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Home My WebLink AboutApproved Site Plan t .. ... ., ' '^:'�":I��CC.t;'aa�'�:•'' ;',:"°'."•.A; .. CONSTRUCTION DOCUMENTS FOR WIRELESS COMMUNICATIONS FACILITY.• µ. it N "EA T M A I N F 7 7t - aa,..' 7si.a t, 9245 MAIN ROAD, EAST aEw .ja:re LJ YORK e1,t'.. .. 4 A R C H I T E C T S WFC PROJECT N 14- 10837 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 P. 631.689.8450 F. 631.689.8459 www.wfcaia.com L) /A x? INFORMATION PROJECT INITIAL ISSUACENLATEST ISSUANCESITE CONT CTS INDEX REVISION NO. & DATE i �'�✓�� 1�� VERIZON WIRELESS SITE NAME: EAST MARION APPLICANT: NEW YORK SMSA LIMITED PARTNERSHIP (914) 714-7371 DWG. NO. DRAWING TITLE rte ' d/b/a VERIZON WIRELESS SITE TYPE/DESCRIPTION: AT ANTENNA LEVEL: 4 CENTEROCK ROAD j ARCHITECTURAL DRAWINGS INSTALL (3) ANTENNAS AND (6) DIPLEXERS WITHIN CONCEALMENT WEST NYACK, NY 10994 ti y 15 00 TITLE SHEET 4/30/ 3 9/23/15 ,� ��'� POLE. (12) 7/8'(7J ANTENNA COAX CABLES ON ICE BRIDGE. T-100. PROPERTY OWNER: EAST MARION FIRE DEPARTMENT (631) 653-6603 SP-100.00 SITE PLAN, KEY MAP AND NOTES 4/30/15 3 9/23/15 AT 436A MONTAUK HIGHWAY, POST OFFICE BOX 3042 GRADE: INSTALL NEW OUTDOOR EQUIPMENT CABINETS, (3) MAIN EAST QUOGUE, NY 11924 ' A-100.00 ENLARGED EQUIPMENT PLAN,WEST ELEVATION AND DETAILS 4/30/15 3 9/23/15 IN DISTRIBUTION BOXES AND DIESEL GENERATOR WITH SOUND A-101.00 CANOPY FRAMING PLAN AND DETAILS 4/30/15 3 9/23/15 CONSULTANT: ENCLOSURE ATOP A NEW CONCRETE EQUIPMENT PAD WITH NEW WEATHER CANOPY; INSTALL (4) NEW GPS UNITS MOUNTED TO NEW POLE OWNER: CROWN CASTLE (518) 433-6265 { A-102.00 ANTENNA AND EQUIPMENT INFO 4/30/15 3 9/23/15 WEATHER CANOPY 46 BROADWAY ALBANY, NY 12204 ELECTRICAL DRAWINGS ANTHONY STEGAGNO PROJECT LOCATION: 9245 MAIN ROAD LEASING CONTACT: SHORE 2 SHORE WIRELESS INC. (516) 557-2398 3 E-100.00 ELECTRICAL RISER DIAGRAM AND DETAILS 4/30/15 3 9/23/15 EAST MARION, NY 11939 KATIE JACOBS E-101.00 GROUNDING PLAN AND DETAILS 4/30/15 3 9/23/15 : VZW PROJECT CODE: 2010483143 VZW LOCATION CODE: 167468 CONSTRUCTION CONTACT: KENNY UHLL (631) 236-2108 NO. DATE SUBMISSION LATITUDE: N 410 07'41.96" (NAD 83) 1 4/30/15 FOR REVIEW A/E (ENGINEER) CONTACT: NEIL A. MacDONALD,AIA, LEED AP (631) 689-8450 EXT.115 LONGITUDE: W 72°20'28.73" (NAD 83) 2 5/18/15 ISSUED FOR FILING 3 9/23/15 ISSUED FOR FILING 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 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 THE SERIAL NUMBER AND LIST OF NOTIFIED UTILITY OPERATORS. NO. DATE REVISION 2) AFTER CALLING THE CALLERS MUST WAIT THE 3 WORKING DAYS AS DESCRIBED IN NYS CODE 753 AS KEY PLAN: TO GIVE ADEQUATE TIME TO THE NOTIFIED OPERATORS TO RESPOND. THE UNDERSIGNED,PURSUANT TO SOUTHOLD TOWN CODE SECTION 3 ALL CONTRACTORS MUST PROVIDE AS MUCH INFORMATION ON THE WORKSITE AS POSSIBLE TO THE 2ArP.73-131(1),ACKNOWLEDGES THAT THE CONDITIONS OF THE SITE PLAN UOILSMEFO RTII L1ITlil PF$pL�]j SON OF APPI?OVi1L Dr�TED ONE CALL CENTER. noARE ACCEPTED(SEE CQND ONS ON RESOLUTION). 4) IT IS SUGGESTED WHEN WORKING ON AIRPORT PROPERTY THAT THE CALLER REQUEST A SITE MEETING pL WZ — RE a AS TO MAKE THE WORK LOCATION CLEAR TO ALL MARK-OUT CREWS. 1 , 5) IF THE PROJECT IS TO EXTEND PAST 10 WORKING DAYS IT IS HIGHLY 'LAS AU IiORTITLE - -pArE°/ r ,• r,�► RECOMMENDED THAT THE TICKET BE UPDATED EVERY 10 WORKING DAYS IN ORDER TO MAINTAIN MAXIMUM PROTECTION OF THE UNDERGROUND UTILITIES. ar Atyl'M 1l� X T01i'N OT,.SO1JTIt0 PLAA:NP.�G BOARD 1 Z��4 CH .1RPEttSON S1GNATl'RE ZI "" ATE NOTE:The approved site development plan sh2l'be valid for a period of eighteen(I8jr �► C*onths from the date of approval as per code section nO6.13M r o� LOCATION NOTES AREA OF WORK / QUALITY ASSURANCE A. Workmanship shall be of the highest quality and done by employees skilled in the practice of their trade. 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 n,£gf; damaged by the initial failure or the corrective repairs. P C. All items of work identified on the drawings by name, note, or material designation are NEW, unless otherwise noted. ��iwireless U_s t ain€it`s ( mrr i=Y Church SAFETY & HEALTH PROVISIONS p C� C� C� �� EAST MARION 9245 A. The Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the performance of the Contract. teaaei�d �� 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 015 . _� g OCT 1 � 2 'w� °g�' f work and other persons who may be affected thereby. The Contractor shall give notices and comply with applicable laws, ordinances, rules, regulations, and lawful ate. �{3iK ist aFgC}�Cii :%s, �,�. .^ �� '-' f ,++y 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 Southold Town J �� y conditions and performance of the Contract, reasonable safeguards for safety and protection, including erecting temporary barriers, posting danger signs and other Planning Board 923 f�ltrt warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent sites, spaces,and utilities. ,.� g g P g 9 Y g Y g 1 P 9245 MAIN ROAD a erdpr By 13 e qqy EAST MARION NEW YORK 11939 .' B. All necessary precautions shall be taken by the Contractor, throughout the course of the project, to ensure that: and Breakfast -seri spa � 1 or;,,��Anchor - 1. Safe and proper ingress and egress from the site and all project areas will be maintained. TITLE: z £° 2. Fire protection and life safety components within the site will be properly maintained. ., P Y P P P Y 3. Structural integrity 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. A� "� ' ,r��. `'�''°"� ''�@•:;g - 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 The Blaze Inn .— "°Y 1 ort1�Fork 7• The contractor shall leave the area of work clean at the end of each da CHECKED BY: TM y. SCALE: AS NOTED NORTH ' SITE LOCATION SCALE: = SOO� NORTH 0 U U 0 � DRAWING NO: SITE LOCATION SHEET NO: 1 OF 7 . °�^ ZONING TABLEs � `��{ yrytt3X ✓.3: �e i,V5 }',�. ;f�.t .o�,.t ARTICLE IV. LOW-DENSITY RESIDENTIAL R-40 DISTRICT REQUIRED PROPOSED I' ,r. v< 'reg Dam Po, 4 /7 §280-18 MAXIMUM HEIGHT: 35' / 2-1/2 STORIES 9' CANOPY (COMPOUND) i. §280-18 FRONT YARD: 50' 354'-6" (COMPOUND) _ §280-18 SIDE YARDS: 15 FEET �r ; ' 141 —3f1 (COMPOUND) ;4 s;r; .; =.; Farr al�rir�n ;:; ��,::. �'. .•.,,,',� :`�'�,.:',::t;��``., §280-18 AGGREGATE SIDE YARDS: 35' 165'-6" (COMPOUND) Com nuoity 01-ircl y. §280-18 REAR YARD: 50 85 —7 (COMPOUND) do tiS 1f 1 F 280-70.4 FENCES: _ { § MAX. 6 6 6 (COMPOUND) X,NIF ANTHONY LEKAKIS �a 9245 Win' X�� A R C H I T E C T S � USE:RESIDENTIAL VACANT LAND � ZONED:R-40 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 N� 13' / • • •�� t 11 f Y ' ,r=, is P B P. 631.6889_8450 1 F. 631.689.8459 1 www.wfcaia.com W < ��9 24� • • • a� C r42i'.1£,�1�in SPS � O / / ` X,� rtaG R 1,q . 74 ° 13� E • / TCR 2 HA SEC � NT 1 . • � ' oo AQP Y am N/F o . • 0 65' \ ' CHERYL L BONDARCHLICK M •� ti\`; N c USE: 1 FAMILY RESIDENCE ZONED:R-40 \ t;rm I°�'? ` " CONSULTANT: �o oma, • , SUIBA T APPROVED BY o~ . / LOCATION OF NEW VERIZON WIRELESS EQUIPMENT AT GRADE. PR®(�� `�'� PLANNING BOARD 1.�G�02 • / \ O REFER TO ENLARGED EQUIPMENT PLAN 2/A-100.00 TOWN OF SOUTIOLD / KEY MAP DATE SCALE: 1 " = 500'-0" sd� N6�/ N/F • O G NEW LEYLAND CYPRESS NO. DATE SUBMISSION p WHITE SWAN EMLLC • • I 00 > t ) cjv USE: 1 FAMILY RESIDENCE EQUAL(GREEN 6 TALL) OR t 1 4/30/15 FOR REVIEW Zia BOO \ ZONED:R-40 . „. •Off, 2 5/18/15 ISSUED FOR FILING ( ' ° 11 3 9/23/15 ISSUED FOR FILING ' 1090-2$3o� 6 SOIL SAUCER �M, s FALL ZONE ( 0 Q 5 \ O 4" DEEP • ;r ,$ } 141'-3" SHREDDED WOOD I • � � —� \ CHIP MULCH M 1�P�01 LOCATION OF EXIT.TING CONCEALMENT RdDOE CONCEALMENT POLE 12" \ ON ALL SIDES • \ �° •��, O "X NO. DATE REVISION • °s Z S G. ,v� 234 X11 a `�� \ \ i KEY PLAN: M 1 ��L• 5 FINISHED GRADE ti6A A. ' BOJ co \ \ NEW LEYLAND CYPRESS TREES _ _ / ` \ \ /\\/ //\\// ,�' GEA TRAKIS&GEORGEKORTOSALOXIS NIF PLANTED AROUND PROPOSED oo�°R� N/F ROLL BACK \/ / / / VERIZON WIRELESS COMPOUND /��//�//�//�/��//� USE:RURAL RESIDENTIAL EXTENSION 6'-0" O.C. DOUBLE / ZONED:R-40 EASTERN BREEZES R.E. \ BURLAP 1 3 ALTERNATING ROWS. REFER TO USE: 1 FAMILY RESIDENCE b ZONED:R-40 BACKFILL TOPSOIL DETAIL 3/A—SP-10 NOTE: SHRUBS SHALL BE SET PLUMB. REMOVE TWINE MIXTURE WITH THE RA GR � P� ` FROM AROUND TOP OF ROOT BALL LEAVE BURLAP FERTILIZER AT THE RATE ti G� P IN PLACE, ROLL BACK 1/3 OF BURLAP (REMOVE, LBS. PER YARD �y4 P, S� ZrLS j UNLESS BIODEGRADABLE.) AREA OF WORK / �, PLANTING DETAIL J010• v s / SCALE = N.T.S. 00 P �� oo F•� PSP / NOTE: � 6°'G �O FGON \ D� / 1. DRAWINGS DEPICT THE INSTALLMENT OF • 6 E� N . wireless S PROPOSED VERIZON WIRELESS ANTENNAS TO BE MOUNTED WITHIN A CONCEALMENT POLE STRUCTURE 5�0 0� o� •• BY OTHERS. CONCEALMENT POLE DESIGN, DESIGN OF FACILITY NOTES + \ \ ALL PROPOSED COMPONENTS AND THE p o. � EVALUATION A) PROPOSED FEATURES ARE LABELED AS SUCH; ALL ELSE EXISTING OR PROPOSED BY OTHERS. �y•. REPORT SHALL BE PERFORMED PRIOR TO E C ��--�"� EAST MARION � O COMMENCEMENT OF ALL WORK. DESIGN DOCUMENTS D L `VJ B) THE PROPOSED PUBLIC UTILITY WIRELESS COMMUNICATIONS FACILITY IS UNMANNED �' ,� 68'' \ o� AND EVALUATION REPORT SHALL BE SIGNED AND AND WILL BE VISITED APPROXIMATELY ONCE A MONTH FOR MAINTENANCE • �� \ �� `pQ P o, SEALED BY A PROPOSED YORK STATE LICENSED T 1 2015 PURPOSES; THEREFORE IT IS NOT ANTICIPATED TO GENERATE ADDITIONAL NOISE, 0 Q,� �� G FUMES, VIBRATIONS, DUST, ODORS OR TRAFFIC. �y !v S x� / ��` PROFESSIONAL ENGINEER. DOCUMENTATION FOR 4'.(3 THIS WORK SHALL BE FILED SEPARATELY AND Southold Town C) NO ADDITIONAL PARKING IS REQUIRED FOR THE PROPOSED USE, AS THIS IS AN � \ �` ^° CONCURRENTLY WITH THESE DOCUMENTS. ALL SUCH Planning Board 9245 MAIN ROAD UNMANNED SITE. �j • �' ,� \�0 //�` X�� WORK SHALL BE PERFORMED BY OTHERS (NOT EAST MARION, NEW YORK 11939 D) NO SOLID OR LIQUID WASTE WILL BE PRODUCED BY THE PROPOSED USE, AS C�'� � � �� ♦'�� WFC). THIS IS AN UNMANNED SITE. N/F �Q�• Qo` \ SYLVIA M. DALEY �o E) NO WATER OR SEWAGE FACILITIES ARE REQUIRED FOR THE PROPOSED USE. USE: 1 FAMILYRESIDENCE ` s9 0 �o TITLE: F) THERE WILL BE NO COMMERCIAL OR RETAIL SIGNS THE PROPOSED SITE. ZONED:R-40 X� s 4� GGJ�� ``cSITE PLAN, G) FIRE PROTECTION AND SECURITY PROVISIONS WILL INCLUDE REMOTE MONITORING •' 0 LATITUDE: N 41° 07' 41.96" (NAD 83) KEY MAP AND NOTES ,p0 so LONGITUDE: W 72. 20' 28.73" (NAD 83) OF THE SUBJECT SITE. N D S65°�g38 �y G� 35' +/— AMSL (NGVD 29) H) THE CONSTRUCTION OF THIS FACILITY SHALL ALSO BE IN COMPLIANCE WITH u • • �> oo� DISTRICT: 1000 CHAPTER 27 OF THE BUILDING CODE OF PROPOSED YORK STATE AND NFPA 70, -0 S2° �� AREA — 3.0583 ACRES SECTION: 31 DATE: FEBRUARY 18, 2015 i O TAX BLOCK: 3 PROJECT NO: 14-10837 FOR ELECTRICAL WORK AND GROUNDING. � .� 06,3 \ /O X O% 6 •00`x' TAX LOTS: 11.031 THE ANTENNA AND ANTENNA MOUNT STRUCTURAL DESIGN BY OTHERS SHALL K: O0 ZONING CLASS: HB & R-40 DRAWN BY: CPK INCORPORATE CONSIDERATION OF ICING. FURTHER, THE STRUCTURAL DESIGN SHALL BE IN ACCORDANCE WITH CHAPTER 16, CHAPTER 17, CHAPTER 18, mho • ` SITE INFORMATION NOTE: CHECKED BY: TM CHAPTER 19 AND SECTION 3108 OF THE BUILDING CODE OF PROPOSED YORK —{ ,�` �' SCALE: AS NOTED STATE. � `V�q� 7 INFORMATION SHOWN HEREIN IS BASED UPON C N/F `<-� 00g X�ti A SURVEY DATED: MARCH 26, 2010, DONE BY DRAWING NO: E.M. WAR MEMORIAL ASSOC. cSs 3 0 15 30 60 ' A"M 0 0 0 ,0� 0 PECONIC SURVEYORS, P.C. AT 1230 TRAVELER z0 USE:RESIDENCE �� STREET, SOUTHOLD, NY 11971, BY JOHN T. ZONED:HB METZGER, P.E., L.S. P'=30'-011 SITE PLAN 1 1 SCALE - 1 " - 30� NORTH SHEET NO: 2 of 7 171 NOTE: NEW CANOPY POST 1. CONTRACTOR SHALL ENGAGE THE SERVICES OF AN UNDERGROUND UTILITY LOCATING COMPANY TO LOCATE GALV. POST CAP ALL UNDERGROUND EQUIPMENT IN THE TRENCHING AREA TO AVOID ANY DAMAGE. t 5'-5" (AS REQUIRED) 3: PROVIDE (4) #4 REBAR, (2) TOPAri 2 BOTTOM 3/4" CHAMFER 2. HAND EXCAVATE WITHIN 5 OF EXISTING UNDERGROUND UTILITIES (V.I.F.) MAINTAIN 18 MIN. CLEARANCE, AND O '" �`�� .,;`, s•..., ._,_:�. . OR AS DIRECTED BY THE VORC. CONTRACTOR TO MAKE ALL PVC JOINTS WATERTIGHT. TEST PRIOR TO ;:�: :;,: • =:>�-a:�' �.:��." :.,.' 2'-0" 2'-6" T WITH 3/8"0 GALV. BACKFILLING. ATTACH UNISTRUT TO POS10'-0"x25'-0"x8" THICK POURED %- U—BOLTS. PROVIDE ALL NECESSARY HARDWARE. CONCRETE PAD WITH HAUNCH AT A4) 'OUR" 6 MATCH EXISTING GRADE CONDITION i�t PERIMETER. NEW GRAVEL COVER — BACKFILL AT TRENCH SHALL BEPROVIDE #4 REBARS 0 12"O.C. EA. WAYCOMPACTED IN 12 LIFTS TO 95% DRYUNISTRUT P1000 BRACE (AS REQUIRED) 3NEW FILTER FABRIC DENSITYr ,,: '�y COMPACTED SUBGRADE (COMPACT IN 8" / LIFTS TO 85% DRY DENSITY , ' o w — x x x-- XT— .x �I O // s'• in; LLJ 00 t> it 3 O GALV. SCHEDULE 40 PIPE TO BE WELDED � c 6r' WIDE METAL COR w E UNDERGROUND TO 12"x12"x5/8" GALV. STEEL PLATE ' WARNING TAPE PRINTED WITH CAUTION 00 QO i i 11—III—� BURIED UTILITY LINES" o III—III °o��OpQ9Q°o ----=� ' _ = o / //\\ //\\%/\\/ L � 2x 12 MOISTURE TREATED WOOD PLANKS A R C H I T E C A T S 1/4" I I I=f gQ I'>' I I I-1 N \/\ / //\\/\\//\\\/\//\\\/ 1 j PAINTED RED. NUMBER OF PLANKS AS 1=1I 1=00 oO 0 I - \/\ \/\/\/\/ REQ'D FOR WIDTH OF TRENCH 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 NP. o1 I=i p O \\/\\/ /\\/\\/\\/\\/ �� % _ P. 631.689.8450 F. 631.689.8459 1 www.wfcaia.com 11: 1111-(� �0( I Ii�7:: \�i��i / I—I 1=1 I=1 I III- 6 THICK LAYER OF I=� ��t / / / _-I I-I I I _=1 I �%t c..__` ll " i t I i i I I I I COMPACTED SAND OR _ — n „ �� , ... NEW 12 x 12 x5/8 GALV. STEEL PLATE GRAVEL BASE 1=1 I 1=I '' / —I I I=I I=I — I 1=I I=I I �' EXPANSION BOLTED TO NEW CONCRETE PAD - °• WITH (4) 3/8 /S EXPANSION BOLTS (3 I�1=ISI '� / -ISI- -=ISI-ISI-IlI COMPACT EXISTING EMBEDMENT) GRADE TO 95% DRY _ 1 _ DENSITY - 1=III=III ;. . ' .; III=III=III=III=III- NEW 8" CONCRETE PAD (SEE DETAIL 3/A-102.00) co 1=I I . '•:•• =111=I I _ ,, i III 1= - III-I I-I 15 _ �� =1 I I=1I1=1I1=I I I=I I I— PVC CONDUIT, TYP. COORDINATE '•.a : .. .. :.: :,. • '' •:' •:• ' • :''.:%:'•::...,, a ;' .' I :: III III=I I=III1 I =I I TYPE, SIZE AND NUMBER OF Y . . •,': .,, '•,.,r:' •: .• .'. .; .••;• -• •.1: is ; . •, - =I I 1=I I =I 1 I=I I=I CONDUITS WITH INFORMATION SHOWN CO'F7SCfLTANT: 111-I I III=—III— ON ELECTRICAL DRAWINGS AND WITH r, ELECTRIC AND TELEPHONE UTILITY APPROVED BY 4 4 400 —IIIIIII= COMPANIES e— IRt.ARI�JIf�G BOARD TELCO/POWER PANEL RACK DETAIL CONCRETE PA,D DETAIL UTILITY TRENC UNDISTURBED EARTH TOl�v�d O� SOUT�OLD 3 SCALE = 3 4 = 1 -d 4 v / " WASHED SAND IN 6" LIFTS DATE SCALE = 1 " = 1 '-0" SCALE = 3/4" = 1 '-0" /�� , �� EXISTING F.D. WHIP ANTENNA ATOP POLE NO. DATE SUBMISSION 118'-0" f AGL D 1 4/30/15 FOR REVIEW TOP OF EXISTING WHIP ANTENNA 2 5/18/15 ISSUED FOR FLING y 3 9/23/15 ISSUED FOR FILING NEW VERIZON WIRELESS TELCO AND ELECTRICAL CONDUITS TRENCHED FROM EXISTING MESASPAN Ln EXISTING AT&T ANTENNAS TO REMAIN 110'-0" t AGL CABINET/NEW METER TO NEW EQUIPMENT PANELS n TOP OF EXISTING MONOPOLE NEW VERIZON WIRELESS EQUIPMENT CABINETS SET ATOP NEW N, EXISTING 110' HIGH RF COMPATIBLE CONCEALMENT (RFCC) . POLE WITH (3) NEW VERIZON WIRELESS ANTENNAS AND (6) - CONCRETE PAD WITH NEW WEATHER CANOPY ABOVE DIPLEXERS WITHIN 107'_-0" t AGL EXISTING METRO II q OF EXISTING AT&T ANTENNAS 14'-0" 6'-6" 1 PCS EQUIPMENT � AREA 100'-0" t AGL 12'-0" TOP OF VERIZON WIRELESS ANTENNA CAVITY 19-1 11 99'-6" f AGL � n N' ` T.O. NEW. VERIZON WIRELESS SECTOR ANTENNASAl 0 ` �' I I NO. DATE REVISION O LLJ Q 95'-6" f AGL NEW VERIZON WIRELESS 50KW DIESEL i n . A + W GENERATOR ATOP NEW CONCRETE PAD. REFER "" ,. I j' ! I KEY PLAN: Q OF NEW. VERIZON WIRELESS SECTOR ANTENNAS x x x x x p LTJ Q TO SHT. E-100.00 FOR GENERATOR INFO � "' . 90'-0" f AGL � F BOTTOM OF NEW. VERIZON WIRELESS CAVITY ' ' �,/ "tea '.; " �' , • x x H NEW LEYLAND CYPRESS TREES PLANTED }rv' II I AROUND NEW VERIZON WIRELESS ' COMPOUND EXTENSION 6'-0" O.C. '�, _ ter' EXISTING NTMOBILE DOUBLE ALTERNATING ROWS. REFER TO �`, EQUIPMENT AREA 87'-0" t AGL ter:.. x x OF EXISTING T—MOBILE ANTENNAS DETAIL 3—SP-100 ; x x x J4.y T s �s x x x l — I �. OF EXISTING METRO PCS ANTENNAS ��--, M~ � GENERATOR ( \ x x x x x x I r� DIESEL I ti (4) NEW VERIZON WIRELESS GPS IUNITS � �;� x �—— — — — — x L_ SECURED TO NEW WEATHER CANOPY - TA TA T/� TA ME ME T/E-TA TA TA T/E—T/E TA T/� x x x x x AREA OF WORK / x Io � I x � � - (12) NEW 7/8"0 VERIZON WIRELESS ANTENNA COAX CABLES I NEW VERIZON WIRELESS ELECTRIC METER AND ROUTED UP WITHIN THE EXISTING CONCEALMENT POLE I - . x DISCONNECT SWITCH MOUNTED TO BACKSIDE OF �` I BATTERY I I EXISTING H—FRAME—METER BANK x - o I 1 N •� � '• I i �^` i ( x I EXISTING AT&T COMPOUND A-100 0 � MOD I f I x x l z� I I I � � r � r i e EXISTING F.D. WHIP ANTENNA, TYP. I NEW 6'-0" HIGH FENCE WITH 1 rr ( ) '' "-" x �, MOD 1 . x x ITTGETwireless 4'-0" WIDE GATE. REFER TO DETAIL 3/A-101.00 I .. Ix EXISTING F.D. ANTENNA CABLES TO BE RE—ROUTED THROUGH CABLE (3) NEW MAIN DISTRIBUTION BOXES -, � I � [ENODE' I -- AST MARION PORT ON EAST SIDE OF PORT. MOUNTED TO NEW H—FRAME. REFERI I D TO DETAIL 1 ZA-102.00 I X I MDB MDB MDB I 30'-0" f AGL I1-21x OCT 19 2015 _O� x SECTOR NEW ELEVATED CABLE ICE BRIDGE FOR (12) NEW 7/8"0 I OF F.D. WHIP ANTENNA MOUNTS — — —— — — —— — — �J VERIZON WIRELESS ANTENNA COAX CABLES a $ Southold Town x x x x 65. Planning Board 9245 MAIN ROAD (4) NEW VERIZON WIRELESS GPS UNITS SECURED TO NEW NEW 6'-0" HIGH FENCE WITH (1) 4'-0" WIDE GATE k. y; �� I: � � EAST MARION, NEW YORK 11939 WEATHER CANOPY " _. . NEW VERIZON WIRELESS EQUIPMENT CABINETS SET ATOP ( cr 10'-6" f AGL y ,� �� TITLE: NEW CONCRETE PAD WITH NEW WEATHER CANOPY ABOVE I TOP OF NEW. VERIZON WIRELESS GPS UNITS NEW ELEVATED CABLE ICE BRIDGE FOR (12) NEW 7/8"� •w_ ENLARGED EQUIPMENT PLAN VERIZON WIRELESS ANTENNA COAX: CABLES .� �y WEST ELEVATION AND DETAILS NEW VERIZON WIRELESS 50KW DIESEL GENERATOR WITH I g � 9 —0 f AGL TUT TOP OF NEW. VERIZON WIRELESS WEATHER CANOPY EXISTING 110 HIGH RF COMPATIBLE CONCEALMENT SOUND ENCLOSURE ATOP NEW CONCRIETE PAD (RFCC) POLE WITH (3) NEW VERIZDN WIRELESS ANTENNAS AND (6) DIPLEXERS WITHIN DATE: FEBRUARY 18, 2015 6'-0" f AGL TOP OF NEW. CHAIN LINK FENCE PROJECT NO: 14-10837 ® EXISTING F.D. EQUIPMENT CABINET EXISTING ELECTRICAL TRANSFORMER DRAWN BY: CPK 0'-0" (35' f AMS � CHECKED BY: TM GRADE SSC, 3 EXISTING MESASPAN CABINET AND TN SCALE: AS NOTED PULLBOX BELOW DRAWING NO: ' 0000 NOTE: NEW PLANTINGS NOT SHOWN FOR CLARITY. 0' 1'-4" 2'-8" 5'-4" 11 WEST ELEVATION 0' S' 10' 20' ENLARGED EQUIPMENT PLAN 1 - - SCALE = 1 = 10 " » SCALE - 3/16" - V-0" 3/16"=1'-0" NORTH SHEET NO: 3 OF 7 — 1 =10 —0 STRUCTURAL STEEL NOTES GENERAL NOTES 1. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH PROVISIONS OF LOCAL, 1. DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO LOCAL ORDINANCES, BUILDING CODE OF NEW YORK 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. 2. ALL STEEL SHALL RECEIVE ASTM A525 HOT-DIPPED GALVANIZED COATING APPLIED AT 1.25 OZ./SQ.FT. STRUCTURAL STEEL SHALL 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 A 18 0 ) ( ) AND TO HAVE 8'-6" 8'_6" GROUT FOR STEEL BASE AND BEARING PLATES SHALL BE OF A NON-METALLIC, NON-SHRINK COMPOSITION. VERIFIED ALL EXISTING CONDITIONS PRIOR TO SUBMISSION OF BID. ...; t i , N' .� 4. SHOP AND FIELD CONNECTION NOT SPECIFICALLY DETAILED ON THE DRAWINGS SHALL BE WELDED OR BOLTED. ALL BEAMS TO GIRDER A 3. IN ALL CASES, DRAWINGS SHALL NOT BE SCALED FOR INFORMATION. FIGURED DASHED LINE 2A3 SHEAR CONNECTIONS SHALL BE TWO-SIDED. WEB-ANGLE CONNECTIONS PER AISC SPECIFICATIONS, LATEST EDITION. LINE OF NEW CONC. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. EQUIPMENT PAD BELOW REPRESENTS NEW A-101 CANOPY ABOVE 5. ALL WELDING SHALL COMPLY WITH THE AMERICAN WELDING SOCIETY (AWS) STRUCTURAL WELDING CODE STANDARDS. WELDING SHALL ------------- -- J J 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 ' � 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 :�' ,. , : ''-`'�: . '.: .h„a•.:;; ';�> � . `'.'.'. ``` W6 X 15 W6 X 15 COPIES TO THE ARCHITECT. PROVIDE A COPY OF THE WELDERS CERTIFICATION. ALL WELDING IS TO BE PERFORMED WITH E70XX I �� 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 I pp m m I COMPLETION OF THE WORK. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND >, - Y 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 A R C H I T E C T S 6. ALL WELDS NOT SPECIFICALLY CALLED OUT ON THE DRAWING SHALL BE THE MINIMUM WELD SIZE, AS SPECIFIED BY THE AISC ARISING THEREFROM. MANUAL, LATEST EDITION. SEE NOTE 10 FOR ADDITIONAL CRITERIA. 5. ALL ITEMS OF WORK IDENTIFIED ON THE DRAWINGS BY NAME, NOTE, OR " 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 7. BOLTED CONNECTIONS SHALL BE FRICTION-TYPE USING GALVANIZED HIGH-STRENGTH, 3/4 DIAMETER, A-325 BOLTS SET IN 13/16 MATERIAL DESIGNATION ARE NEW, UNLESS OTHERWISE NOTED. P. 631.689.8450 1 F. 631.689.8459 1 www.wfciia.com DIAMETER HOLES, IN ACCORDANCE WITH THE AISC SPECIFICA71ONS FOR STRUCTURAL JOINTS, LATEST EDITION. MINIMUM WEB CONNECTIONS) 6. ALL NEW MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH T -n /�f�� x SHALL HAVE (2) BOLTS. HE ��FF _ i x x I MANUFACTURERS LATEST PRINTED SPECIFICATIONS, AND WITH ALL APPLICABLE CODE �%�� ,.r��+SFR A.��. ',� 0 8. ALTERNATE CONNECTION DETAILS MAY BE USED IF SUCH DETAILS ARE REVIEWED AND APPROVED BY THE ARCHITECT. HOWEVER, THE REQUIREMENTS. vim" gin, �`c\�O x I _ ARCHITECT SHALL BE THE SOLE JUDGE OF ACCEPTABILITY, ASND CONTRACTORS BID SHALL ANTICIPATE THE USE OF ALL DETAILS AS SHOWN <,,; ? ' ' x iv 7. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH BEST STANDARD TRADE x - I ON THE DRAWINGS. ANY APPROVED ALTERNATE DETAILS) SHALL BE INCORPORATED INTO THE WORK AT NO EXTRA COST TO THE OWNER. I ' PRACTICES. EACH TRADE SHALL COOPERATE WITH OTHER TRADES TO FACILITATE JOB Ya, � J J I 9. CONNECTIONS SHALL BE DESIGNED FOR THE LOADS INDICATED ON THE CONTRACT DRAWINGS. WHERE MEMBER REACTIONS ARE NOT SCHEDULING AND COMPLETION. (3) NEW LIGHT FIXTURES SHOWN, BEAM CONNECTIONS SHALL BE DESIGNED TO SUPPORT A VERTICAL SHEAR EQUAL TO 50% OF THE TOTAL UNIFORM LOAD CAPACITY ,*� r2.0 is 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 N SECURED TO UNDERSIDE OF '�'� :;�t- CANOPY, OPERATED BY NEW I I STANDARD OF CONSTRUCTION. ITEMS OF EQUAL QUALITY MAY BE SUBMITTED FOR '° r;•-'- TIMER SWITCH. SEE DETAIL i 10. STRUCTURAL CONNECTIONS SHALL BE SNUG TIGHT IN ACCORDANCE WITH THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS THE ARCHITECTS REVIEW. CON,ULTANT ,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 APPROVED BY 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 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 PLANNING BOARD W6 X 15 W6 X 15 O I 12. ANCHOR BOLTS SHALL BE TENSIONED BY THE TURN-OF-NUT METHOD AFTER GROUTING OF BAS PLAT COMPLETE THE ENTIRE SCOPE OF THE WORK. .�. I _ � G E Es. OWN OF SOUTHOLD - ------------ -- ------------- 10. ALTERATIONS TO EXISTING WORK SHALL BE PATCHED AND FINISHED, AS DATE _ 13. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MIISFITTING AND/OR NON-CONFORMING MATERIALS OR CONDITIONS SHALL BE 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. 2A2 APPROVAL, AND THE CONTRACTOR WILL BE FULLY RESPONSIBLE FOR ALL CORRECTIVE MEASURES AT NO ADDITIONAL EXPENSE TO THE r , 2A1 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. / DIMENSIONAL CORRECTNESS AND FIT. NO STRUCTURAL DRAWINGS ARE TO BE REPRODUCED FOR USE AS SHOP DRAWINGS. CONTRACTOR NO. DATE SUBMISSION BASE AND CAP PLATES, TYP. SHALL REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR THE LOCATION OF MISCELLANEOUS OPENINGS AND RECESSES. DENOTES SPAN OF 22 GA. 3 OF (3 ) ON CONC. PAD 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 OPERATION(S) OF SAME. SUCH BRACING SHALL BE DESIGNED 3 9/23/15 ISSUED FOR FILING 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). S.S. OR GALV. STEEL SELF DRILLING REQUIRED TO BE RELOCATED OR RETAINED BY THE OWNER, SHALL BECOME THE 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 ANOPY FRAMING PLAN- I 17. ALL STEEL WORK SHALL BE COMPLETED PRIOR TO SETTING THE EQUIPMENT CABINETS OR EQUIPMENT SHELTER. OF NEW WORK. O!S CALE = 3/8" - V-0" 3/8" = 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'-O" 1 5/8" O.D. TOP KEY PLAN: RAIL LIGHTING FIXTURE SCHEDULE PROVIDE ALIGN _ f9'P O A.F.G. DIAGONAL MICROFLECT B509 PIPE HEAD THROUGH MFG. & CAT. NO. FIX. WATT LAMP TYPE 'o-LAM'/ FINISH MOUNTING HT. O TOP OF NEW BRACES AS BOLTED TO MOUNTING PIPE BELOW. VERIFY WATT MOUNTING/HT. WEATHER CANOPY r-- REQUIRED, TYP. + EXACT HT. I N FIELD. i „ i RAB LIGHTING 150 PAR-38 1 GRAY SURFACE MTD. + i NEW 1-1/2" 20 GA. TYPE i + TENSION BAR. -J 'B' GALV. ROOF DECK. TACK L___ MICROFLECT 8502 GRATING TYPE CABLE H101 B loor WELD TO NEW SUPPORTING + BRIDGE CHANNEL SECURE TO PIPE HEAD STEEL 1 LATCH WITH MOUNT WITH MANUF. RECOMMENDED NEW GALV. STEEL W6x15 1 PADLOCKING HARDWARE. o� PROVISIONS. O O L3x3x1/4" BRACING AT UNDERSIDE OF DECK 1'-6" ANTENNA CABLES ROUTED ALONG ICE BRIDGE O O Q 1/4" w 2" DIA. GATE UTILIZING MICROFLECT 8502 TAP IN INSERTS O as _ - NEW 6"x6"x1/2" GALV. STEEL o FRAME. 3/8" S/S THREADED ROD, 81910 CROSS AND O O 7 4 j PLATE SECURED TO NEW I WAVEGUIDE CUSHION HANGER ASSEMBLIES. 17.8 Cm 55,,87 ao W6x15 WITH (4) 3/4"0 A325 CO O O NOTE: 14.3 cm BOLTS, TYP. 2" DIA. BRACE ALL LIGHTS TO ti BE FULLY AREA OF WORK / I NEW 3"0 GALV. STEEL w (NP) ADJUSTMENT BOLTS. > SHIELDED AS 00 COLUMN WELDED TO NEW z REQUIRED BY ' L 3 X 3 X GALV. Q MICROFLECT B130 3 1/2" GALV STEEL SCH 40 w THE TOWN OF 1/2" THICK BASE PLATE STL. ANGLE 3" O.D. GATES PIPE MOUNT SET IN CONCRETE BASE AS Q SOUTHHOLD w POSTS. INDICATED. SEE MANUFACTURERS > \ NEW 6"x6"x1/2" GALV. STEEL (1) 3/4"0 A325 BOLT. SPECIFICATIONS FOR RECOMMENDED SPACING. \ 1/4" PLATE SECURED TO NEW NP• CONC. PAD WITH (4) 1/2"0 / 1 5/8" O.D. WATERPROOF SEALANT `j ? HILTI KWIK BOLT II EXPANSION N. POST/BEAM TAB WELDED TO BOTTOMN ONRWIRE 7.6AIL cm in EMDED.ANCHORS TYP. 10F" 4 I PLATES r7rT am= OPTIONAL). 3/4" CHAMFER >' d L1 wireless t )' O I . I I.'; 1 -o SONOTUBE I: .I I e I 7 FORMED CONCRETE CONTRACTOR SHALL TRIM SONOTUBE FOOTINGS. I. ' I I J DOWN TO GRADE AFTER CONCRETE FENCE FABRIC SHALL BE HAS CURED. NEW VERIZON WIRELESS GALVANIZED STEEL MESH 9 EQUIPMENT PAD _ I:, .I I .,� ` I I. :I e d ,I I'�--PAINT PORTIONS OF I. I I.,. I GAUGE WITH 2 OPENINGS. PAINT PORTIONS OF POST TO BE a VERTICAL SECTION 'Al' TYP. KNEE BRACE A3 I POST TO BE EMBEDDED . FENCE POSTS SHALL BE 2 EMBEDDED IN CONCRETE WITH //\\//\\ //\\ EAST MARION la I I °°I IN CONCRETE WITH I°' I I' sl 1/4" OUTSIDE DIAMETER. CUT-BACK ASPHALT PAINT, TYPICAL. \\\\\ ` \�� OUTDOOR LIGHT FIXTURE DETAIL nn CUT-BACK ASPHALT I . I I . I GALVANIZED STEEL SCHEDULE �// a • /� U v U U PAINT, TYPICAL. P �-'. I 40. TOP AND BOTTOM RAILS \\\ 10/1 SCALE = 1 = 1 -0 - L ''_J f_•°J SHALL BE 1 5/8" OUTSIDE POURED CONCRETE FOOTING, SET PIPE /\ \� OCT 19 2015 DIAMETER SCHEDULE 40. MOUNT AS INDICATED WITHIN. % d //� FENCE POSTS SHALL BE CONTRACTOR TO 'DE-WATER' TRENCH AS i\\ /\ NEW 1-1/2" 20 GA. TYPE 'B' Southold Town NEW VERIZON WIRELESS 1 -0 SPACED A MAXIMUM OF REQUIRED DURING INSTALLATION OF �\ '4 a• GALV. ROOF DECK Planning Board 9245 MAIN ROAD EQUIPMENT PAD 4-" THK. LAYER OF 3/4" STONE OR GRAVEL. 10'-0" INCHES ON CENTER. CONCRETE TO ENSURE PROPER \ \//\\ 0 BION;NEW YORK 11939 INSTALLATION STRENGTH. /\/ NEW GALV. STEEL W6x15 1 5/8" BOTTOM RAIL. CHAIN LINK FENCE SYSTEM j\ a°: \� 0 9'_0"04 NEW 3"0 GALV. STEEL MIRASCAPE FILTER FABRIC TYP. WITH PERMAHEADGE VISION UNDISTURBED EARTH. \\ T.O. CANOPY TITLE: 1 1/2" COLUMN WELDED BASDE PLATE TO BLOCKING/ ANTI CLIMB SLATS �� 'OA a CANOPY FRAMING PLAN 4 STONE OR GRAVEL. 6 12" 0 SONOTUBE FORMED j\\ a . /� AND DETAILS CONCRETE BASE. //\ a °a \� P-1000 UNISTRUT SECURED TO NEW 2x6 PRESSURE .\\/ /\ \/ /// // W6x15 GALV. STEEL WITH 3/8"0 S/S NEW 6"x6"x1/2" GALV. STEEL TREATED LUMBER SET HARDWARE TYP. PLATE SECURED TO NEW 12" OUTSIDE OF NEW \ \ lo cO CONC. PAD WITH (4) 1/2-0 FENCE LINE. \� P i / ��// - d . - - - a.a DATE: FEBRUARY 18, 2015 ® HILTI KWIK BOLT II EXPANSION �� FURNISH AND INSTALL SWING NOTE. \/\\ \ PROJECT NO: 14-10837 ANCHORS (3-1/2" MIN. 1 -0 SONOTUBE FORMED °I I. GATE AND ALL NECESSARY PROVIDE A MINIMUM OF (2) \// \ \ \ \ \ \K TYPICAL UNISTRUT CONCRETE FOOTINGS. r\\ 1 I. HARDWARE AND STIFFENERS SUPPORT POSTS PER TRAY SECTION. \\/\\/\\/\\/ /\\/ „ DRAWN BY: CPK 1" EMDED.), TYP. OF (4) PLATES � � ��/ \\\/\\/ / \\/ / 3/8 GALV. STEEL HARDWARE PRESSURE TREATED 4 REQUIRED TO PROVIDE A 2„ NOTE: CHECKED BY: TM WOOD STAKE AT 4' O.C. COMPLETE CHAIN LINK GATE UNISTRUT P1000 TO BE HIGH PLAN AT CANOPY POST AA2 \� ! INSTALLATION. STRENGTH HOT-DIPPED ANDREWS SNAP-IN CLIPS SCALE: AS NOTED NEW CONCRETE FOOTING. \�� GALVANIZED. NEW CABLES VERIZON WIRELESS ANTENNA DRAWING NO: CANOPY POST DETAILS CHAIN LINK FENCE DETAIL EQUIPMENT ICE BRIDGE DETAIL CABLE/ CONDUIT SUPPORT AT CANOPY 2 SCALE = 1 1/29v = 1 '-0" 3 SCALE = 1 2"=1 '-0" 4 SCALE = 1 " = 1 '-0" 6 SCALE = 1 1/2" = V-0" SHEET NO: 4 OF 7 CROSSBAND COUPLER MANUFACTURER: RFS 7777777, 77, MODEL: FD9R6004/1 C-3L A. TOP OF CANOPY 1.5» 5OUTDOOR CABINETS NEW e' .8" ALCATEL—LUCENT LIGHTRADIO CABINET (2 2-7 8" PIPES (3" o.D. A7 f 9712 OUTDOOR CABINET ' FULLY WELDED TO BASE PLATE - FRONT (6 CUT TO REQUIRED LENGT - H ° ° HYBRIFLEX FOR ALPHA, BETA 3/8 DIA FLAT AND GAMMA SECTORS �I PLAN VIEW g EXTEND TWO (2) 3" EMT NOTES: j i WASHER FRONT VIEW SIDE VIEW BATT CONDUITS FROM TOP OF 3(8- DIA U-BOLT TYP TROUGH AND TERMINATE AT 1. ALL RAYCAP MAIN DISTRIBUTION BOXES G-BOLTS TO BE SIZED NUT DIA " . CANOPY CEILING CABLE SHALL BE MOUNTED AT 48" A.F.F. N �I ', '• ' ', ACCORDING ANTENNA NUT PROPOSED RAYCAP MAIN MOUNTING MEASURED AT THE CENTER OF THE UNIT. , PIPE DIAMETER DISTRIBUTION BOXES MOUNTED TO NO OBSTRUCTIONS DIRECTLY ABOVE THE SHELTER INTERIOR WALL. (NUMBER DISTRIBUTION BOX SO THAT THE COVERS• OF MAIN DISTRIBUTION BOXESCONTRACTOR PROVIDED AND CAN BE REMOVED. 2,-2 2'-6- 2'-2" y SUBJECT TO CHANGE BASED ON INSTALLED (NEMA 1) PROPOSED PIPE SPECIFIC SITE REQUIREMENTS) 2. ALL UNISTRUT (1-5/8" DEEP) SHALL „_, 2'-4 1/2” 10"X1D"X18" TROUGH MOUNTED BE SIZED TO M ODATE BOTCONCEALMENT POLE STRUCTURE ON SHELTER WALL CONDUIT INSTALLS, 2- MINIMUM. '- ° ° A R C H I T E C T S 3. ALL HARDWARE SHALL BE STAINLESS (2) GALV. STEEL PIPE CLAMPS PLAN VIEW 1-5 8" HORIZONTAL STEEL. '" 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 / EXTEND THREE (3) 3" EMT P. 631.689.8450 F. 631.689.8459 www.wfcaia.com PART D UNISTRUT, CONDUITS FROM TOP OF 4. REMOVE TWO (2) 2-1/2" BLACK 2'-4 1/2" 2'-5 1/2" �"� #P1000T ATTACHED TO PROPOSED PIPES, TROUGH AND TERMINATE AT HYBRIFLEX CABLE COMPRESSION FITTINGS :;:;; REQUIRED LENGTH BOTTOM of UPPER TROUGH SUPPLIED WITH THE RAYCAP BOX AND I ° CUT TO REQU ° ° - (TYP FOR 2) INSTALL TWO (2) 2-1/2" EMT CONNECTORS AND BUSHINGS BETWEEN ✓'J ° PROVIDE TWO 2 2-1 2' GRS THE RAYCAP BOX AND THE TOP 00 00 ® in co ' ^'''�1= ( ) / rRoucH. NEW DIPLEXEIR SECURED TO 1 1 ° s" MIN NIPPLES AND MYERS HUBS CONCEALMENT POLE °°$° 6' MIN LO � � BETWEEN THE RAYCAP BOX AND 5. EXTEND #2AWG INSULATED, STRANDED, STRUCTURE THE TOP OF THE EXTERIOR TROUGH. COPPER CONDUCTOR, BOLTED FROM BASE NP. FOR 679 AND BOND TO GROUND RONG. ( ) 0 0 6. PULL STRING SHALL BE TERMINATED V1 /f 10 INSIDE OF SHELTER AND TROUGH BOX FOR ALU USE. HYBRIFLEX, POWER AND FIBER CONTRACTOR PROVIDED AND "` OF INSTALLED WEATHERPROOF UNISTRUT CAP (TYP) CONSU (NEMA 3R) 10"X10"X6'-0" ` ° ° s LTANT'." TROUGH MOUNTED ON UNISTRUT FRONT APPROVED BY FRONT SIDE ELEV ELEV SIDE ELEV REAR ELEV PLANNING BOARD CONCRETE PAD ELEV 3/1 s" COM PACT COMPACT COMPACT 2,432 LBS. CABINET CABINET 8"X8"X1/2" BASE PLATE EXTEND #2AWG INSULATED, STACK D TOWN OF SOUTHOLD CABINET STACKED STACKED BOLTED TO CONC. SLAB TYP. ELEVA11ON STRANDED, COPPER CONDUCTOR 180KG 180KG 180KG DATE AND BOND TO GROUND RING 1/2' DIA BOLT (TYP FOR 4 PER BASE PLATE) 6 CIRCUIT HORIZONTAL UNISTRUT, PART #1 �-t: ----� - # P1000T ATTACHED TO PROPOSED PIPES, CUT TO REQUIRED LENGTH (TYP FOR 4) NO. DATE SUBMISSION FULLY WELDED" PIPES BASE- O.D.) 1 4/30/15 FOR REVIEW CUT TO REQUIRED LENGTH 2 5/18/15 ISSUED FOR FILING 3 9/23/15 ISSUED FOR FILING s O I CONTRACTOR PROVIDED AND INSTALLED 1/2" DIA BOLT WEATHERPROOF (TYP FOR 4 PER BASE PLATE) (NEMA 3R) " C:) 10 X10 X6—0 TROUGH MOUNTED ON TYPICAL MAIN DISTRIBUTION BOX MOUNTING AT GRADE 8"X8-X1/2"T DA TO CONC UNISTRUT DIPLEXER DETAIL BATTER CABINET DETAIL 9712 ENODE EQUIPMENT CABINET DETAIL 1 SCALE = N/A SIDE VIEW 2 SCALE = 3 — " — '— " 4 — " — " 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: -Line's 1 Ant.enna 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') SECTORS - 1 1/4" DIA. CABLE (UP TO 200') .63 LBS/FT. 1 � - 3 2" 4 100'-0"f AGL SECTORS - 1 5/8" DIA. CABLE (201' OR GREATER) .70 LBS/FT. GPS - SHELTER T.O. ANTENNA CAVITY ° 0 0 MECH .0e 40, DOWN CABLES / CABLE 7001850-PCSIAWS - TYPE No. TYPE WEIGHT AZIMUTH TILT DPLXR ANTENNA LENGTHS '€, 10 j499'-6"± AGL LTE/PCS/AWS Al CWWX063X25G00 41.0 LBS. 65' 0- Y (4) 7/8" 160' b T.O. OF NEW VERIZON WIFELESS SECTOR ANTENNASx x ; , a 0 @ N LTE/PCS/AWS 131 CWWX063X25G00 41.0 LBS. 228' 0- Y (4) 7/8" 160' AREA OF WORKAl / LTE/PCS/AWS G1 CWWX063X25G00 41.0 LBS. 342' 3- Y (4) 7/8" 160' EXISTING REMOVABLE COVER FOR ` ANTENNAS GPS UNIT 00w 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" s GPS-3 GPS-TMG-HR-26N 0.6 LBS. CANOPY (1) 1/2" � . wireless �7�.7 95'-6"f AGL > GPS-4 GPS-TMG-HR-26N 0.6 LBS. CANOPY (1) 1/2" OF NEW VERIZON WIRELESS o SECTOR ANTENNAS D P_ExEP L :l� �iPL .R NOTES PA PA 1. ALL INDICATIONS OF NORTH ARE FOR REFERENCE ONLY CONTRACTOR TO VERIFY IN FIELD -, ST MARION TRUE NORTH PRIOR TO SECTOR ANTENNA INSTALLATION. (3) NEW VERIZON WIRELESS 12.o OCT 19 2015 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 Southold Town PROJECT ARE #-919011 Planning Board 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 PAPA 5. ALL CABLE LENGTHS MUST BE V.I.F. TAG BOTH ENDS OF ALL TRANSMISSION LINES WITH 90'-0"f AGL o 0 o 11BRASS TAGS DENOTING COLOR CODE AND SECTOR. B.O. EXISTING ANTENNA CIAVITY DATE: FEBRUARY 18, 2015 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-7G LTA A6'�rS tTG� SCALE: AS NOTED DRAWING NO: ANTENNA MOUNT DETAIL ANTENNA INFO - J& 10 0 SHEET NO: 5 OF 7 0- SCALE = N.T.S. 6 SCALE = N/A V-2-5/16 V-2-5/16" 6. - I i e s fir.- .:yll•• _ +�:,_��...JJ ' MT"s'�'.t " • ° LEGEND 3 GALVANIZED STEEL GROUND BAR BY ELECTRIC A R C H I T E C T S MOTION COMPANY INSULATED GROUND BAR 2 � ' O o �2 (2) WALL MOUNTING BRACKETS (ADD SUFFIX BIM) 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 o o P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com 0 ° o ° 0 o O3 (2) INSULATORS (ADD SUFFIX BI) - � W W o 0 ° O C o � ``'�' `,N ° 'o 'o ° o o ® #2 AWG SOLID OR STRANDED COPPER WIRE ,` �- :,;�� ° co0o 1 4 ° ',,� BOND TO GROUND BAR ROUTE IN DOWNWARD DIRECTION TO WATER SERVICE ENTRANCE PIPE w61 c° co 0 0 o OR BUILDING STEEL. itFt'# { 4 NOTE t ;',`\•, ;, �. 1. FOR TWO HOLE LUGS W SPACING �•'\�` : ,,n "� "' I OTHER THAN THE PRE—DRILLED, THE CONTRACTOR SHALL DRILL THE BAR IN THE FIELD. FULL SIZE 1'-3-1/16" BOLTS SHALL BE USED TO ATTACH CONSULTANT: LUGS TO THE GROUND BAR. 210 GAL. O 210 GAL. O `; 210 GAL. " APPROVED BY FUEL TANK FUEL TANK N FUEL TANK N PLANNING BOARD TOWN OF SOUTHOLD DATE 8'-5 1/16" BEAR 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 MODEL NUMBER 2 5/18/15 ISSUED FOR FILING MTU 4RO113 DS50 3 9/23/15 ISSUED FOR FILING GENERATOR DETAIL GROUND BAR DETAIL - SCALE ALE = N.T.S. SCALE = N.T.S. SC 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 EXISTING BE FURNISHED BY VERIZON WIRELESS H—FRAME o-� (EXISTING) AND INSTALLED & WIRED BY THE (NEW) CONTRACTOR. 200 2001 T MOBI v GRADE NOTE E7 o NOTE E2 P s NOTE E6 �a CONTROL EXISTING PANEL CB PSEGLI 1—PHASE NOTE TRANSFORMER E5 EXTERIOR GRADE AREA OF WORK / i\\ � • _ . . . . • • . •'.. ; /' / \/ iii ELECTRICAL INSPECTION CONDUIT/WIRE LEGEND ELECTRICAL NOTESU(SPETWireless \\/ PROTECT THREADED AREA \ E1 120/208V, 10 3W WEATHERPROOF MULTI—METER ASSEMBLY EXISTING SHALL BE USED TO ..a.v.. \� ��\FROM DAMAGE DURING � THE ELECTRICAL CONTRACTOR SHALL PROVIDE A CERTIFICATE OF A EXISTING PRIMARY CONDUIT/CABLE SHALL BE LOCATED AND FEED THEA VERIZON WIRELESS EQUIPMENT CABINETS. ( )AND AFTER INSTALLATION � 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 � PROTECTED DURING CONSTRUCTION. CIRCUIT BREAKER SHALL BE LABELED "'VERIZON WIRELESS". v ST MARION \\/\i GROUND RING\\/ 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 g 2015 i#2 AWG \\� GROUND BETWEEN THE EXISTING MULTI—METER CENTER AND THE PSEGLI'S STANDARDS. LABEL METER PAN 'VERIZON WIRELESS . QCT /\/\��/��/1/ MAIN CIRCUIT BREAKER IN THE INTEGRATED SERVICE PANEL. \\ \ /GROUND ROD �\ UTILITY NOTE E4 INTEGRATED SERVICE PANEL (ISP) FURNISHED BY VERIZON WIRELESS AND INSTALLED BY THE poatholdTOa n � s �� D 2-1/2" SCHEDULE 80 PVC CONDUIT WITH 3—#4/0 + 1 — #2 CONTRACTOR. THE ISP SHALL CONTAIN 200 AMPERE UTILITY AND EMERGENCY CIRCUIT ---- 9245 MAIN ROAD COPPERWELD /4 i\ BREAKERS, BREAK BEFORE MAKE AUTOMATIC TRANSFER SWITCH AND 42 POLE PANELBOARD ALL 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 SERVICE PANEL (UL891LISTED). INTEGRATED SERVICE PANEL. SEE NOTE E7. AMPERES FULLY RATED. CONTRACTOR SHALL COORDINATE WITH PSEGLI TO DETERMINE THE /\�\ _ ACTUAL AVAILABLE FAULT CURRENT AT THE POINT OF CONNECTION AND NOTIFY THE ENGINEER IF \\\\\ \�\/ � 12 3/4" SCHEDULE080 PVCRATOR CONDUTART BURSEDNAL + 10 SPARES)24" BELOW GRADE RUN IN THE SPECIFIED 22,000 AIC IS NOT ADEQUATE. TITLE: 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 \\ TRANSFER SWITCH. CODE. PROVIDE A #6 AWG COPPER GROUND WIRE AND 3/4" X 10' GROUND RODS (2 AND DETAILS \ � REQUIRED). MAXIMUM RESISTANCE TO GROUND SHALL BE 5 OHMS. PROVIDE AND INSTALL `�/ 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 JUNCTION BOX WITHIN THE GENERATOR HOUSING AND TWO 20 BUS WITHIN THE ISP AND ENSURE THAT THE SYSTEM BONDING JUMPER HAS BEEN REMOVED. DATE: FEBRUARY 18, 2015 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 5OKW GENERATOR PROVIDED WITH A 200A TRIP DRAWING NO: LINE SIDE CIRCUIT BREAKER. THE ELECTRICAL CONTRACTOR SHALL INSPECT THE DELIVERED rpm GENERATOR AND NOTIFY THE ENGINEER IMMEDIATELY IF THE UNIT IS PROVIDED WITH A LINE SIDE CIRCUIT BREAKER LARGER THAN 200 AMPERES.GROUNDING ROD- ELECTRICAL RISER DIAGRAM 00000 3 SCALE = N.T.S. SHEET NO: 6 OF 7 SCALE = N.T.S. GROUNDING KEY NOTES •"„FSG{ OMASTER GROUND BAR (MGB) - GALVANIZED STEEL GROUND BAR BY ELECTRIC MOTION COMPANY WITH INSULATORS x x x x TYPICAL VERIZON B #2/0 AWG GREEN INSULATED SOLID OR STRANDED COPPER WIRE FROM MASTER GROUND WIRELESS ANTENNA O BAR TO EXTERIOR GROUND RING (EGR). o (SEE 6/A-102 FOR C #2 AWG GREEN INSULATED SOLID OR STRANDED COPPER WIRE EQUIPMENT GROUND BUSS :E ` W �\ /� x TYPE) O TO (MGB), ALONG EQUIPMENT LINE AS INDICATED. €,•, ;.k ., 'tv ANTENNA MOUNTING 6 AWG GREEN INSULATED STRANDED COPPER WIRE FROM E # OM EQUIPMENT TO EQUIPMENT r- - - - -- --- 0 GROUND BUSS. PIPE AND RELATED O x HARDWARE , ., . GENERATOR #2 AWG SOLID TINNED COPPER WIRE EXTERIOR GROUND RING (EGR) BURIED 42" BELOW ` I DIESEL I \ I E GRADE, CONNECTED TO GROUND RODS THAT ARE INCORPORATED INTO THE EXTERIOR , O GROUND RING. ALL CONNECTIONS ARE TO BE CAD WELDED AND SPRAYED WITH �-- COLD-GALVANIZED PAINT. A R C H I T E C T S x #2 AWG SOLID TINNED COPPER WIRE FROM UNISTRUT FRAME (ELEC/TELCO RACK) TO EGR. 12-1 TECHNOLOGY DRIVE S ETAUKET, NY 11733 _ OG TOWER GROUND BAR (TGB) P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com ° x 6 AWG STRANDED GREEN THWN INSULATED COPPER WIRE BOND JUMPERS AT ALL ICE /' x I o p I O BRIDGE CONNECTIONS. II � I I H �C.t_, A r oL BATTERY I . OI #2 AWG SOLID TINNED COPPER WIRE FROM CANOPY CONDUIT SUPPORT TO MGB.Li C'/�� • <w �J 1 F x I Q n IIx OJ SECTOR ANTENNA GROUND BAR. (SAGB) ONE BAR PER SECTOR. u C) �� MOD li I OK COAXIAL GROUND KIT (CGK) DO NOT INSTALL ON BENDS. x M 1/2"o COAXIAL OL #2 AWG SOLID TINNED COPPER WIRE FROM MESA SPAN CABINET TO EGR. ��%r i i I TYP JUMPERS HSI 11 TAML C �� z I #6 AWG STRANDED GREEN THWN INSULATED COPPER WIRE FROM EACH CGK TO SECTOR .I ��\ MOD i ° I . x L O ANTENNA GROUND BAR (SAGB). APPIZOVED BY x TYP O #2 AWG SOLID TINNED COPPER WIRE FROM EACH GPS CGK TO SAGB. PLANNING BOARD BATTERY I 0 TYP p p 2 A G SOLID TINNED COPPER WIRE FROM R MOTE SECTORANTENNA GROUND BAR TOWN OF SOLITNOLD 0 SAGB ROUTED TO MONOPOLE GROUND BAR TYPICAL OF 3). DATE 5 8" X 10'-0" LONG COPPER CLAD STEEL VERTICAL GROUND ROD BURIED 42" BELOW FIN l f� II ENODE I I O GRADE. RODS SHALL BE P CE NOT MORE THAN 15' & NOT LESS THAN 6' APART FROM k I I . x ADJACENT GROUND RODS.PI ,© I ANTENNA COAXIAL CABLE TO II MDB MDB MDB I H COMMUNICATION EQUIPMENT ® 5/8" X 10'-0" LONG COPPER CLAD STEEL VERTICAL GROUND ROD IN INSPECTION TEST WELL BURIED 42" BELOW FIN GRADE, TYP. OF (2). (SEE DETAIL 3, THIS SHEET) x GROUND LEAD TO MASTER GROUND BAR NO. DATE SUBMISSION 0 # 6 AWG STRANDED GREEN THWN INSULATED COPPER WIRE FROM COAXIAL GROUND KITS p - - - -- - -,- - 21 S (CGK) AT BASE OF TOWER TO TGB. (TYP FOR EACH CABLE.) 1 4/30/15 FOR REVIEW x x x xx B NOTE: 2 5/18/15 ISSUED FOR FILING NOTE: F EXCAVATE BY HAND FOR THE CONNECTIONS TO O # 2 AWG SOLID TINNED COPPER WIRE FROM NEW TGB AT CANOPY CONDIUT SUPPORT TO 3 9/23/15 ISSUED FOR FILING 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 Ou # 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 (.EXISTING) OW # 2 AWG SOLID TINNED COPPER WIRE FROM GENERATOR ENCLOSURE TO GROUND RING 0' 4' 8' O COPPER GROUND RODS OX # 2 AWG SOLID TINNED COPPER WIRE AT CANOPY CORNER POST TO EGR (TYP) GROUNDING PLAN NORTH ®1 COPPER GROUND ROD IN TEST WELL OY #2 AWG SOLID TINNED COPPER WIRE FROM NEW GAS METER TO EGR. 1 SCALE = 1 /4"=V-0"'-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. R 0 NEC ARTICLES 250 AND 810 AND VERIZON WIRELESS STANDARD NOTES AND CAST IRON FLANGE AND ` SPECIFICATIONS (LATEST VERSION). 13. ALL ABOVE GROUND CONNECTIONS SI-TALL BE INSPECTED FOR TIGHTNESS AND CORROSION (6) COVER WITH WORD 'GROUND' 2• ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION MONTHS AFTER INSTALLATION AND EVERY (12) MONTHS THEREAFTER CAST INTO COVER. \�� .00, 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. INSPECTION HAND HOLE \\j��\\\��\\\��>— EQUIPMENT AND DETAIL BUT RATHER TO SHOW SYSTEMS TO BE INSTALLED. PROVIDE SYSTEMS WITH ALL APPURTENANT EQUIPMENT OR COMPONENTS, 15. METALLIC CONDUIT SURROUNDING GROUNDING CONDUCTORS SHALL BE GROUNDED IN ASSEMBLY 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. • RESISTANCE TO GROUND SHALL BE 10 OHMS OR LESS, MAX. CONTRACTOR GRADE 3. RES EVALUATION COMPANY SUCH AS D&H SECTOR ALPHA SECTOR BETA SECTOR GAMMA ��\\\ ��\\\ ��\\\��\\\��j\\ SHALL EMPLOY A GROUNDING ANT/MOUNTS ANT/MOUNTS ANT/MOUNTS \\\ \\\ \\ �\� �\� DEVELOPMENT (515-461-2969) OR EQUAL. NOTIFY VERIZON WIRELESS // // PROJECT MANAGER IF THERE ARE ANY SITE SOIL/RESISTANCE CONDITIONS GPS THAT MAY PRECLUDE OR HAMPER A PROPER AND COMPLIANT GROUNDING K ANTENNA K ANTENNA CGK K ANTENNA AREA OF WORK / SYSTEM INSTALLATION. GROUNDING ARRANGEMENT SHALL BE TESTED FOR SUPPORTS SUPPORTS SUPPORTS /� ��\\� \\ \\ ��\\\ ��\�\\\ COMPLIANCE WITH THE SPECIFIED CRITERIA. NOT INDEPENDENT FALL ECONTRACTOR OF CGK'S ( ) TYPCGK S (TMP) O CGKPS (TMP) r\j�/ \\/\��\\ �j\\��\ POTENTIAL TEST REPORT. SHOULD 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 TMP OJ 6NDOBAR O GND BAR N O GND BAR DTO THOREAD D WELD MANUFACTURER'S DRAWINGS AND SPECIFICATIONS. OR ANTENNA GROUNDING REQUIREMENTS. CABLE TO ROD CAD 5. SEE GROUNDING SCHEMATIC F . , 6. ALL CONNECTIONS ARE TO BE MADE TO BARE METAL. THOROUGHLY PREPARE / ril ��//r ,p �+ WELDED I �TO a V V 1 re-e s CONTACT SURFACES TO ENSURE A PROPER CONNECTION (I.E FILE PAINTED 0 i ! ! I ,� AREAS). PROVIDE COATING OF AN ANTIOXIDANT COMPOUND (NO-OX, OR EQUAL) ON CONTACT SURFACES OF ALL CONNECTIONS. ALL BELOW GROUND TOP OF MONOPOLE SECTOR SECTOR SECTOR f CONNECTIONS AND EXTERIOR CONNECTIONS TO EQUIPMENT SHALL BE CAD ALPHA BETA GAMMA I WELDED AND SPRAYED WITH COLD-GALVANIZED PAINT. ABOVE GROUND BOTTOM OF MONOPOLE CONNECTIONS SHALL BE CAD WEI-DED, GROUND LUG, OR COMPRESSION FITTED. CGK'S K CGK'S K CGK'S GROUND ROD COPPERWELD I EAST MARION FOR GROUND LUG, USE STAINLESS STEEL HARDWARE CONSISTING OF TWO HOLE n�] LONG BARREL LUGS WITH A LOCK WASHER THAT SHALL BE PLACED ON THE NUT. 3/4"0 X 10'-0" LONG D C E U E NOTE: OG MONOPOLE GND BAR r € 7. ALL METAL OBJECTS WITHIN 6' SHALL BE GROUNDED BACK TO THE EQUIPMENT AT&T GROUNDING SIMILAR. #2 AWG SOLID TINNED OCT 19 2015 GROUND RING WITH #2 AWG INSULATED SOLID TINNED COPPER WIRE. T S EXTERIOR GROUND RING o w 8• ALL BENDS, CURVES, AND CONDUCTOR SPLICES SHALL BE TOWARDS THE V CLEAN SAND FILL Southold Town GROUND LOCATION (GROUNDED END) OF THE CONDUCTOR AND SHALL MEET OR H :•: I Planning hoard 9245 MAIN ROAD EXISTING EAST MARION NEW YORK 11939 EXCEED MINIMUM BENDING RADII. GROUNDING CONDUCTORS #6 AND LARGER O Q .. ::•: M SECTOR ALPHA SECTOR BETA SECTOR GAMMA C N EALMENT 0 E SHALL HAVE A MINIMUM BENDING RADIUS OF 12", GROUNDING CONDUCTORS #6 ANT CABLES ANT CABLES ANT CABLES — NOTE: ii. . ' .. .`•'. AND SMALLER SHALL HAVE A MINIMUM BENDING RADIUS OF 8". - ELEC/TELCO RACK ICE BRIDGE INSPECTION HAND HOLEMULTIPLE : :�'i. '... ' .;• ' : : :� 9. UNLESS OTHERWISE NOTED, GROUNDING CONDUCTORS SHALL BE: OK OK OK GROUND NOTE 2 & 3 MAY BE PRECAST : .n ...;;.. : • ._•'. .:::. .. . ...: TITLE: CONCRETE OR PVC AND '�• . . ,' • ' ' ' ' � RODS F SHALL BE A MINIMUM OF A. BETWEEN EXTERIOR ITEMS AND BARS AND FROM SECTOR ANTENNA GROUND CGK'S CGK'S CGK'S EQUIP �. ,� " " ' ` \ GROUNDING PLAN AND INFO BARS TO TOWER GROUND BAR,, #2 SOLID, TINNED, COPPER CABS, 12 I.D.X36 DEEP. : ' 't'� :' . B BETWEEN GROUND KITS & BARS - 6 STRANDED GREEN G TYP �' `' " B # D THWN INSULATED COPPER GENERATOR C I \ C. EXTERIOR GROUND RING - #Z/O CONTINUOUS SOLID, • 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. 6 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) DRAWING NO: INFORMATION AND SPECIFICATIONS). B W TYPICAL GROUNDING SCHEMATIC MULTIPLE P Q E In 2 GROUND GROUND ROD TEST WELL 1 000 SCALE = NTS RODS SHEET NO: 7 OF 7 SCALE = 1 ' = 1 '—0" CONSTRUCTION DOCUMENTS FOR WIRELESS COMMUNICATIONS FACILITY: F �} � :s. f qC% - }; V1 00007 EA T MA ION IjI R ?`Y # Lr n 9245 MAIN ROAD EAST MARION 0 939 NEW Y RK 11 .f� 3 ; . ........ .. d U . ....... W. ..k.:. .ca,. ... A R C H I T E C T S WFC PROJECT NO : 1 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 P. 631.689.8450 F. 631.689.8459 www.wfcaia.com INITIAL ISSUANCE LATEST ISSUANCE SITPE. I ATI O N PROJECT CCTS DR G INDEX REVISION NO. & DATE !' i'', APPLICANT: NEW YORK SMSA LIMITED PARTNERSHIP 914 714-7371 % r =" r"\\ VERIZON WIRELESS SITE NAME: EAST MARION ( ) DWG. NO. DRAWING TITLE �;-.�..<"., r . d/b/a VERIZON WIRELESS SITE TYPE/DESCRIPTION: AT ANTENNA LEVEL: 4 CENTEROCK ROAD ARCHITECTURAL DRAWINGS INSTALL (3) ANTENNAS AND (6) DIPLEXERS WITHIN CONCEALMENT WEST NYACK, NY 10994 POLE. (12) 7/8"0 ANTENNA COAX CABLES ON ICE BRIDGE. T-100.00 TITLE SHEET 4/30/15 3 9/23/15 PROPERTY OWNER: EAST MARION FIRE DEPARTMENT (631) 653-6603 SP-100.00 SITE PLAN KEY MAP AND NOTES - / 436A MONTAUK HIGHWAY, POST OFFICE BOX 3042 4/30/15 3 9/23/15 AT GRADE: INSTALL NEW OUTDOOR EQUIPMENT CABINETS, (3) MAIN EAST QUOGUE, NY 11924 A-100.00 ENLARGED EQUIPMENT PLAN, WEST ELEVATION AND DETAILS 4/30/15 3 9/23/15 DISTRIBUTION BOXES AND DIESEL GENERATOR WITH SOUND 6' S LTANTr` A-101.00 CANOPY FRAMING PLAN AND DETAILS 4/30/15 3 9/23/15 ENCLOSURE ATOP A NEW CONCRETE EQUIPMENT PAD WITH NEW WEATHER CANOPY; INSTALL (4) NEW GPS UNITS MOUNTED TO NEW POLE OWNER: CROWN CASTLE (518) 433-6265 A-102.00 ANTENNA AND EQUIPMENT INFO 4/30/15 3 9/23/15 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 3 9/23/15 EAST MARION, NY 11939 KATIE JACOBS E-101.00 GROUNDING PLAN AND DETAILS 4/30/15 3 9/23/15 VZW PROJECT CODE: 2010483143 VZW LOCATION CODE: 167468 CONSTRUCTION CONTACT: KENNY UHLL (631) 236-2108 NO. DATE SUBMISSION LATITUDE: N 410 0741.96" (NAD 83) A/E (ENGINEER) CONTACT: NEIL A. MacDONALD,AIA, LEER AP (631) 689-8450 EXT.115 1 4/30/15 FOR REVIEW LONGITUDE: W 720 20'28.73" (NAD 83) 2 5/18/15 ISSUED FOR FILING 3 9/23/15 ISSUED FOR FILING 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 LOT(S): 11.031 EXCAVATION, DRILLING OR BORING. 1) ALL CONTRACTORS MUST CALL 2 TO 10 WORKING DAYS PRIOR TO START OF PROJECT AND RECORD ZONING CLASSIFICATION: HB (HAMLET BUSINESS) &R-40 (RESIDENTIAL LOW DENSITY) THE SERIAL NUMBER AND LIST OF NOTIFIED UTILITY OPERATORS. NO. DATE REVISION 2) AFTER CALLING THE CALLERS MUST WAIT THE 3 WORKING DAYS AS DESCRIBED IN NYS CODE 753 AS KEY PLAN: 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 O 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 s ORDER TO MAINTAIN MAXIMUM PROTECTION OF THE UNDERGROUND UTILITIES. ti 54 o� S�4 LOC TIO P KEY P NOTESAREA OF WORK / QUALITY ASSURANCE r3 A. Workmanship shall be of the highest quality and done by employees skilled in the practice of their trade. fl , 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 eles 7 East Marir)n SAFETY & HEALTH PROVISIONS t O�r�-t't-�rrtit C' R.srrEt p ( Q EAST MARION 9245 Mp;n Ind �� _ A. The Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the performance of the Contract. _., 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 OCT 1 9 2015 Fr $Archer :re; ' V ry' P g Y P P injury. q Y 9 -_ orders of public authorities bearin on the safety of all persons and /or their protection from in'u The Contractor shall erect and maintain, as required b existing p' y Southold Town 9245 ) conditions and performance of the Contract, reasonable safeguards for safety and protection, including erecting temporary barriers, posting danger signs and other Planning E3oar - warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent sites, spaces, and utilities. T = � 9245 MAIN ROAD Blwe Inn B dwh fork :3. ' ; EAST MARION NEW YORK 11939 •. �Y •i� �nd�r� h A Ouint s,p. u£ Bed. '; B. All necessary precautions shall be taken by the Contractor, throughout the course of the project, to ensure that: R „ Hari Break .nd Spa - c Curt = P,�:hor f I. Safe and proper ingress and egress from the site and all project areas will be maintained. TITLE: &.° 2. Fire protection and life safety components within the site will be properly maintained. w TITLE SHEET C I=` mr G'Itc�abs r 3. Structural integrity of the concealment pole will be maintained. �t+ `= Ria Pf,•. �` 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 s !J.i'R'f's lord i1 .r PROJECT NO: 14-10837 u, 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. Thi BPtan Inn t DRAWN BY: CPK Ntdrah Forkw 7• The contractor shall leave the area of work clean at the end of each day. CHECKED BY: TM f SCALE: AS NOTED DRAWING NO: SITE LOCATION NORTH SITE LOCATION SCALE: 1 = 500' NORTH Ad 00 . 00 SHEET NO: 1 OF 7 ;is ZONING TABLE ARTICLE IV. LOW-DENSITY RESIDENTIAL R-40 DISTRICT . REQUIRED PROPOSED ' n :J,Oliva Fifesen at Dam Pot §280-18 MAXIMUM HEIGHT: 35' / 2-1/2 STORIES 9' CANOPY COMPOUND §280-18 FRONT YARD: 50' 354'-6" (COMPOUND) §280-18 SIDE YARDS: 15 FEET 141'-3" (COMPOUND) ° 280-18 AGGREGATE SIDE YARDS: " Last t. :'"�? § 35 165 —6 (COMPOUND) ^�,rr�.�,>��}t:t't`&� ^_�°' ' . . . •` §280-18 REAR YARD: 50' 85'-7" (COMPOUND) SF §280-70.4 FENCES: MAX. 6'-6" 6' (COMPOUND) NIF , '"> :�.._. ,..._ r. ANTHONYLEKAKIS 'FS9245 Miiny A R C H I T E C T S USE:RESIDENTIAL VACANT LAND a< ZONED:R-40 / • N� 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com r 0��9 ZAP • ' c9. Prd Brea:fl.ggt mid Spa ork 21 SFC-VOR 110 00001, . HA N . • . cP AQPa d - N/F o / `O CHgFRYL L BONDARCHLICK M •� USEF: 1 FAMILY RESIDENCE �/ ' ZONED:R-40 / ' \ CONSULTANT: �o o . • �� o I ` SUBJECT lay 0 0000 LOCATION OF NEW VERIZON WIRELESS EQUIPMENT AT GRADE. PROPERTY 1,Icj42 , / \ O REFER TO ENLARGED EQUIPMENT PLAN 2/6-100.00 ' b 1000, • • / ee� ee� ee� ee� ee� eeee��11011%. •�• . KEY MAP 001e 0SCALE: 1 " = 500'-0" 5 N . \� C'� . N/F 0000, ' 0'00 . �> GG�� 1 WHITE SWANEMLLC NEW LEYLAND CYPRESS (GREEN 6' TALL) OR NO. DATE SUBMISSION • ' 0j Gjv �� USE. 1 FAMILY RESIDENCE EQUAL $��` 0 �$ �p ZONED:R-40 1 4/30/15 FOR REVIEW 2 5/18/15 ISSUED FOR FILING • 109'-2" �,K� 0 I 6" SOIL SAUCER 3 9/23/15 ISSUED FOR FILING FALL ZONE ' :� 00 0 5 \ 0 4 DEEP SHREDDED WOOD • � I ,�`��'� Ot � 141'-3" '. ' 165 LOCATION OF E4TING CONCEALMENT T(XE CONCEALMENT POLE 12" \ ON ALL SIDES �o •�L O `l NO. DATE REVISION 11" `1-1 � \ (� KEY PLAN: 1 �• y5� • ' `'� FINISHED GRADE A. NEW LEYLAND CYPRESS TREES �� _ _ 00 GEA \ �� /� .0e NIF GEATRAKIS&GEORGEKORTOSALO)(IS PLANTED AROUND PROPOSED GO��R , VERIZON WIRELESS COMPOUND N� ROLL BACK USE:RURAL RESIDENTIAL EXTENSION 6'-0" O.C. DOUBLE ` EASTERN BREEZES R.E. \ ZONED:R-40 ALTERNATING ROWS. REFER TO USE: 1 FAMILYRESIDENCE BURLAP 1/3 • ZONED:R-40 DETAIL 3/A—SP-10 NOTE: BACKFILL TOPSOIL SHRUBS SHALL BE SET PLUMB. REMOVE TWINE MIXTURE WITH 0-20-0 FROM AROUND TOP OF ROOT BALL LEAVE BURLAP FERTILIZER AT THE RATE / ( OF 5 LBS. PER YARD " IN PLACE, ROLL BACK 1 3 OF BURLAP REMOVE, o� 22 UNLESS BIODEGRADABLE.) AREA OF WORK / ,� PLANTING DETAIL UP-101 �N/ X06 Z x�� 3 • c SCALE = N.T.S. �� • 2 PgP P• � • 00 • PR o 0 p ��. � O�D / NOTE: aa` •- O D 1. DRAWINGS DEPICT THE INSTALLMENT OFV01, L wireless S66 ,� GOJERP ON PROPOSED VERIZON WIRELESS ANTENNAS TO BE o' �p� ` / MOUNTED WITHIN A CONCEALMENT POLE STRUCTURE SJp \ BY OTHERS. CONCEALMENT POLE DESIGN, DESIGN OF NOTES �� + °� \ ALL PROPOSED FACILITY N O o. � COMPONENTS AND THE EVALUATION A) PROPOSED FEATURES ARE LABELED AS SUCH; ALL ELSE EXISTING OR PROPOSED BY OTHERS. O n •• REPORT SHALL BE PERFORMED PRIOR TO n ST MARION O COMMENCEMENT OF ALL WORK. DESIGN DOCUMENTS D E C E � .0 E B) THE PROPOSED PUBLIC UTILITY WIRELESS COMMUNICATIONS FACILITY IS UNMANNED �' 88'' o� — ,� � AND EVALUATION REPORT SHALL BE SIGNED AND AND WILL BE VISITED APPROXIMATELY ONCE A MONTH FOR MAINTENANCE �� FZ , �� `p�moo, •. OCT 4 J 21)15 PURPOSES; THEREFORE IT IS NOT ANTICIPATED TO GENERATE ADDITIONAL NOISE, f p ,� SEALED BY A PROPOSED YORK STATE LICENSED FUMES, VIBRATIONS, DUST, ODORS OR TRAFFIC. S �' x / ��`v PROFESSIONAL ENGINEER. DOCUMENTATION FOR 'Y ��/ � � �o�P Southold Town J �� <� Goon C� THIS WORK SHALL BE FILED SEPARATELY AND Planning Board —� C) NO ADDITIONAL PARKING IS REQUIRED FOR THE PROPOSED USE, AS THIS IS AN � ° .� ^� CONCURRENTLY WITH THESE DOCUMENTS. ALL SUCH 9245 MAIN ROAD UNMANNED SITE. �V �` �• � � � \� ��y X� �• WORK SHALL BE PERFORMED BY OTHERS (NOT EAST MARION, NEW YORK 11939 D) NO SOLID OR LIQUID WASTE WILL BE PRODUCED BY THE PROPOSED USE, AS 'fit � �,3 `` WFC). FHIS IS AN UNMANNED SITE. N/F SYLVIA M.DALEY E) NO WATER OR SEWAGE FACILITIES ARE REQUIRED FOR THE PROPOSED USE. USE: 1 FAMILY RESIDENCE ` 898 0� �• Go��o TITLE: F) THERE WILL BE NO COMMERCIAL OR RETAIL SIGNS THE PROPOSED SITE. ZONED:R-40 x�� o� SITE PLAN, �y� KEY MAP AND NOTES G) FIRE PROTECTION AND SECURITY PROVISIONS WILL INCLUDE REMOTE MONITORING O LATITUDE: N 41' 07' 41.96" (NAD 83) • 0 S LONGITUDE: W 72' 20' 28.73" (NAD 83) OF THE SUBJECT SITE. N D S6y'�gN133g ` • Ay�<r o� �' 35' +/— AMSL (NGVD 29) H) THE CONSTRUCTION OF THIS FACILITY SHALL ALSO BE IN COMPLIANCE WITH D o DISTRICT: 1000 DATE: FEBRUARY 18 2015 CHAPTER 27 OF THE BUILDING CODE OF PROPOSED YORK STATE AND NFPA 70, �, S2o06 3 , /� AREA — 3.0583 ACRES SECTION: 31 FOR ELECTRICAL WORK AND GROUNDING. , i O TAX BLOCK: 3 PROJECT NO: 14-10837 xX 4- `?0% �6'•• ,�p' TAX LOTS: 11.031 THE ANTENNA AND ANTENNA MOUNT STRUCTURAL DESIGN BY OTHERS SHALL D �� p INCORPORATE CONSIDERATION OF ACING. FURTHER, THE STRUCTURAL DESIGN ZONING CLASS: HB & R-40 AWN BY: CPK —i `'l�> CHECKED BY: TM SHALL BE IN ACCORDANCE WITH CHAPTER 16, CHAPTER 17, CHAPTER 18, SITE INFORMATION NOTE: CHAPTER 19 AND SECTION 3108 OF THE BUILDING CODE OF PROPOSED YORK � �� ` . `�•• SCALE: AS NOTED STATE. �9 70 INFORMATION SHOWN HEREIN IS BASED UPON DRAWING NO: N/F O ti A SURVEY DATED: MARCH 26, 2010, DONE BY m E.M. WAR MEMORIAL ASSOC. ��'s Vol X� 0' 15' 30' 60' PECONIC SURVEYORS, P.C. AT 1230 TRAVELER USE:RESIDENCE Off, STREET, SOUTHOLD, NY 11971, BY JOHN T. ZONED:HB METZGER, P.E., L.S.PLAN ,11=301-0" 00000 1 SCALE — 1 " — 30' N 0 R TH SHEET NO: 2 OF 7 7- NOTE: NEW CANOPY POST 1. CONTRACTOR SHALL ENGAGE THE SERVICES OF AN UNDERGROUND UTILITY LOCATING COMPANY TO LOCATE GALV. POST CAP ALL UNDERGROUND EQUIPMENT IN THE TRENCHING AREA TO AVOID ANY DAMAGE. w t 5'-5" AS REQUIRED) ;;; :< : ( Q PROVIDE (4) #4 REBAR, (2) TOP » 2. HAND EXCAVATE WITHIN 5 OF EXISTING UNDERGROUND UTILITIES V.I.F. MAINTAIN 18" MIN. CLEARANCE, AND 2 BOTTOM 3/4" CHAMFER ( ) O / OR AS DIRECTED BY THE VORC. CONTRACTOR TO MAKE ALL PVC JOINTS WATERTIGHT. TEST PRIOR TO 2 —0 2'-699 BACKFILLING. - ATTACH UNISTRUT TO POST WITH 3/8"0 GALV. 10'-0"x25'-0"x8" THICK POURED r.. U—BOLTS. PROVIDE ALL NECESSARY HARDWARE. CONCRETE PAD WITH HAUNCH AT 6" MATCH EXISTING GRADE CONDITION PERIMETER. PROVIDE #4 REBARS ® 12" NEW GRAVEL COVER BACKFILL AT TRENCH SHALL BE O.C. EA. WAY 3» DENSITY IN 12 LIFTS TO 95% DRY UNISTRUT P1000 BRACE (AS REQUIRED) NEW FILTER FABRIC COMPACTED SUBGRADE (COMPACT IN 8" / LIFTS TO 85% DRY DENSITY w X X X X X-� w 00 Op r 3 0 GALV. SCHEDULE 40 PIPE TO BE WELDED - fy- C1 D Do I 1 OQ_� _' / //\// /\/ 6 WIDE METAL CORE UNDERGROUND TO 12N1 2"x5/8" GALV. STEEL PLATE _ o D' /\/ WARNING TAPE PRINTED WITH "CAUTION ` i D 1 p ODp�OD ; of I II 11 I1 II o BURIED UTILITY LINES" °o�p�Oo�p�O�o =---=� _ o / //\\ //\\j\\ y / 2x12 MOISTURE TREATED WOOD PLANKS A R C H I T E C T S 1/4 �I I—I�I—� c�Q D III—I I M I \\\\ �\\\ \\\/ � / PAINTED RED. NUMBER OF PLANKS AS TYP. o III. 11 I�( gp 0 0 — `V \\//\ \\/\\//\\//\\// � / REQ'D FOR WIDTH OF TRENCH 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 I_ ( \/\/\/\/ / P. 631.689.8450 1 F. 631.689.8459 www.wfcaia.com -1 I I-- i I `i'( �i I I 1=1 \�\\ /\\/ ON �— I- 6 THICK LAYER OF -o -I I�-I I I-I I I-�I I I I I I = �� 1 / / / 1=1 11=1 I I -=1 I I , ' j;., NEW 12 x12 x5/8 GALV. STEEL PLATE „�I I I COMPACTED SAND OR — j _ _ _ F EXPANSION BOLTED TO NEW CONCRETE PAD GRAVEL BASE I=1 I=1 ' / =111=1 I 1=1 — I 1=1 I 1=1 I // 4' " �`'= ' 1 —0 / _ — J j, a� I III I I I / _ 1 I I—I I I—=1 I I—I 11=1 I I �f: f: WITH (4) 3/8"o S/'S EXPANSION BOLTS (3" COMPACT EXISTING I=1 —II :.. —1I1=II --III—III—III—II EMBEDMENT) GRADE TO 95% DRY 1 =1 11= 11= 11—I�1=111=1 I I—III ` DENSITY 1=1 NEW 8" CONCRETE PAD (SEE DETAIL 3/A-102.00) CO I I=1 1 `° ` ':;, •. =111=11 = 111=111=III �: - -I IF III—III—III——_ �.. I =I =III=)11=III=III=III— PVC CONDUIT, TYP. COORDINATE :•.•:•-. :•. '•' •'� ;' I I I= 111=1 1=111=111=11 TYPE, SIZE AND NUMBER OF - . =1 I I=1 I — =111=1 I I=1 CONDUITS WITH INFORMATION SHOWN :°•:. _ •:,.,: :•'. . : ; 1: :: :• : , ' : — — — CONSULTANT: ON ELECTRICAL DRAWINGS AND WITH =1 I I-11 -1 l 1=11 ELECTRIC AND TELEPHONE UTILITY 4" 4' 4" —III IIII= COMPANIES TELCO/POWER PANEL RACK DETAIL CONCRETE PAD DETAIL UTILITY TRENC UNDISTURBED EARTH 3 SCALE = 3/4" = 1 —0 4 � �� WASHED SAND IN 6" LIFTS / SCALE = 1 = 1 —0 SCALE = 3/4" = V-0" EXISTING F.D. WHIP ANTENNA ATOP POLE NO. DATE SUBMISSION 118'-0" f AGL 1 4/30/15 FOR REVIEW TOP OF EXISTING WHIP ANTENNA 2 5/18/15 ISSUED FOR FILING 3 9/23/15 ISSUED FOR FILING NEW VERIZON WIRELESS TELCO AND) ELECTRICAL CONDUITS TRENCHED FROM EXISTING MESASPAN EXISTING AT&T ANTENNAS TO REMAIN 110'-0" f AGL CABINET/NEW METER TO NEW EQUIPMENT PANELSCA n TOP OF EXISTING MONOPOLE 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) n CONCRETE PAD WITH NEW WEATHER; CANOPY ABOVE EXISTING r DIPLEXERS WITHIN II 107'-0" f AGL f I PCS EQUIPMENT OF EXISTING AT&T ANTENNAS 14 -0 61-6 AREA 100'-0" t AGL 12'_0" TOP OF VERIZON WIRELESS ANTENNA CAVITY lqp 99'-6" f AGL I ' 0 T.O. NEW. VERIZON WIRELESS SECTOR ANTENNAS NO. DATE REVISION O W Q 95'-6" f AGL NEW VERIZON WIRELESS 50KW DIESEL + I � L OF NEW. VERIZON WIRELESS SECTOR ANTENNAS GENERATOR ATOP NEW CONCRETE PAD. REFER p `" � x x x x x I I KEY PLAN: 0 W Q TO SHT. E-100.00 FOR GENERATOR INFO I, �. - �k x x 90'-0" f AGL n BOTTOM OF NEW. VERIZON WIRELESS CAVITY NEW LEYLAND CYPRESS TREES PLANTED wa � � IIII AROUND NEW VERIZON WIRELESS J~ I 0 .. » � FYIEXISTING T—MOBILE COMPOUND EXTENSION 6 —0 O.C. » DOUBLE ALTERNATING ROWS. REFER TO {" ! EQUIPMENT AREA 87 —0 f AGL DETAIL 3—SP-100 x x x x x l OF EXISTING T-MOBILE ANTENNAS Ae nQRMI IIII u b x x x r— L — — — \ OF EXISTING METRO PCS ANTENNAS - I I GENERATOR I x x x x x x = I r— I DIESEL (4) NEW VERIZON WIRELESS GPS UNITS �� x L— — —— — x L o� SECURED TO NEW WEATHER CANOPY -- r/� TA TA TA T/e TA T/E—T/e r� r/� TA r/r /E r/� r/� � x x x x x AREA OF WORK / 12 NEW 7/8"�D VERIZON WIRELESS ANTENNA COAX CABLES I x I 0 , I x NEW VERIZON WIRELESS ELECTRIC METER AND ROUTED UP WITHIN THE EXISTING CONCEALMENT POLE e x DISCONNECT SWITCH MOUNTED TO BACKSIDE OF I 1) I ° BATTERY I I EXISTING H-FRAME-METER BANK x i o F, x I EXISTING AT&T COMPOUND I o i A-100 *• I '�� MoD 1 c i x x " ___ EXISTING F.D. WHIP ANTENNA, TYP. Ta x 1 �� MOD �x .� NEW 6'-O" HIGH FENCE WITH (1) I �� 1 I x x I ',i,G[Tv�/ � '✓ 4'-0" WIDE GATE. REFER TO DETAIL } ° I _ 3/A-101.00 I 3 NEW MAIN DISTRIBUTION BOXES I '�� I EXISTING F.D. ANTENNA CABLES TO BE RE-ROUTED THROUGH CABLE ( ) ST MARION PORT ON EAST SIDE OF PORT. MOUNTED TO NEW H-FRAME. REFER I -- ©ODE TO DETAIL 1/A-102.00 I X I MDB MDB MDB 1 30'-0" f AGL P 1 a.0 of x x SEC-�pR OCT 19 2015 NEW ELEVATED CABLE ICE BRIDGE FOR (12) NEW 7/8"� I q OF F.D. WHIP ANTENNA MOUNTS — ——— — — —— — — — VERIZON WIRELESS ANTENNA COAX CABLES I �1 �, X X X x Southold Town 65" Planning board 245 MAIN ROAD LESS GPS UNITS SECURED TO NEW (4) NEW VERIZON WIRE I NEW 6'-0" HIGH FENCE WITH (1) 4'-0" WIDE GATE EAST MARION, NEW YORK 11939 WEATHER CANOPY I - 10'-6" f AGL " � ' TITLE: NEW VERIZON WIRELESS EQUIPMENT CABINETS SET ATOP t NEW CONCRETE PAD WITH NEW WEATHER CANOPY ABOVE I TOP OF NEW. VERIZON WIRELESS GPS UNITS NEW ELEVATED CABLE ICE BRIDGE FOR (12) NEW 7/8"0 - C< M ENLARGED EQUIPMENT PLAN VERIZON WIRELESS ANTENNA COAX CABLES ' WEST ELEVATION AND DETAILS 9'-0" f AGL 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 DATE: FEBRUARY 18, 2015 ` 6'-0" f AGL tjh TOP OF NEW. CHAIN LINK FENCE PROJECT NO: 14-10837 ® 1" FrI EXISTING F.D. EQUIPMENT CABINET EXISTING ELECTRICAL TRANSFORMER CPK DRAWN BY: 0'-0" (35' f AMSL) / 4 CHECKED BY: TM GRADE IQV EXISTING MESASPAN CABINET AND TN SCALE: AS NOTED PULLBOX BELOW DRAWING NO: NOTE: AM NEW PLANTINGS NOT SHOWN FOR CLARITY. 0' 1'-4" 2'-8" 5'-4" I—AM 00000 WEST ELEVATION 5' 10' 20' ENLARGED EQUIPMENT PLAN 1 - SCALE = 1 = 10 1"=10'-0" SCALE — 3/16" — 1 '-0" 3/16"=1'-0" NORTH SHEET NO: 3 OF 7 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. y= a 2. ALL STEEL SHALL RECEIVE ASTM A525 HOT-DIPPED GALVANIZED COATING APPLIED AT 1.25 OZ./SQ.FT. STRUCTURAL STEEL SHALL 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 GROUT FOR STEEL BASE AND BEARING PLATES SHALL BE OF A NON-METALLIC, NON-SHRINK COMPOSITION. ' VERIFIED ALL EXISTING CONDITIONS PRIOR TO SUBMISSION OF BID. 8'-6" 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. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. EQUIPMENT PAD BELOW REPRESENTS NEW q-101 ,'. EQUI 5. ALL WELDING SHALL COMPLY WITH THE AMERICAN WELDING SOCIETY CANOPY ABOVE ---- 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 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, W6 X 15 W6 X 15 COPIES TO THE ARCHITECT. PROVIDE A COPY OF THE WELDERS CERTIFICATION. ALL WELDING IS TO BE PERFORMED WITH E70XX CONFLICTS, AND/OR OMISSIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY " I �� ELECTRODES, UNLESS OTHERWISE NOTED OR REQUIRED. REMOVE ALL DIRT, GREASE, PAINT AND BURRS WITHIN 3 OF ALL WELDS. ALL BEAM i m m m I COMPLETION OF THE WORK. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND Y 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 A R C H I T E C T S 6. ALL WELDS NOT SPECIFICALLY CALLED OUT ON THE DRAWING SHALL BE THE MINIMUM WELD SIZE, AS SP Y THE AISC ARISING THEREFROM. MANUAL LATEST EDITION. SEE NOTE 10 FOR ADDITIONAL CRITERIA. 5. ALL ITEMS OF WORK IDENTIFIED ON THE DRAWINGS BY NAME NOTE OR I I � ) 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 P. 631.689.8450 1 F. 631.689.8459 I www.wfcaia.com 7. BOLTED CONNECTIONS SHALL BE FRICTION-TYPE USING GALVANIZED HIGH-STRENGTH, 3/4" DIAMETER, A-325 BOLTS SET IN 13/16" MATERIAL DESIGNATION ARE NEW, UNLESS OTHERWISE NOTED. DIAMETER HOLES, IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR STRUCTURAL JOINTS, LATEST EDITION. MINIMUM WEB CONNECTIONS) SHALL HAVE (2) BOLTS. 6. ALL NEW MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE r: , ED A �` x x I MANUFACTURERS LATEST PRINTED SPECIFICATIONS, AND WITH ALL APPLICABLE CODE �;!c,` ` _ - I � 0 8. ALTERNATE CONNECTION DETAILS MAY BE USED IF SUCH DETAILS ARE REVIEWED AND APPROVED BY THE ARCHITECT. HOWEVER, THE REQUIREMENTS. t,,�.:��.,< . x I _ ARCHITECT SHALL BE THE SOLE JUDGE OF ACCEPTABILITY, AND CONTRACTORS BID SHALL ANTICIPATE THE USE OF ALL DETAILS AS SHOWN x _ iv 7. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH BEST STANDARD TRADE - x I ON THE DRAWINGS. ANY APPROVED ALTERNATE DETAIL(S) SHALL BE INCORPORATED INTO THE WORK AT NO EXTRA COST TO THE OWNER. ' _j PRACTICES. EACH TRADE SHALL COOPERATE WITH OTHER TRADES TO FACILITATE JOB . -� -' 9. CONNECTIONS SHALL BE DESIGNED FOR THE LOADS INDICATED ON THE CONTRACT DRAWINGS. WHERE MEMBER REACTIONS ARE NOT SCHEDULING AND COMPLETION. 3 NEW LIGHT FIXTURES SHOWN, BEAM CONNECTIONS SHALL BE DESIGNED TO SUPPORT A VERTICAL SHEAR EQUAL TO 50% OF THE TOTAL UNIFORM LOAD CAPACITY ( SECURED TO UNDERSIDE OF I OF THE BEAM, LATERALLY SUPPORTED, OR THE SHEAR CAPACtlTY OF THE WEB, WHICHEVER IS GREATER. 8. PROPRIETARY NAMES IDENTIFYING ITEMS OF WORK ARE USED TO DESIGNATE THE I CANOPY, OPERATED BY NEW I ( STANDARD OF CONSTRUCTION. ITEMS OF EQUAL QUALITY MAY BE SUBMITTED FOR TIMER SWITCH. SEE DETAIL I 10. STRUCTURAL CONNECTIONS SHALL BE SNUG TIGHT IN ACCORDANCE WITH THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS THE ARCHITECTS REVIEW. CONSULTANT: 51A-101.00 I "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 0'R 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 OY 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 X 15 12. ANCHOR BOLTS SHALL BE TENSIONED BY THE TURN-OF-NUT METHOD AFTER GROUTING OF BASE P COMPLETE THE ENTIRE SCOPE OF THE WORK. I PLATES. - ------------ -- ------- 10. ALTERATIONS TO EXISTING WORK SHALL BE PATCHED AND FINISHED, AS _ 13. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISIFITTING AND/OR NON-CONFORMING MATERIALS OR CONDITIONS SHALL BE 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. 2A2 APPROVAL, AND THE CONTRACTOR WILL BE FULLY RESPONSIBLE FOR ALL CORRECTIVE MEASURES AT NO ADDITIONAL EXPENSE TO THE 2A1 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. / DIMENSIONAL CORRECTNESS AND FIT. NO STRUCTURAL DRAWINGS ARE TO BE REPRODUCED FOR USE AS SHOP DRAWINGS. CONTRACTOR NO. DATE SUBMISSION BASE AND CAP PLATES, TYP. SHALL REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR THE LOCATION OF MISCELLANEOUS OPENINGS AND RECESSES. DENOTES SPAN OF 22 GA. 3" OF (3 ) ON CONC. PAD 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 3 9/23/15 ISSUED FOR FILING 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. o' 1'-4" 2'-8" BE REMOVED, RELOCATED, AND/OR REINSTALLED, AS REQUIRED FOR INSTALLATION (D! ANOPY FRAMING PLAN 17. ALL STEEL WORK SHALL BE COMPLETED PRIOR TO SETTING THE EQUIPMENT CABINETS OR EQUIPMENT SHELTER. OF NEW WORK. SC » " 3/8" _ -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, ALE = 3/8 = 1 -0 MINIMUM 4,000 PSI AT 28 DAYS, AIR ENTRAINED FROM 4% TO 5%. NO. DATE REVISION 4'-O" 1 5/8" O.D. TOP KEY PLAN: RAIL LIGHTING FIXTURE SCHEDULE PROVIDE MICROFLECT 8509 PIPE HEAD THROUGH NO.LAMP ALIGN ±9,-0 A.F.G. � DIAGONAL MFG. & CAT. N0. FIX. WATT LAMP TYPE FINISH MOUNTING/HT. O TOP OF NEW BRACES AS BOLTED TO MOUNTING PIPE BELOW. VERIFY WATT WEATHER CANOPY r+ REQUIRED, TYP. EXACT HT. IN FIELD. 150 PAR-38 1 GRAY SURFACE MTD. + i i RAB LIGHTING i NEW 1-1/2 20 GA. TYPE i + TENSION BAR. +_j 'B' GALV. ROOF DECK. TACK `-- MICROFLECT 8502 GRATING TYPE CABLE H101 B WELD TO NEW SUPPORTING + BRIDGE CHANNEL SECURE TO PIPE HEAD STEEL 1 LATCH WITH MOUNT WITH MANUF. RECOMMENDED O O �✓ "� NEW GALV. STEEL W605 1 PADLOCKING HARDWARE. O O �b PROVISIONS. L3x3x1/4" BRACING AT UNDERSIDE OF DECK 1'-6" ANTENNA CABLES ROUTED ALONG ICE BRIDGE O O Q 1/4" 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 7 " PLATE SECURED TO NEW in WAVEGUIDE CUSHION HANGER ASSEMBLIES. O O 17 6 I 55/31, ao W6x15 WITH (4) 3/4"0 A325 O O NOTE: I 14.3 cm �Pa ALL LIGHTS TO � BOLTS, TYP. 2" DIA. BRACE ti BE FULLY ` AREA OF WORK / d NEW 3"0 GALV. STEEL w (NP) ADJUSTMENT BOLTS. > SHIELDED AS °, 00 COLUMN WELDED TO NEW z REQUIRED BY , L 3" X 3" X GALV. Q MICROFLECT B130 3 1/2" GALV STEEL SCH 40 w THE TOWN OF 1/2" THICK BASE PLATE STL. ANGLE M 3" O.D. GATES PIPE MOUNT SET IN CONCRETE BASE AS Q SOUTHHOLD �•. \ NEW 6"x6"x1/2" GALV. STEEL (1) 3/4"0 A325 BOLT. � POSTS. INDICATED. SEE MANUFACTURERS PLATE SECURED TO NEW TYP. - SPECIFICATIONS FOR RECOMMENDED SPACING. 1/4"V CONC. PAD WITH (4) 1/2"0 N 1 5/8" O.D. WATERPROOF SEALANT Co ? HILTI KWIK BOLT II EXPANSION POST/BEAM WELDED TAB TO BOTTOM RAIL 7, 3 I I ANCHORS (3-1/2" MIN. % ( 3/4" CHAMFER � a• , Wl!'�/�S5 - EMDED.), TYP. OF (4) PLATES b OPTIONAL). CONTRACTOR SHALL TRIM SONOTUBE wireless N 1' a I I. 1'-0"m SONOTUBE 1�.-.1 1 s .1 FORMED CONCRETE 1...,1 1 : •1 DOWN TO GRADE AFTER CONCRETE FOOTINGS. I I 1 . FENCE FABRIC SHALL BE HAS CURED. NEW VERIZON WIRELESS � °I 1 I I° GALVANIZED STEEL MESH 9 EQUIPMENT PAD - 1.4J l'� • I a in 1 ,1 ( -PAINT PORTIONS OF 1. I I.,. ) 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 � \/\\ /\\ OUTDOOR LI ST MARION 1 1 i 1 IN CONCRETE WITH I I I e .► " /\ \ LIGHT FIXTURE DETAIL o [ C Y E 1/4 OUTSIDE DIAMETER. CUT-BACK ASPHALT PAINT, TYPICAL. \//\ // I CUT-BACK ASPHALT I I I 'I GALVANIZED STEEL, SCHEDULE / !J 1 PAINT, TYPICAL. P u'' 1 40. TOP AND BOTTOM RAILS %� SCALE = 1 " = 1 '-0" L_° J 'J SHALL BE 1 5/8" OUTSIDE POURED CONCRETE FOOTING, SET PIPE �\ ° /�� OCT ZO15 DIAMETER SCHEDULE 40. MOUNT AS INDICATED WITHIN. / \// FENCE POSTS SHALL BE CONTRACTOR TO 'DE-WATER' TRENCH AS i\\ /N NEW 1-1/2" 20 GA. TYPE 'B' SoutholdTovin NEW VERIZON WIRELESS 1 -0 a \//\ GALV. ROOF DECK Planning Board 9245 MAIN ROAD EQUIPMENT PAD 4" THK. LAYER OF 3/4" STONE OR SPACED A MAXIMUM OF REQUIRED DURING INSTALLATION OF �\ ° ` /\\, _. GRAVEL. 10'-0" INCHES ON CENTER. CONCRETE TO ENSURE PROPER \ \//\\ EAST MARION, NEW YORK 11939 INSTALLATION STRENGTH. NEW GALV. STEEL W6x15 1 5/8" BOTTOM RAIL. CHAIN LINK FENCE SYSTEM \\ a°: % 9'-0" NEW 3"0 GALV. STEEL MIRASCAPE FILTER FABRIC TYP. WITH PERMAHEADGE VISION COLUMN WELDED TO NEW BLOCKING/ ANTI CLIMB SLATS UNDISTURBED EARTH. a . //\ T.O. CANOPY TITLE: 4" STONE OR GRAVEL. \� CANOPY FRAMING PLAN 1 1/2" THICK BASE PLATE - „ 6 12" 0 SONOTUBE FORMED �/\ \� 1/4 � �� CONCRETE BASE. a °.. c \� P-1000 UNISTRUT SECURED TO NEW AND DETAILS 2x6 PRESSURE `�,\\�/ /\, Em \/ %/j\ ° ` /j W6x15 GALV. STEEL WITH 3/8"0 S/S NEW 6x6 x1/2 GALV. STEEL TREATED LUMBER SET / /� 1 I /�V PLATE SECURED TO NEW 12" OUTSIDE OF NEW \� �� HARDWARE, TYP. cO CONC. PAD WITH (4) 1/2"0 FENCE LINE. \� 'i I °d / �\// e °..a \ \ DATE: FEBRUARY 18, 2015 ® HILTI KWIK BOLT II EXPANSION �/ FURNISH AND INSTALL SWING NOTE. \/\\ \ % PROJECT NO: 14-10837 1'-0"O SONOTUBE FORMED 'I I % / TYPICAL UNISTRUT ANCHORS (3-1/2" MIN. GATE AND ALL NECESSARY PROVIDE A MINIMUM OF (2) \\/\ \\ \\ \\ \\ \\ \\� DRAWN BY: ( ) CONCRETE FOOTINGS. r\� 1 I. HARDWARE AND STIFFENERS SUPPORT POSTS PER TRAY SECTION. /j \//�// /j/ //j�/ 3/8" GALV. STEEL HARDWARE CPK 1" EMDED.), TYP. OF 4 PLATES r /� . ...I 1'. REQUIRED TO PROVIDE A `\\��\2� `��\\�`� NOTE: CHECKED BY: TM PRESSURE TREATED \ . WOOD STAKE AT 4' O.C. Lr COMPLETE CHAIN LINK GATE UNISTRUT P1000 TO BE HIGH PLAN AT CANOPY POST 'AZ \� INSTALLATION. STRENGTH HOT-DIPPED ANDREWS SNAP-IN CLIPS SCALE: AS NOTED NEW CONCRETE FOOTING. \�� / GALVANIZED. NEW VERIZON WIRELESS ANTENNA DRAWING NO: CABLES CANOPY POST DETAILSr� CHAIN LINK FENCE DETAIL EQUIPMENT ICE BRIDGE DETAIL CABLE/ CONDUIT SUPPORT AT CANOPY 2 SCALE = 1 1/2" = V-0" 3 SCALE = 1/2"=V-0" 4 SCALE = 1 " = 1 '-0" 6 SCALE = 1 1/2" = V-0" SHEET NO: 4 OF 7 OROSSBAND COUPLER MANUFACTURER: RFS ` MODEL: FD9R6004/1 C-3LAP "� '`, p;• :> e'-0• 1.5» OUTDOOR CABINETS NEW TOP OF CANOPY 5.8" ALCATEL—LUCENT LIGHTRADIOol CABINET ; © - (2 / )2-7 8" PIPES (3" O.D. 9712 OUTDOOR CABINET FULLY WELDED TO BASE PLATE - FRONT " �,. (6 CUT TO REQUIRED LENGTH— ° HYBRIFLEX FOR ALPHA, BETA I ' .•4'` ; " li PLAN VIEW -3/8 DIA FLAT AND GAMMA SECTORS NOTES: / EXTEND TWO (2) 3" EMT '. ." WASHER A CONDUITS FROM TOP OF ,n BATT FRONT VIEW SIDE VIEW 3 8" DIA U-BOLT (TYP) TROUGH AND TERMINATE AT 1. ALL RAYCAP MAIN DISTRIBUTION BOXES I � 3/8 DIA o G-BOLTS TO BE SIZED CANOPY CEILING CABLE SHALL BE MOUNTED AT 48" A.F.F. NUT ACCORDING ANTENNA PIPE DIAMETER PROPOSED RAYCAP MAIN MOUNTING MEASURED AT THE CENTER of THE UNIT. DISTRIBUTION BOXES MOUNTED TO lo NO OBSTRUCTIONS DIRECTLY ABOVE THE SHELTER INTERIOR WALL. (NUMBER DISTRIBUTION BOX SO THAT THE COVER p: OF MAIN DISTRIBUTION BOXES CONTRACTOR PROVIDED AND CAN BE REMOVED. SUBJECT TO CHANGE BASED ON 2'-2" 2'-s" 2'-2' 3. SPECIFIC SITE REQUIREMENTS INSTALLED (NEMA 1) 2'-4 1/2" ;. PROPOSED PIPE ) 10"X10"X18" TROUGH MOUNTED 2.BE ALL UNISTRUT ACCOMMODATE DEEP) SHALL CONCEALMENT POLE STRUCTURE ON SHELTER WALL CONDUIT INSTALLS, 12" MINIMUM. (2) GALV. STEEL PIPE CLAMPS PLAN VIEW v A R C H I T E C T S 4: `.;, ° ° 3. ALL HARDWARE SHALL BE STAINLESS " STEEL 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 1-5/8" HORIZONTAL EXTEND THREE (3) 3" EMT 4 4 '°psaP. 631.689.8 50 � F. 631.689.8 59 1 www.wfcaia.com UNISTRUT PART "V°°""` • CONDUITS FROM TOP OF 4. REMOVE TWO (2) 2-1/2" BLACK 2'-4 1/2" 2'-5 1/2" •'`'�' #P1000T ATTACHED TO TROUGH AND TERMINATE AT HYBRIFLEX CABLE COMPRESSION FITTINGS ` -"`, . PROPOSED PIPES, BOTTOM OF UPPER TROUGH SUPPLIED WITH THE RAYCAP BOX AND CUT TO REQUIRED LENGTH (TYP FOR 2) INSTALL TWO (2) 2-1/2" EMT CONNECTORS AND BUSHINGS BETWEEN THE RAYCAP BOX AND THE TOP NEW DIPLEXER SECURED TO °� I 00 --- PROVIDE TWO (2) 2-1/2" GRS TROUGH. °. ��' s' MIN 6" MIN NIPPLES AND MYERS HUBS CONCEALMENT POLE ;, "' �' �' �r ` �' �; A 0 D f.C;? f� .� BETWEEN THE RAYCAP BOX AND =?`- j ,✓ �' rC: 5. EXTEND #2AWG INSULATED, STRANDED, STRUCTURE EXTERIOR r. . l (� THE TOP OF THE COPPER CONDUCTOR BOLTED FROM BASE J!`' a; f •' TROUGH. (TYP. FOR 6) AND BOND TO GROUND RONG. 'o i .t D I 6. PULL STRING SHALL BE TERMINATED INSIDE OF SHELTER AND TROUGH BOX ,. "�a FOR ALU USE. ' HYBRIFLEX, POWER AND FIBER CONTRACTOR PROVIDED AND sia r ° , ti INSTALLED WEATHERPROOF CON�IL,ATNT;:•1 UNISTRUT CAP (TYP) (NEMA 3R) 10"X10"X6'-0" TROUGH MOUNTED ON UNISTRUT �Y'"""-' - FRONT FRONT SIDE ELEV ELEV SIDE ELEV REAR ELEV CONCRETE PAD ELEV COMPACT COMPACT COMPACT 3/16" �— 2,432 LBS. CABINET CABINET CABINET 8"X8"X1/2" BASE PLATE EXTEND #2AWG INSULATED, STACKED STACKED 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) HORIZONTAL UNISTRUT, PART 6 CIRCUIT # P100oT ATTACHED TO #1 PROPOSED PIPES, CUT TO REQUIRED LENGTH • (TYP FOR 4) NO. DATE SUBMISSION FULLY WELDED PIPES BASE"PATE 1 4/30/15 FOR REVIEW TO CUT TO REQUIRED LENGTH 2 5/18/15 ISSUED FOR FILING 3 9/23/15 ISSUED FOR FILING T O 1/ -1 — CONTRACTOR PROVIDED AND INSTALLED 1/2" DIA BOLT WEATHERPROOF (TYP FOR 4 PER BASE PLATE) ffac) 10 X 3R)-0" TROUGH MOUNTED ON TYPICAL MAIM DISTRIBUTION BOX MOUNTING AT GRADE $"X$"XB/OL'T DA TO PLATE— CONC. UNISTRUT DI PLEXER DETAIL BATTER CABINET DETAIL 9712 ENODE EQUIPMENT CABINET DETAIL &cALE = N A SIDE VIEW 2 SCALIE = N.T.S. 3 SCALE = 1 2" = 1 '-0" A — " — '— " � / SC LE — 1/2 — 1 0 NO. DATE REVISION KEY PLAN: ANTENNA MANUFACTURER: AMPHENOL GPS MANUFACTURER: PCTEL EXISTING RF COMPATIBLE Antenna,�+� �„A NOTES: -Lines 1 term 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') �- �, " SECTORS - 1 1/4" DIA. CABLE (UP TO 200') .63 LBS/FT. 1 2 �- - L 71—x- c SECTORS - 1 5/8" DIA. CABLE (201' OR GREATER) .70 LBS/FT. 3.2" 100'-0"f AGL GPS - SHELTER T.O. ANTENNA CAVITY 0 0 0 MECH ' DOWN CABLES / CABLE 7DO1850-PCSIAWS LO fI, TYPE No. TYPE WEIGHT AZIMUTH TILT DPLXR ANTENNA LENGTHS 99'-6"f AGL LTE/PCS/AWS Al CWWX063X25G00 41.0 LBS. 65' 0- Y (4) 7/8" 160' T.O. OF NEW VERIZON WIRELESS SECTOR ANTENNAS ti LTE/PCS/AWS 131 CWWX063X25G00 41.0 LBS. 228' 0- Y (4) 7/8" 160' v AREA OF WORK / . Al EXISTING REMOVABLE COVEFR FOR LTE/PCS/AWS G1 CWWX063X25G0O 41.0 LBS. 342' T Y (4) 7/8" 160' ` ANTENNAS • A GPS UNIT a, ao00 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" a GPS-3 GPS-TMG-HR-26N 0.6 LBS. CANOPY (1) 1/2" A A R"' � wireless 95'-6"t AGL of > GPS-4 GPS-TMG-HR-26N 0.6 LBS. CANOPY (1) 1/2" OF NEW VERIZON WIRELESSQ O U SECTOR ANTENNAS � NOTES D R �,IP_ PA A 1. ALL INDICATIONS OF NORTH ARE FOR REFERENCE ONLY CONTRACTOR TO VERIFY IN FIELD (� (� ST MARION TRUE NORTH PRIOR TO SECTOR ANTENNA INSTALLATION. E C nn E � V L� (3) NEW VERIZON WIRELESS 12.o OCT 19 2015 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 "•»� -- . •-- - �-»- • --- » -- • -- • �"- • --.» • --•�. • ---. • --- • -- - -- - .� - _ Southold Town Planning Board PROJECT ARE -919011 CD ,, 245 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 MOUNTINIG 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 PAI PA90'-0"t AGL 5. ALL CABLE LENGTHS MUST BE V.I.F. TAG BOTH ENDS OF ALL TRANSMISSION LINES WITH 0 0 0 BRASS TAGS DENOTING COLOR CODE AND SECTOR. ATE: FEBRUARY 18, 2015 B.O. EXISTING ANTENNA wVITY PROJECT NO: 14-10837 6. PATCH, REPAIR AND RESTORE ANY AREA WHICH IS AFFECTED BY INSTALLATION OF ANY ITEMS DRAWN BY: WITHIN THE SCOPE OF WORK WITH NEW MATERIALS TO MATCH, ALIGN AND BE CONTIGUOUS CPK WITH EXISTING SURROUNDING SURFACES CHECKED BY: TM LTE-7C SCALE: AS NOTED F=LAY=_ FRAME DRAWING NO: ANTENNA MOUNT DETAIL ANTENNA INFO go = I 02eOO SHEET NO: 5 OF 7 SCALE = N.T.S. SCALE = N/A s N 3'-2-5 16" 3'-2-5/16" / Vi I a O A a I ` Mc.. } A ♦ O O ,•;;, ;.dFa it « LEGEND A 1U., 3 O GALVANIZED STEEL GROUND BAR BY ELECTRIC A R C H I T E C T S CD to MOTION COMPANY INSULATED GROUND BAR a a 2 � ' © 0o _ Q2 (2) INSULATORS (ADD SUFFIX BI)(2) WALL MOUNTING BRACKETS (ADD SUFFIX BIM) 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 P. 631.689.8450 1 F. 631.689.8459 ( www.wfcaia.com O30 * 0 ° o ° o o 0 0 0 ° o ° ® #2 AWG SOLID OR STRANDED COPPER WIRE w w 0 ° ;F BOND TO GROUND BAR, ROUTE IN DOWNWARD M m ° o o , O ° °co ° o 1 DIRECTION TO WATER SERVICE ENTRANCE PIPE f.','f ,' ...•. -iY,• �� ° ° OR BUILDING STEEL. ; '' l sn' NOTE: 4 1. FOR TWO HOLE LUGS W SPACING .A, HER THAN THE PRE—DRILLED, THE CONTRACTOR SHALL DRILL THE N Y, 4 BAR IN THE FIELD. FULL SIZE 1'-3-1/16" L�GSSTOHTHE GROUND BAR USED TO ATTACH CONSULTANT: 1_ O 210 GAL. O ; 210 GAL. 1 F_LTAN TANKTANFUEL TANK N FUEL TANK N 8'-5 1/16- REAR /16"REAR VIEW (INTAKEI 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 MODEL NUMBER 2 5/18/15 ISSUED FOR FILING MTU 4RO113 DS50 3 9/23/15 ISSUED FOR FILING GENERATOR DETAIL GROUND BAR DETAIL 2 &S CALE = 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) CONTRACTOR. • • T&T � �', O 200 200 ® T MOBI GRADE tttC��J NOTE E7 . •• •• • . . a� °moo r NOTE E2 P�s NOTE E6 CONTROL EXISTING PANEL CB PSEGLI �► �_" 1—PHASE NOTE E J mos TRANSFORMER E5 EXTERIOR GRADE a AREA OF WORK / \/\ 001 \\��\\/ = D 00 /\\j \\ A B F s ,ff ELECTRICAL NOTES % ELECTRICAL INSPECTION CONDUIT/WIRE LEGEND V(3Vfl7 wireless \\ \\/\ �-��\FROM PROTECT THREADED AREA E1 120/208V, 10, 3W WEATHERPROOF MULTI—METER ASSEMBLY (EXISTING) SHALL BE USED TO Lo DAMAGE DURING AND AFTER INSTALLATION THE ELECTRICAL CONTRACTOR SHALL PROVIDE A CERTIFICATE OF �A EXISTING PRIMARY CONDUIT/CABLE SHALL BE LOCATED AND FEED THE VERIZON WIRELESS EQUIPMENT CABINETS. "r� / ��i\ /yELECTRICAL 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 CA\\�D / EXISTING SECONDARY CONDUIT/CABLE SHALL BE LOCATED AND NEMA 3R ENCLOSURE. MATCH EXISTING METER STACK MANUFACTURER. 200 AMPERE, 2 POLE ST MARION PROTECTED DURING CONSTRUCTION. CIRCUIT BREAKER SHALL BE LABELED VERIZON WIRELESS . �f+ /GROUND RING // �C 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 AWG \/ GROUND BETWEEN THE EXISTING MULTI—METER CENTER AND THE PSEGLI'S STANDARDS. LABEL METER PAN "VERIZON WIRELESS". OCT 19 2015 \ \\ /\ MAIN CIRCUIT BREAKER IN THE INTEGRATED SERVICE PANEL. E4 INTEGRATED SERVICE PANEL ISP FURNISHED BY VERT / GROUND ROD UTILITY NOTE (ISP) VERIZON WIRELESS AND INSTALLED BY THE /\\ 3 ,�� CONTRACTOR. THE ISP SHALL CONTAIN 200 AMPERE UTILITY AND EMERGENCY CIRCUIT Southold Town COPPERWELD /4 i ID 2-1/2 SCHEDULE 80 PVC CONDUIT WITH 3—#4/0 + 1 — #2 Planning Board 9 45 MAIN ROAD X 10'-0" LONG /\ GROUND RUN 24" BELOW GRADE BETWEEN THE GENERATOR LINE BREAKERS, BREAK BEFORE MAKE AUTOMATIC TRANSFER SWITCH AND 42 POLE PANELBOARD ALL THE TRANSFER SWITCH IS A BREAK BEFORE MAKE DEVICE UTILIZING CIRCUIT BREAKER AND EMERGENCY CIRCUIT BREAKER IN THE 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 INTEGRATED SERVICE PANEL. SEE NOTE E7. FOR P RSE AS SERVICE EQUIPMENT" LABEL. MINIMUM INTERRUPTING CAPACITY SHALL BE 22,000 SERVICE PANEL (UL 891 LISTED). AMPERES E FULLY RATED. CONTRACTOR SHALL COORDINATE WITH PSEGLI TO DETERMINE THE _ ACTUAL AVAILABLE FAULT CURRENT AT THE POINT OF CONNECTION AND NOTIFY THE ENGINEER IF IE 12 3/4" SCHEDULE0R GENERATOR 80 PVC CONDUSTART BURSEDNAL + 10 SPARES)24" BELOW GRADE RUN IN THE SPECIFIED 22,000 AIC IS NOT ADEQUATE. TITLE: 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 \\ TRANSFER SWITCH. 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 IF 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 GENERATOR AND NOTIFY THE ENGINEER IMMEDIATELY IF THE UNIT IS PROVIDED WITH A LINE SIDE 3 GROUNDING ROD- 4 ELECTRICAL RISER DIAGRAM CIRCUIT BREAKER LARGER THAN 200 AMPERES. In 00000 SCALE = N.T.S. SCALE = N.T.S. SHEET NO: 6 OF 7 i ;9k a GROUNDING KEY NOTES - , OMASTER GROUND BAR (MGB) - GALVANIZED STEEL GROUND BAR BY ELECTRIC MOTION COMPANY WITH INSULATORS ''h x x x x TYPICAL VERIZON 0 #2/0 AWG GREEN INSULATED SOLID OR STRANDED COPPER WIRE FROM MASTER GROUND WIRELESS ANTENNA 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) OO TO (MGB), ALONG EQUIPMENT LINE AS INDICATED. ._ ANTENNA MOUNTING #6 AWG GREEN INSULATED STRANDED COPPER WIRE FROM EQUIPMENT TO EQUIPMENT f' '^= f�:a:,., :�.":, ". • ^ ` '�`�^ PIPE AND RELATED O r- — — — —— — — — D GROUND BUSS. • x HARDWARE GENERATOR \ #2 AWG SOLID TINNED COPPER WIRE EXTERIOR GROUND RING (EGR) BURIED 42 BELOW r. DIESEL \ ( E GRADE, CONNECTED TO GROUND RODS THAT ARE INCORPORATED INTO THE EXTERIOR O GROUND RING. ALL CONNECTIONS ARE TO BE CAD WELDED AND SPRAYED WITH L — —— ——— — — I COLD-GALVANIZED PAINT. A R C H I T E C T S x x / \ OF #2 AWG SOLID TINNED COPPER WIRE FROM UNISTRUT FRAME (ELEC/TELCO RACK) TO EGR. 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 OG TOWER GROUND BAR (TGB) P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com OiA_ ,; x H 6 AWG STRANDED GREEN THWN INSULATED COPPER WIRE BOND JUMPERS AT ALL .ICE ,•✓`".,' (? t1 f: `� x O BRIDGE CONNECTIONS. �J BATTERY #2 AWG SOLID TINNED COPPER WIRE FROM CANOPY CONDUIT SUPPORT TO MGB. < OJ SECTOR ANTENNA GROUND BAR. (SAGE) ONE BAR PER SECTOR.IK TYP � �� MOD ,i I OK COAXIAL GROUND KIT (CGK) DO NOT INSTALL ON BENDS. \\�� II IIx1/2"0 „ \� cF9` y/ x IM 1/2 0 COAXIAL O #2 AWG SOLID TINNED COPPER WIRE FROM MESA SPAN CABINET TO EGR. JUMPERS TYP CONSULTANT: #6 AWG STRANDED GREEN THWN INSULATED COPPER WIRE FROM EACH CGK TO SECTOR z � .I 0 MOD ; I . x L M TYP O ANTENNA GROUND BAR (SAGB). Q x II o I NO #2 AWG SOLID TINNED COPPER WIRE FROM EACH GPS CGK TO SAGB. OI C i ' BATTERY I D �.p p 2 AWG SOLID TINNED COPPER WIRE FROM R MOTE SECTORANTENNA GROUND BAR SAGB) ROUTED TO MONOPOLE GROUND BAR TYPICAL OF 3). 5 8” X 10'-0" LONG COPPER CLAD STEEL VERTICAL GROUND ROD BURIED 42" BELOW FIN II ENODE II O GRADE. RODS SHALL BE P CE NOT MORE THAN 15' & NOT LESS THAN 6' APART FROM k I ( x ANTENNA COAXIAL CABLE TO ADJACENT GROUND RODS. (TYP) ---- © i H COMMUNICATION EQUIPMENT 5/8" X 10'-0" LONG COPPER CLAD STEEL VERTICAL, GROUND ROD IN INSPECTION TEST II MDB MDB MDB I O WELL BURIED 42" BELOW FIN GRADE, TYP. OF (2). SEE DETAIL 3, THIS SHEET) • x GROUND LEAD TO MASTER iri • GROUND BAR NO. DATE SUBMISSION J O # 6 AWG STRANDED GREEN THWN INSULATED COPPER WIRE FROM COAXIAL GROUND KITS p — ———— —— — (CGK) AT BASE OF TOWER TO TGB. (TYP FOR EACH CABLE.) 1 4/30/15 FOR REVIEW x x x x 2 5/18/15 ISSUED FOR FILING B NOTE: OT # 2 AWG SOLID TINNED COPPER WIRE FROM NEW TGB AT CANOPY CONDIUT SUPPORT TO 3 9/23/15 ISSUED FOR FILING EXCAVATE BY HAND FOR THE CONNECTIONS TO NOTE: A THE EXISTING TOWER GROUND RING TO ENSURE TOWER GROUND RING, THIS DETAIL DEPICTS GENERAL GROUNDING 6_1 E THAT SAID GROUND RING AND GROUND LEADS OF O # 2/0 AWG SOLID TINNED COPPER WIRE FROM MONOPOLE GROUND LUGS TO MONOPOLE METHODOLOGY FOR TYP. ANTENNA INSTALLATIONS, 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. 0 GROUNDING SYSTEM CONNECTIONS (.EXISTING) OW # 2 AWG SOLID TINNED COPPER WIRE FROM GENERATOR ENCLOSURE TO GROUND RING 0' 4' g' O COPPER GROUND RODS OX # 2 AWG SOLID TINNED COPPER WIRE AT CANOPY CORNER POST TO EGR (TYP) GROUNDING PLAN- NORTH `©1 COPPER GROUND ROD IN TEST WELL OY #2 AWG SOLID TINNED COPPER WIRE FROM NEW GAS METER TO EGR. SCALE = 1/412=10-012 AT 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. 0 NEC ARTICLES 250 AND 810 AND VERIZON WIRELESS STANDARD NOTES AND 13. ALL ABOVE GROUND CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS AND CORROSION 6 CAST IRON FLANGE AND SPECIFICATIONS (LATEST VERSION). MONTHS AFTER INSTALLATION AND EVERY (12) MONTHS THEREAFTER. ( ) COVER WITH WORD 'GROUND' 2 AND CONSTRUCTION- ALL DETAILS ARE HMAY VARY OWN IN EDUE ATo SI SITE SPECIFIC CONDITIONS. INSTALLATION. ACTUAL GROUNDING IT ISNOT14, FOR DISSIMILAR METALS, USE CONDUCTORS WITH THE PROPER BIMETALLIC TRANSITION CONNECTOR CAST INTO COVER. �� TO DEPICT EVERY PIECE OF BETWEEN THE TWO. THE INTENT OF THE DRAWINGS AND SPECIFICATIONSINSPECTION HAND HOLE EQUIPMENT AND DETAIL BUT RATHER TO SHOW SYSTEMS TO BE INSTALLED. 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 TO NEAREST BAR USING # 2 WIRE AND OZ-GEDNEY TYPE HBLG BUSHINGS. COMPLIANCE WITH THE CRITERIA SET FORTH. GROUND SHALL B� 10 OHMS OR LESS, MAX. CONTRACTOR GRADE 3. RESISTANCE TO i S D&H SECTOR ALPHA SECTOR BETA SECTOR GAMMA �\\ ��\\\ ��\\\ SHALL EMPLOY A GROUNDING EVAILUATION COMPANY SUCH A __ �� 515-461-2969 OR EQUAL. NOTIFY VERIZON WIRELESS ANT/MOUNTS ANT/MOUNTS ANT/MOUNTS \\\\� \\\�� \\��%\ \ � \� \\\ DEVELOPMENT ( ) �� Pa PROJECT MANAGER IF THERE ARE ANY SITE SOIL/RESISTANCE CONDITIONS GPS �\\\ �\\\/�i\\ \\ \ \�� THAT MAY PRECLUDE OR HAMPER A PROPER AND COMPLIANT GROUNDING CGK \\ j j ��j �i �i AREA OF WORK / K ANTENNA K ANTENNA K ANTENNA ��\ j \ \\ \\ � \\ � SYSTEM INSTALLATION. GROUNDING ARRANGEMENT SHALL BE TESTED FOR SUPPORTS SUPPORTS SUPPORTS COMPLIANCE WITH THE SPECIFIED CRITERIA. SUBMIT AN INDEPENDENT FALL OF CGKS CGKS K CGK S /i POTENTIAL TEST REPORT. SHOULD THE CRITERIA NOT BE MET, CONTRACTOR (NP•) (nP) O TYP (TYP.) SHALL COORDINATE ALL ENHANCEMENT WITH THE VERIZON WIRELESS PROJECT L i� iGROUND MANAGER PRIOR TO THE COMMENCEMENT OF SUCH ENHANCEMENT WORK. SECTM TEST LOOP ��\ v 4. FOR GROUNDING OF PREFABRICATED EQUIPMENT SHELTER, SEE SHELTER TYP. OO GNDOBAR O GNDOBAR N O GND BAR DTO NHREAD D WELD MANUFACTURER'S DRAWINGS AND SPECIFICATIONS. REQUIREMENTS. CABLE TO ROD CAD 5. SEE GROUNDING SCHEMATIC FOR ANTENNA GROUNDINGQ 6. ALL CONNECTIONS ARE TO BE MADE TO BARE METAL. THOROUGHLY PREPARE WELDED i ireless CONTACT SURFACES TO ENSURE A PROPER CONNECTION (LE FILE PAINTED 0 AREAS). PROVIDE COATING OF AN ANTIOXIDANT COMPOUND (NO-OX, OR EQUAL) TOP OF MONOPOLE SECTOR SECTOR SECTOR ON CONTACT SURFACES OF ALL CONNECTIONS. ALL BELOW GROUND CONNECTIONS AND EXTERIOR CONNECTIONS TO EQUIPMENT SHALL BE CAD ALPHA BETA GAMMA WELDED AND SPRAYED WITH COLD-GALVANIZED PAINT. ABOVE GROUND BOTTOM OF MONOPOLE I• CONNECTIONS SHALL BE CAD WELDED, GROUND LUG, OR COMPRESSION FITTED. CGK'S K CGK'S K C�GK'S GROUND ROD COPPERWELD D r' C [' ST MARION FOR GROUND LUG, USE STAINLESS STEEL HARDWARE CONSISTING OF TWO HOLE 3/4"Q1 X 10'-0" LONG i LONG BARREL LUGS WITH A LOCK WASHER THAT SHALL BE PLACED ON THE NUT. NOTE: O MONOPOLE GND BAR OCT 19 2015 7. ALL METAL OBJECTS WITHIN 6' SHALL BE GROUNDED BACK TO THE EQUIPMENT AT&T GROUNDING SIMILAR. #2 AWG SOLID TINNED w GROUND RING WITH #2 AWG INSULATED SOLID TINNED COPPER WIRE. T S EXTERIOR GROUND RING o Southold Town 8• ALL BENDS, CURVES, AND CONDUCTOR SPLICES SHALL BE TOWARDS THE CLEAN SAND FILL Planning board GROUND LOCATION (GROUNDED END) OF THE CONDUCTOR AND SHALL MEET OR U H I 9245 MAIN ROAD EXISTING EXCEED MINIMUM BENDING RADII. GROUNDING CONDUCTORS #6 AND LARGER SECTOR ALPHA SECTOR BETA SECTOR GAMMA O Q C N EALMENT 0 E EAST MARION, NEW YORK 11939 SHALL HAVE A MINIMUM BENDING RADIUS OF 12", GROUNDING CONDUCTORS #6 ANT CABLES ANT CABLES ANT CABLES — NOTE: AND SMALLER SHALL HAVE A MINIMUM BENDING RADIUS OF 8". - ELEC/TELCO RACK ICE IBRIDGE INSPECTION HAND HOLEMULTIPLE i. "•. .: :� K K K GROUND NOTE 2 & 3 MAY BE PRECAST n.; 9. UNLESS OTHERWISE NOTED, GROUNDING CONDUCTORS SHALL BE: O O O CONCRETE OR PVC AND TITLE: RODS F SHALL BE A MINIMUM OF A. BETWEEN EXTERIOR ITEMS AND BARS AND FROM SECTOR ANTENNA GROUND CGKS CGKS CGKS EQUIP ii .. .'....: CABS, 12 I.D.X3s DEEP. �'� \ GROUNDING PLAN AND INFO BARS TO TOWER GROUND BAR, #2 SOLID, TINNED, COPPER T�,p - ..• B. BETWEEN GROUND KITS & BAR5 #6 STRANDED GREEN G D :• c° THWN INSULATED COPPER GENERATOR C I :'.. \ DATE: FEBRUARY 18 0 CONTINUOUS SOLID, 2015 C. EXTERIOR GROUND RING - #2,✓ • , -• • . .. , .. ' • 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 BAR(D " 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) DRAWING NO: INFORMATION AND SPECIFICATIONS). W B TYPICAL GROUNDING SCHEMATIC MULTIPLE P Q 2 SCALE = NTS E O GROUND ROD TEST WELL - lu - GROUND - SCALE = 1 ' = 1 '-0" SHEET NO: 7 OF 7 _