOCIATED FEES. E2 NEW 225A SINGLE METER STACK WITH 2O0AMP CIRCUIT BREAKER AND ONE METER SOCKET IN A CADWELD/ \ / B EXISTING SECONDARY CONDUIT CABLE SHALL BE LOCATED AND NEMA 3R ENCLOSURE. MATCH EXISTING METER STACK MANUFACTURER. 200 AMPERE 2 POLE \ / \\/\ / /���/ \�\�\\/ O PROTECTED DURING CONSTRUCTION. CIRCUIT BREAKER SHALL BE LABELED "VERIZON WIRELESS". EAST MARION / \\ \\\/ \ \\ \ /\\ GROUND\ R G\\ O 2-1/2" SCHEDULE 80 PVC CONDUIT WITH 3—#4/0 + 1 — #2 E3 COORDINATE WITH PSEGLI TO SET A 200 AMP, SINGLE PHASE METER IN ACCORDANCE WITH #2 qWG \\� GROUND BETWEEN THE EXISTING MULTI—METER CENTER AND THE PSEGLI'S STANDARDS. LABEL METER PAN "VERIZON WIRELESS". �/��/��\ MAIN CIRCUIT BREAKER IN THE INTEGRATED SERVICE PANEL. (ISP) GROUND ROD 3 UTILITY NOTE E4 INTEGRATED SERVICE PANEL ISP FURNISHED BY VERIZON WIRELESS AND INSTALLED BY THE D 2-1/2" SCHEDULE 80 PVC CONDUIT WITH 3—#4/0 + 1 _ CONTRACTOR. THE ISP SHALL CONTAIN 200 AMPERE UTILITY AND EMERGENCY CIRCUIT COPPERWELD /4"i\ O LI BREAKERS BREAK BEFORE MAKE AUTOMATIC TRANSFER SWITCH AND 42 POLE PANELBOARD ALL 9245 MAIN ROAD X 10'-0" LONG / GROUND RUN 24" BELOW GRADE BETWEEN THE GENERATOR LINE ' / / \ /�, / THE TRANSFER SWITCH IS A BREAK BEFORE MAKE DEVICE UTILIZING HOUSED IN A NEMA 3R ENCLOSURE. ISP SHALL BE UL LISTED AND SHALL HAVE A "SUITABLE EAST MARION NEW YORK 11939 \/ \/ \\/ AN ASCO 300 ATS UL 1008 LISTED INTERNAL TO AN INTEGRATED CIRCUIT BREAKER AND EMERGENCY CIRCUIT BREAKER IN THE FOR USE AS SERVICE EQUIPMENT" LABEL. MINIMUM INTERRUPTING CAPACITY SHALL BE 22,000 I SERVICE PANEL (UL891LISTED). ) (INTEGRATED SERVICE PANEL. SEE NOTE E7. AMPERES FULLY RATED. CONTRACTOR SHALL COORDINATE WITH PSEGLI TO DETERMINE THE E 112 — #14 (2 FOR GENERATOR START SIGNAL + 10 SPARES) RUN IN TITLE: ACTUAL AVAILABLE FAULT CURRENT AT THE POINT OF CONNECTION AND NOTIFY THE ENGINEER IF 3/4" SCHEDULE 80 PVC CONDUIT BURIED 24" BELOW GRADE THE SPECIFIED 22,000 AIC IS NOT ADEQUATE. ELECTRICAL RISER DIAGRAM BETWEEN THE GENERATOR CONTROL PANEL AND THE AUTOMATIC E5 GROUND THE INTEGRATED SERVICE PANEL PER ARTICLE 250.32 OF THE NATIONAL ELECTRICAL AND DETAILS\ / CODE. PROVIDE A #6 AWG COPPER GROUND WIRE AND 3/4 X 10 GROUND RODS (2 REQUIRED). MAXIMUM RESISTANCE TO GROUND SHALL BE 5 OHMS. PROVIDE AND INSTALL O 4 — #10 + 1 — #10 GROUND RUN IN 3/4" SCHEDULE 80 PVC ADDITIONAL GROUND RODS NOT LESS THAN 6' APART TO MEET MINIMUM GROUND RESISTANCE CONDUIT BURIED 24" BELOW GRADE BETWEEN THE WEATHERPROOF AS REQUIRED. CONTRACTOR SHALL TERMINATE THE GROUNDING ELECTRODE AT THE GROUND DATE: FEBRUARY 18, 2015 JUNCTION BOX WITHIN THE GENERATOR HOUSING AND TWO 20 BUS WITHIN THE ISP AND ENSURE THAT THE SYSTEM BONDING JUMPER HAS BEEN REMOVED. AMPERE CB'S IN THE INTEGRATED SERVICE PANEL. PROJECT NO: 14-10837 E6 PROVIDE AND INSTALL A WEATHERPROOF JUNCTION BOX WITHIN THE GENERATOR ENCLOSURE CONTAINING TWO 20A, 120V CIRCUITS. ONE CIRCUIT SHALL BE DEDICATED TO THE BLOCK DRAWN BY: CPK HEATER AND THE OTHER CIRCUIT SHALL BE USED FOR THE BATTERY CHARGER. EXTEND THE CHECKED BY: TM CIRCUITS TO THE TERMINAL STRIP WITHIN THE GENERATOR CONTROL PANEL USING FLEXIBLE CONDUIT. SCALE: AS NOTED E7 EMERGENCY FEEDER DESIGN IS BASED ON A 50KW GENERATOR PROVIDED WITH A 200A TRIP DRAWING NO: LINE SIDE CIRCUIT BREAKER. THE ELECTRICAL CONTRACTOR SHALL INSPECT THE DELIVERED GROUNDING ROD 00000 GENERATOR AND NOTIFY THE ENGINEER IMMEDIATELY IF THE UNIT IS PROVIDED WITH A LINE SIDE 3 ELECTRICAL RISER DIAGRAM CIRCUIT BREAKER LARGER THAN 200 AMPERES. SCALE = N.T.S. SCALE = N.T.S. SHEET NO: 6 OF 7 kG ,.;gym .. ':�:�•;:'� GROUNDING KEY NOTES ` OMASTER GROUND BAR (MGB) - GALVANIZED STEEL GROUND BAR BY ELECTRIC MOTION A COMPANY WITH INSULATORS X x x x 2 0 AWG GREEN INSULATED SOLID OR STRANDED COPPER WIRE FROM MASTER GROUND '. TYPICAL VERIZON # / • WIRELESS ANTENNA O BAR TO EXTERIOR GROUND RING (EGR). <„'• x (SEE 6/A-102 FOR #2 AWG GREEN INSULATED SOLID OR STRANDED COPPER WIRE EQUIPMENT GROUND BUSS W TYPE) OC TO (MGB), ALONG EQUIPMENT LINE AS INDICATED. \ ANTENNA MOUNTING #6 AWG GREEN INSULATED STRANDED COPPER WIRE FROM EQUIPMENT TO EQUIPMENT PIPE AND RELATED OD GROUND BUSS. � ' x HARDWARE ,`.., ;."• `". `�';;: �;. ��;:.,£)� ;. x I I I GENERATOR I ( #2 AWG SOLID TINNED COPPER WIRE EXTERIOR GROUND RING (EGR) BURIED 42" BELOW ,{ E,', ` DIESEL \ E GRADE, CONNECTED TO GROUND RODS THAT ARE INCORPORATED INTO THE EXTERIOR I O GROUND RING. ALL CONNECTIONS ARE TO BE CAD WELDED AND SPRAYED WITH I I COLD-GALVANIZED PAINT. A R C H I T E C T S x x \ 0 #2 AWG SOLID TINNED COPPER WIRE FROM UNISTRUT FRAME (ELEC/TELCO RACK) TO EGR. 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 TOWER GROUND BAR (TGB) P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com #6 AWG STRANDED GREEN THWN INSULATED COPPER WIRE BOND JUMPERS AT ALL ICE RIDGE CONNECTIONS. ° I ODER �f ° a �• .gyp.• ,., BATTERY I . O #2 AWG SOLID TINNED COPPER WIRE FROM CANOPY CONDUIT SUPPORT TO MGB. F I I x ¢ <„ �c :-A SECTOR II O SECTOR ANTENNA GROUND BAR. (SAGB) ONE BAR PER SECTOR. x r-------e K 1 II e TYIP OK COAXIAL GROUND KIT (CGK) DO NOT INSTALL ON BENDS. f ' �� MOD ii I ii x G.Gg4 O M 1/2"0 COAXIAL OL #2 AWG SOLID TINNED COPPER WIRE FROM MESA SPAN CABINET TO EGR. r JUMPERS z i I I I TYIP #6 AWG STRANDED GREEN THWN INSULATED COPPER WIRE FROM EACH CGK TO SECTOR CONSULTANT: I � 1IN Lu `\�� 0 MOD , I . x L x II ��ry i I TYIP ANTENNA GROUND BAR (SAGB). J ON #2 AWG SOLID TINNED COPPER WIRE FROM EACH GPS CGK TO SAGB. ° i • BATTERY ( D �.P o 0 SAGB)GROOUTEDTTON TINNED COPPER GROUND BARR(TYPICAL SECTOR ANTENNA GROUND BAR P 5R8" X 10'-0'” LONG BCOPP R CLAD STEEL VERTICAL ,GROUND ROD BURIED 42" BELOW FIN / ENODE O CE NOT MORE THAN 15 & NOT LESS THAN 6 APART FROM x ADJACENT GROUND RODS. TYP ANTENNA COAXIAL CABLE TO ( II MDB MDB MDB I H COMMUNICATION EQUIPMENT O 5/8" X 10'-0" KONG COPPER CLAD STEEL VERTICAL GROUND ROD IN INSPECTION TEST WWELL BURIED 42 BELOW FIN GRADE, TYP. OF (2). (SEE DETAIL 3, THIS SHEET) x GROUND) LEAD TO MASTER GROUND) BAR # 6 AWG STRANDED GREEN THWN INSULATED COPPER WIRE FROM COAXIAL GROUND KITS NO. DATE SUBMISSION -j O (CGK) AT BASE OF TOWER TO TGB. (TYP FOR EACH CABLE.) 1 4/30/15 FOR REVIEW dx xx xx B NOTE: 2 5/18/15 ISSUED FOR FILING NOTE: EXCAVATE BY HAND FOR THE CONNECTIONS TO O # 2 AWG SOLID TINNED COPPER WIRE FROM NEW TGB AT CANOPY CONDIUT SUPPORT TO A TOWER GROUND RING. THIS DETAIL DEPICTS GENERAL GROUNDING E THE EXISTING TOWER GROUND RING TO ENSURE METHODOLOGY FOR TYP. ANTENNA INSTALLATIONS, THAT SAID GROUND RING AND GROUND LEADS 0 O # 2/0 AWG SOLID TINNED COPPER WIRE FROM MONOPOLE GROUND LUGS TO MONOPOLE SEE ARCHITECTURAL DRAWINGS FOR SPECIFIC OTHER CARRIERS ARE NOT DAMAGED GROUND RING (TGR). (TYP OF 2) ANTENNA MOUNTING O # 2/0 AWG SOLID TINNED COPPER WIRE MONOPOLE GROUND RING (TGR) BURIED 42" MIN. BELOW GRADE, CONNECTED TO GROUND RODS THAT ARE INCORPORATED INTO TGR. ALL CONNECTIONS ARE TO BE CAD WELDED AND SPRAYED WITH COLD-GALVANIZED PAINT. ® GROUNDING SYSTEM CONNECTIONS O V 2SAWG)SOLID TINNED COPPER WIRE FROM GENERATOR ENCLOSURE TO GROUND RING 0' 4' g' O COPPER GROUND RODS O # 2 AWG SOLID TINNED COPPER WIRE AT CANOPY CORNER POST TO EGR (TYP) GROUNDING PLAN NORTH 0 COPPER GROUND ROD IN TEST WELL Y #2 AWG SOLID TINNED COPPER WIRE FROM NEW GAS METER TO EGR. 1 � O SCALE = 1/4"=1 '-0" 1/4" = 1'-0" NO. DATE REVISION KEY PLAN: GROUNDING NOTES 1. ALL GROUNDING SHALL COMPLY WITH THE MOST RECENT REQUIREMENTS OF 12. ALL ANTENNA MOUNTING HARDWARE TO BE GROUNDED TO APPROPRIATE ANTENNA GROUND BARS. NEC ARTICLES 250 AND 810 AND VERIZON WIRELESS STANDARD NOTES AND 0 SPECIFICATIONS LATEST VERSION . 13. ALL ABOVE GROUND CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS AND CORROSION (6) CAST IRON FLANGE AND ( ) COVER WITH WORD 'GROUND' d. 2• ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION MONTHS AFTER INSTALLATION AND EVERY (12) MONTHS THEREAFTER CAST INTO COVER. \�� AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. IT IS NOT 14. FOR DISSIMILAR METALS, USE CONDUCTORS WITH THE PROPER BIMETALLIC TRANSITION CONNECTOR THE INTENT OF THE DRAWINGS AND SPECIFICATIONS TO DEPICT EVERY PIECE OF BETWEEN THE TWO. EQUIPMENT AND DETAIL BUT RATHER TO SHOW SYSTEMS TO BE INSTALLED. INSPECTION HAND HOLE /\��/j���/����/jo 15. METALLIC CONDUIT SURROUNDING GROUNDING CONDUCTORS SHALL BE GROUNDED IN ASSEMBLY PROVIDE SYSTEMS WITH ALL APPURTENANT EQUIPMENT OR COMPONENTS, ACCORDANCE WITH NEC ARTICLE 820-40(A)5. PROVIDE GROUND JUMPER FROM BONDING BUSHING WHETHER SHOWN OR NOT, TO MAKE A COMPLETE OPERATIONAL SYSTEM IN //� ���/ COMPLIANCE WITH THE CRITERIA SET FORTH. TO NEAREST BAR USING # 2 WIRE AND OZ-GEDNEY TYPE HBLG BUSHINGS. \�/\\�j/\\��i\��j/\��i 3. RESISTANCE TO GROUND SHALL BE 10 OHMS OR LESS, MAX. CONTRACTOR GRADE SECTOR ALPHA SECTOR BETA SECTOR GAMMAW� , - SHALL EMPLOY A GROUNDING EVALUATION COMPANY SUCH AS D&H AN MOUNTS DEVELOPMENT (515-461-2969) OR EQUAL. NOTIFY VERIZON WIRELESS ANT/MOUNTS T/ ANT/MOUNTS PROJECT MANAGER IF THERE ARE ANY SITE SOIL/RESISTANCE CONDITIONS GPS / /\\ / / / \�\/_ \\/ \\/ \\\ AREA OF WORK / THAT MAY PRECLUDE OR HAMPER A PROPER AND COMPLIANT GROUNDING K ANTENNA K ANTENNA CGK K ANTENNA \\ �/ \/ / /\\\//\\\//\\\/ SYSTEM INSTALLATION. GROUNDING ARRANGEMENT SHALL BE TESTED FOR SUPPORTS SUPPORTS SUPPORTS \\ \\ \\\i\i\\\i/ COMPLIANCE WITH THE SPECIFIED CRITERIA. SUBMIT AN INDEPENDENT FALL OF GK'S CGK'S K CGK S // / / / / POTENTIAL TEST REPORT. SHOULD THE (CRITERIA NOT BE MET, CONTRACTOR P (TYP.) (TYP.) TYP (TYP-) � SHALL COORDINATE ALL ENHANCEMENT WITH THE VERIZON WIRELESS PROJECT L /���//��\ GROUND MANAGER PRIOR TO THE COMMENCEMENT OF SUCH ENHANCEMENT WORK. M TEST LOOP \ \ 4. FOR GROUNDING OF PREFABRICATED EQUIPMENT SHELTER, SEE SHELTER OJ SECTOR A GND BAR O GN TOR B SECTOR G DO N > O GND BAR TO THREADS D WELD MANUFACTURERS DRAWINGS AND SPECIFICATIONS. 5. SEE GROUNDING SCHEMATIC FOR ANTENNA GROUNDING REQUIREMENTS. CABLE TO ROD CAD 6. ALL CONNECTIONS ARE TO BE MADE T0, BARE METAL. THOROUGHLY PREPARE WELDED 0 , a�, wireless CONTACT SURFACES TO ENSURE A PROPER CONNECTION (LE FILE PAINTED I I , � w� AREAS). PROVIDE COATING OF AN ANTIOXIDANT COMPOUND (NO-OX OR EQUAL) 11d, E !! II ON CONTACT SURFACES OF ALL CONNECTIONS. ALL BELOW GROUND TOP OF MONOPOLE SECTOR SECTOR SECTOR CONNECTIONS AND EXTERIOR CONNECTIONS TO EQUIPMENT SHALL BE CAD ALPHA BETA GAMMA WELDED AND SPRAYED WITH COLD-GALVANIZED PAINT. ABOVE GROUND BOTTOM OF MONOPOLE ! E � CONNECTIONS SHALL BE CAD WELDED, GROUND LUG, OR COMPRESSION FITTED. CGK'S K CGK S K CGK'S GROUND ROD COPPERWELD 11 I EAST MARION FOR GROUND LUG, USE STAINLESS STEEL HARDWARE CONSISTING OF TWO HOLE 3/4"0 X 10'-0" LONG LONG BARREL LUGS WITH A LOCK WASHER THAT SHALL BE PLACED ON THE NUT. NOTE: GO MONOPOLE GND BAR 7. ALL METAL OBJECTS WITHIN 6' SHALL BE GROUNDED BACK TO THE EQUIPMENT AT&T GROUNDING SIMILAR. #2 AWG SOLID TINNED GROUND RING WITH #2 AWG INSULATED SOLID TINNED COPPER WIRE. T s EXTERIOR GROUND RING o 8• ALL BENDS, CURVES, AND CONDUCTOR SPLICES SHALL BE TOWARDS THE U V CLEAN SAND FILL 9245 MAIN ROAD GROUND LOCATION (GROUNDED END) OF THE CONDUCTOR AND SHALL MEET OR H \ EXCEED MINIMUM BENDING RADII. GROUNDING CONDUCTORS #6 AND LARGER OP Q EXISTING `� EAST MARION, NEW YORK 11939 SHALL HAVE A MINIMUM BENDING RADIUS OF 12 SECTOR ALPHA SECTOR BETA SECTOR GAMMA _ CoN EALMENT 0 E GROUNDING CONDUCTORS #6 ANT CABLES ANT CABLES ANT CABLES OTE: AND SMALLER SHALL HAVE A MINIMUM BENDING RADIUS OF 8". - ELEC/TELCO RACK ICE BRIDGE INSPECTION HAND HOLE :"�"i.``. . ''.;. ' ".. .'•.\ \ MULTIPLE NOTE 2 & 3 MAY BE PRECAST 9. UNLESS OTHERWISE NOTED, GROUNDING CONDUCTORS SHALL BE: O O KO GROUND CONCRETE OR PVC AND �' : :' • \ TITLE: A. BETWEEN EXTERIOR ITEMS AND BARS AND FROM SECTOR ANTENNA GROUND CGK'S CGK'S CGK'S RODS EQUIP F SHALL BE A MINIMUM OF :.. BARS TO TOWER GROUND BAR, #2 SOLID, TINNED, COPPER CABS, 12" I.D.X36" DEEP. :.':: �i •' GROUNDING PLAN AND INFO -7B. BETWEEN GROUND KITS & BARS - #6 STRANDED GREEN G D TYP ._ THWN INSULATED COPPER GENERATOR C. EXTERIOR GROUND RING - 2 0 CONTINUOUS SOLID, C # / DATE: FEBRUARY 18, 2015 TINNED, COPPER • PROJECT NO: 14-10837 10. GPS TRANSMISSION LINES SHALL HAVE AT LEAST (1) GROUND KIT INSTALLED AT DRAWN BY: CPK THE WAVE GUIDE ENTRANCE PORT. MASTER GROUND BARO CHECKED BY: TM 11. PROVIDE ALL NECESSARY GROUNDING KITS AND HARDWARE AS REQUIRED. (SEE VERIZON CONDUITS (SEE CONC. PAD SCALE: AS NOTED WIRELESS ENGINEERING STANDARDS (LATEST VERSION) FOR ADDITIONAL GROUNDING GROUNDING NOTE #15) INFORMATION AND SPECIFICATIONS). B yy DRAWING NO: TYPICAL GROUNDING SCHEMATIC MULTIPLE P Q E 2 GROUND GROUND ROD TrIIIM!III m A4 0 A" 000 EST WELL SCALE = NTS RODS = SCALE = 1 ' = 1 '-0" SHEET NO: 7 OF 7