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{ Y7 1 NEXT-EL COMMUNICATIONS WHITE PLAINS, NEW YORK UNMANNED WIRELESS COMMUNICA TION EQUIPMENT SITE NO. NY-313 MA TTIT UCK, NEW YORK APRIL 1997 SITE INFORMATION LIST OF DRAWINGS SITE NAME: MATTITUCK, NEW YORK DRAWING NO. DESCRIPTION SITE NUMBER: 313 ° SITE TYPE: EQUIPMENT SHELTER/MONOPOLE OREGON G- 1 SITE PLAN AND DETAILS 17• LOCATION: ELIJAHS PATH G-2 ANTENNA INSTALLATION PLANS AND DETAILS SOUTHHOLD, NEW YOIRKof `�") G-3 EQUIPMENT ENCLOSURE REFERENCE DETAILS c n e4 CONTACT: AT&T WIRELESS SERVICES EAST h TNTUCK loNa 5N° E- 1 ELECTRICAL RISER DIAGRAM AND DETAILS LATITUDE: 40' - 59 - 56 as, E-2 GROUNDING SYSTEM I w / D SITE LO — LONGITUDE: 72' — 30 — 39 CATION/ CU `N TS- 1 TECHNICAL SPECIFICATIONS SHEET 1 OF 2 SECTION: 108 " j� TS-2 TECHNICAL SPECIFICATIONS - SHEET 2 OF 2 BLOCK: 4 LOT(S): 11 .2 `z L, " 6 OCCUPANCY OR D ,a�� i `3� w USE IS UNLAWFUL WITHOUT CERTIFICATE —_ NSR OF OCCUPANCY V •$� n•u S � •cuwwn nbL � gyp. iII (' _ ' MATTITUCH x • - _ _ ;j w AIRPORT au u/ I DATEBR/ r7 7 11 1 u q n • Marratooka P1 FEE-./ 0 Jlimo NOTIFY BUILDING D 76153-11002 B AM TO 4 FM FGN THE FOLLOIMNG MOFE1 FKM ' I FOUNDATIDN • WM NBGINNlD LOCATION MAP twERNRIM�M 2 FOR RPOURED wAMING ry l _ N.T.S. NEQUIRED & INSULATION - - 4 FINAL - CONSTRUCTION MU BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL ME THE REQUIREMENTS OF THE N, 'pJ S FATE CONSTRUCTION $ ENERGY ("'nFS NOT RESPONSIBLE FOR DLSiGni OR CONSTRUCTION ERRORS S,ofdh yo c J APPROVALS DATE 6-03-97 ISSUED FOR OWNER APPROVAL DVIRKA AND BARTILUCCI % 621 4-09-97 ISSUED FOR 60% NEXTEL REVIEW RF CONSULTING ENGINEERS pROFESS100 SITE' NO. 313 — MATTITUCK, , N.Y. oPNs A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. OWNER DdcB PROJECT NO. 14,29-1'5A w, ,, NT I E9ENt) EXISTING FEATURES NEW WORK _ PROPERTY LINE q'15 6p_ -' _ �� �, - EXISTING UNDERGOUND UTILITIES _�—��—_ _ NEW UNDERGROUND UTILITIES _ s — � —oH--- EXISTING OVERHEAD UTILITIES OR —OH— NEW OVERHEAD UTILITIES C,. — -123- - EXISTING GRADE _ NEW GRADE ' N 8 20. p1"=�. - - EXISTING X -xX_ EXISTING FENCE _ -- 1 STORY FRAME ' -N---k—N- NEW CHAIN LINK FENCE BARN 1 I21,D EXISTING ELEVATION 1 T TELEPHONE UTILITIES 1 � I � s SEWER FACILITIES I I InI E ELECTRICAL UTILITIES D DRAINAGE FACILITIES EXISTING FENCE 1 Yt ( PB PULLBOX 68'-9 - - - -_ _ 1 to V.I.F. VERIFY IN FIELD o EXISTING MONOPOLE } 12'-0'"I� -�L- I�, _ _ 11 1 m NM MAGNETIC NORTH i rot Z � NT TRUE NORTH GENERAL NOTES: 11 . EXISTING SITE AND PROPERTY LINE INFORMATION OBTAINED 11 CLEAR AND GRADE A LEVEL SITE "J I STY. II 10' WIDE I �I 1 BLK, II, DOUBLE GATE 1 FROM A SURVEY PREPARED BY CARMAN-DUNNE, P.C. ENCLOSURE RAND PAD OF PSE QUDWG. G-2 I'II BLDG. I'll z GRAVEL DRIVEWAY ----"� rLILCO POLE DATED JANUARY TRUE PROPERTY LINE BEARINGS ARE NOT JJJ /I PROP PREFABRICATED NEXTEL I -E/T_----------------IVEWAY - 1 REFERENCED TO TRUE NORTH. I ( - 20 -p" � ' 11F+ 2. ALL FEATURES SHOWN ON SITE PLANS ARE EXISTING 1 FOR EQUIP. LAYOUT/CABLE RUN, 1 .. _ E T_---, I - - UNLESS OTHERWISE NOTED OR SHOWN, AND REFERENCE DETAILS) FOR ENCLOSURE ' _ _� _ E/T- Ilio ', 3. VERIFY EXACT LOCATIONS OF SERVICE CONNECTIONS LOCATED TWO (2) NEW ('PS ANTENNAS AND ONE (1) _ ', INSIDE PREFABRICATED ENCLOSURE. I NEW BMR ANTENNA MOUNTED ON SHELT _ 4. GROUND CABLE TRAY, MONOPOLE, AND ANTENNA CABLES AS PER NEXTEL REQUIREMENTS WITH 5'-0' _ _ of MIN. CLEARANCE BETWEEN ANTENNAS. __ _ _ — - - -- - - 488.05' REQUIRED BY THE CELLULAR COMPANY'S GROUNDING SPECIFICATIONS - -- - " AND REQUIREMENTS. THIS SHALL INCLUDE FURNISHING AND INSTALLING GROUNDING CONDUCTORS FROM GRADE TO THE ANTENNAS. 5 87 55 12"W PROPOSED UTILITIES SEE ELECTRICAL DRAWINGS. (SEE ELEC DWGS) - -- - - - -- - 5. OBTAIN PROPERTY OWNER APPROVAL PRIOR TO ANY REMOVALS, EXCAVATIONS OR CLEARING. REPAIR, RESTORE, AND SEED ALL AREAS 1 STORY BLOCK DISTURBED BY CONSTRUCTION. REPLACE IN LIKE KIND AND SIZE ANY BUILDING TREES, SHRUBS, FENCE, AND OTHER SITE FEATURES DAMAGED OR - REMOVED AS A RESULT OF THE WORK AT NO ADDITIONAL COST. SPECIAL NOTE: THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTING UTILITIES RUNNING THROUGHOUT THE SITE. UTILITIES SHOWN ON THE PLANS MAY NOT BE COMPLETE AND ARE APPROXIMATELY LOCATED. THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING MARKOUTS AND PERFORMING FIELD LOCATIONS FOR ALL UTILITIES AND OWNER'S SUBSURFACE FACILITIES. THE CONTRACTOR IS REQUIRED TO TAKE ANY AND ALL PRECAUTIONS NECESSARY TO LOCATE, SUPPORT AND PROTECT THESE UTILITIES SITE PLAN DURING CONSTRUCTION. ALL COSTS ASSOCIATED WITH PROTECTING, MAINTAINING, SUPPORTING, LOCATING, DIGGING TEST PITS, ETC., SCALE: 1"=30'-0" '_ _ - OF ALL UTILITIES OR PROCESS PIPELINES SHALL BE INCLUDED IN THE QUOTED PRICE(S). RA//VANY EXCAVATIONS WITHIN 18 INCHES OF A UTILITY MUST BE �S I CAREFULLY PERFORMED BY HAND. THE R ?S, ROAD CONNECTING CTR SHALL BE RESPONSIBLETEMPORARY GENERATOR SETS,FPUMPS,OR ETC., TOAND _ MAINTAIN OPERATIONS FOR ANY PROPERTY OWNER FUNCTIONS - WHICH ARE DISRUPTED BY ANY PORTION OF HIS WORK. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR TEMPORARY AND PERMANENT REPAIR OF ANY UTILITIES OR FACILITIES DAMAGED " BY HIS WORK. 4" THICK LAYER OF GRADE 3/4" CRUSHED STONE (ASTM-C33, SIZE No.57) WEED BARRIER TO BE "TYPAR LANDSCAPE FABRIC' COMPACT SUBGRADE 2x8 CCA TREATED (0.40 PCF) LUMBER BORDER SURFACE TREATMENT DETAIL SCALE: 1"=l '-O" DIRECT,,) IbA ,LE of-P+H BAR 8 -9 PROJECT NO ORANING NO L NO DAIi NI N9ICu. V,W of NEW UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF NEXTEL COMMUNICATIONS '429-15A C SECTION 7209 OF THE NEW YORK STATE w w EDUCATION AW. dh WHITE PLAINS NEW YORK SITE PLANS AND DETAILS GATE N,.NIR DiuwN , UNMANNED WIRELESS COMMUNICATION MARCH, 1997 G- 1 N 466?1 �2= R.G. L.V.G. DVIRKA AND BARTILUCCI EQUIPMENT SITE NO. NY-313 SCALE p%FESsIolo, aSCN[O nrcKm G. CONSULTING ENGINEERS MATTITUCK, NEW YORK AS NOTED C M.C. H.C. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. FIN P ANTENNA REFERENCE DATA MANUFACTURER'S DATA - - 108•t EXIST. 2 7/8" O.D. MOUNTING PIPE ^ ' / ALLEN TELECOM GROUP OVERALL LENGTH: 15'-4" \ SF (VERIFY IN FIELD PRIOR TO ORDERING DECIBEL PRODUCTS RADOME HEIGHT: 13',-2" � �R . Ol ANY ANTENNA MOUNTING HARDWARE) OMNIDIRECTIONAL ANTENNAS RADOME DIAMETER: 3.0" ' f-'MAST HEIGHT: 2'-2" � � - � , 2�0• - MAST DIAMETER 2.5" MICROFLECT #81405 HOT DIP GALV. f PIPE ADAPTER KIT FOR 2-7/8" O.D. WEIGHT: 35 SF LBS ��- TO 2-3/8" O.D. PIPES (TYP. FOR 6, 2. MAX. WIND AREA:RATED WIND LOAD 93.4 LBS WITH 2 PER MOUNT AT 3'-0" MIN. PANEL ANTENNA (TYP) SPACING ATTACHED TO EXIST. ANTENNA RATED. WIND SPEED: 100 MPH on! � PLATFORM PIPE MOUNT - V.LF.) BUS BAR FOR f ijrl ANTENNA GROUNDING 1 ANTENNA SPECIFICATIONS EXISTING MONOPOLE '� �` P� SECTO$ MODE NUMBE- B dLEN k�' 1 " � � S�GN/A DB81OKE-XT 3 30', 150' & 270' 170' 1 1/4"0 + � PROPOSED OMNIDIRECTIONAL COAX CABLE REFERENCE DATA ANTENNA. (TYP. FOR 3) * ' ANDR ( I FNC MIN, TRAY/AIR MIN, EXIST. HIGH AND LOW EXISTING ANTENNA PLATFORM FRAME CABLE SIZE CATALOGRANG S BEND , RADIUS SEND RADIUS I 77 MONOPOLE ACCESS PORT PROPOSED i 1'-6" x 2-7/8" O.D. _ 7/8"0 " LDF5-50A L < 150' 10" 18" 18� MIN. SWEEP EXISTING MONOPOLE HOT DIP GALV. SCH 40 STEEL PIPE. Ii 1 1/40 LDF6-50 150' < l <200' 15" 22" 24 MIN. SWEEP (TYP. FOR 3) ) 1 5/8"o LDF7-50A 200' < L <250' 20" 28" 30" MIN. SWEEP EXISTING MONOPOLE FOUNDATION - - - - �Y 1 TI i r n NOTES: - - Nin - r( - u ALL ANTENNA AND CABLE DATA IS FOR GENERAL INFORMATION ONLY AND SHALL I oA BE VERIFIED WITH THE CELLULAR COMPANY AND PRODUCT MANUFACTURER. *� CABLE LENGTHS INDICATED ARE FOR ESTIMATING PURPOSES ONLY, .RUNNING , EXIST HIGH AND LOW MONOPOLE ACCESS I FROM ANTENNAS TO THE ENTRANCE POINT OF THE EQUIPMENT ROOM PLUS 10' (TEN PORT (LOW ACCESS PORT USED) FEET) OF SPARE LENGTH. ACTUAL CABLE LENGTHS SHALL BE FIELD MEASURED, ANDSHAL - ! ANTENNA ORIENTATION PLAN WITHLCONNECRUN TO S AOM TEACH END NNAS TO TAND HE NOCSPLICES.IFIED CSEE NELECTRICAL IN THE QDR WINGS/UIPMENT CLOSURE ' SCALE: 3/8"=1 '-0" SPECIFICATIONS FOR COMPLETE REQUIREMENTS. GENERAL NOTES: TOP OF PANEL ANTENNA 1. EXISTING MONOPOLE INFORMATION OBTAINED FROM PROPERTY OWNER. - / 2. EXISTING STRUCTURES AND COATINGS SHALL BE PROTECTED AND MAINTAINED. MICROFLECT #81405 HOT DIP GALV. ANY DAMAGE SHALL BE REPAIRED TO THE COMPLETE SATISFACTION' OF THE MONOPOLE OWNER: , PIPE ADAPTER KIT FOR 2-7/8' O.D. ". �"!,j O. ANDCAB10'-0" OBRIODG� FROM DETAILTHISDWG.) / I ' (3 SIDES) ATTACHED -EXISTP ANTENNA PLATFORM 3 COAX INSTALLED CABLES BY , E MONOPOLE OWNER.ANTENNAS ARE SUPPLIED BY THE CELLULAR COMPANY AND . '• ', ' ' '�,.i TO MONOPOLE WITH POSTS ® ENDS �� EXIST ANTENNA 11 '-0' t PLATFORM WITH 2 PER MOUNT AT 3NNA MIN. SPACING PIPE MOUNT PLATFORM FRAME / - O.D. 4 OF THEIGN DOES NOT COVER MONOPOLEHENT OF ANTENNA CABLE MOUNTS AND ATTACHMENTS OR THE EXISTING BUILDING TOP OF STRUCTURE PROPOSED SIGNAL CENTERLINE . CAPACITY REINFORCEMENT OF THE EXISTING MONOPOLE, WHICH IS THE RESPONSIBILITY VERIFY IN \ 2-7/8" - "-- - - -- - -__- - r- - - -j-- - --� r HOT DIP GALV. SCHAD STEEL FIELD) PIPE. I� 100'—O"± ABOVE GRADEEXIII b CABLE ENTRY IN ENCLOSURE -1-_ - ---- - 98'-V'± ABOVE GRADE L MICROFLECT MODEL 81275 PREFABRICATED 7'- 2" x11 - 2° ENCLOSURE I �f ON PRECAST 8'-C' x12 -O' PAD BY U PIPE HEAD FOR GRATING- UNITED STRUCTURES INC. ---------� - EXISTING DIRECTIONAL TYP. TO 1/4 - PROPOSED OMNI-DIRECTIONAL TYPE WAVEGUIDE CHANNEL , (SEE DWG. G-3 FOR REF. DETAILS) - ; \1 - PANEL ANTENNAS " \\ & B ANTENNA (TYP.) \ }I 1/4'x3 3/8"0 GALV. STEEL CAP ;r BUNDLE AND ATTACH j PLATE INSTALLED AFTER GALVANIZING 9" CABLES TO CHANNEL \ (GRIND EDGES - TYP. TOP & BOT. . CAP PLATES (SE E SURFACE PLAN) TREATMENT \\ ) - 1 \ 5 MICROFLECT MODEL 8393. a GRATING-TYPE WAVEUIDE _ PREFABRICATED ENCLOSURE AND EXISTING 100' VALMONT MONOPOLE w ' . �Yd CHANNEL HOT-DIPPED `GALV. .,,,,, - V PAD (SEE DWG. G-3) a 14 GA, STEEL - ;(+ TWO (2) NEW GPS ANTENNAS AND ONE (1) ! - \\ CABLE BRIDGE (SEE EQUIPMENT NEW BMR ANTENNA MOUNTED ON SHELTER \ LAYOUT PLAN AND CABLE BRIDGE PER NEXTEL REQUIREMENTS WITH 5'-0" \ DETAIL THIS DWG.) o - ._f`Y MIN CLEARANCE BETWEEN ANTENNAS -1 MICROFLECT MODEL, #13126/#8279/#8280 3 1/2"o O.D. SCH. 40 HOT-DIP EXISTING FENCE I _ - b GALV. STEEL BQLT-ON TYPE PIPE EXIST. MONOPOLE ACCESS PORT I TO LDIRECUMN (ANCHOR ON HOF CABLE RUN)PERPENDICULAR EXIST. GROUNDING LUG ON MONOPOLE o l, I � (TYP. OPP. SIDE) 4 1/2"xPEx OL GALV. EQUIPMENT LAYOUT PLAN STEEL PIPE COLUMN BASE SCALE: 1/4"=1'-0" III Its'- GRADE-, GRADE OF PIPE COLUMN) , .�11 i } - ✓ „� I\- :-� . --�- - . . ..T •� 3/4"0 GALV. A306 I ANCHOR BOLT (TYP.) I o ('e a�•o P. aj - 2" CL (TYP.) +a 12"m CONCRETE FOOTING NOTE. SITE 102't ABOVE MEAN SEA LEVELS i i LATITUDE- 40'-59'-56" '�, EXIST. MONOPOLE —"----- LONGITUDE' 72•-30'-39" j,I --_ ><� FOUNDATION - 3" CL. (TYP.) FAA SKETCH/MONOPOLE ELEVATION CABLE BRIDGE DETAIL N.T.S. SCALE: 1/'2"=1'-0" Pnaecr No. onnJnrvc Np 'sI N:. ,n•c "'vii""+ "' OF ELI' Y UNAUTHORIZED ALTERATION OR ADDITION i� .xh op 1429-15A `ti' • � 6' TO THIS DOCUMENT IS A VIOLATION OF NEXTEL COMMUNICATIONS " Oq SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. WHITE PLAINS NFW YORK ANTENNA INSTALLATION _ °^� - "' MARCH.: 1997 Cj•-+-2 . A dLoi rNGINHR » 1, UNMANNED WIRELESS COMMUNICATION PLANS AND DETAILS Zs 4'0. 4645'x, R.0 L.V.G. Op P DVIRKA AND BARTILUCCI EQUIPMENT SITE NO. NY-313 OF S50, rj sV,NV e+ .,HF(,KfD BY CONSULTING ENGINEERS C M.C. H.C. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. MATTITUCK, NEW YORK .A3 NOTED q BILL OF MATERIAL DES INSULATED STEEL DOOR MODEL -- - -12,-0 --- -- ---_ -- --� 7-#4 ®15" O.C. 11 -3 ••- - - —� ITEM. QUAN. MARVAIR 36,000 BTU CHV CO UNIT WITH ECONOMIZER AVP36ACA-10C `1 _ 3 1 SIMPLEX 5 BUTTON LOCK W BEST KEY OVERIDE VC3070M81C 5 +^ _ 10'-5 1/4!' ��_4__ _1 DOOR HOOD _ _ --- - _ USI6000 10'-5 1/4" 8 1 100 WATT EXTERIOR EIGHT W/MOTION DETECTOR WPR100HPS l 42A - - -- - - - --- - -- --- - - - - RT RY PANEL I ____ __, __ _ _ -- --} - - ----- - --- - 10_ 2 _ 4'IC X023"CX 1OGROUNDLEBAR TW/MOUNTING KIT -- _-RMJ'BB-D707 } c -� ' - -- - - - -- - -- _ _ _ _ _ _ _ - _12_ 1 l APPLETON 200A EMERGENCY GENERATORRECEPTACLE AR20033i I � 13- 5 ® 12" O.C. � � r---�r-----1r----�r----�r---� 13 18" STONE AGGREGATE COMPOSITE PANELS US160D7 # 14 1TERIOR TRIM PAINTED TO MATCH DOOR AND HOOD US16002 I 1 2 Il NEXTEL IIRADIO II RACKSII 15USI6003 1 I - N IIi 6 1ESCOLITE EXIT SIGN1 --J I I 1 17 1ESCOLITE EMERGENCY LIGHT EIMy T 1 tl M of 1 " 17 '� CL 20 '_ AND04_CORNERGROUND—WDROPSREEN INSULATED COPPER WIRE U516004 1 41 +1:; _ LIGHTSWITCH - IVORY COLOR 1201-1 IQ 22 1 120V 20A DUPLEX RECEPTACLE - IVORY' COLOR525240 I I o 8 30 __24 1 4'-0" X 4'-0" PAINTED PLYWOOD TELCO BOARD USI6013 - -�-- -��- 27 1 SQUARED 200A-- -- _ - _ _ - - 28 1 SQUARED 200q MAINU POWER PANELSW 30 SPACES DTU324NR8 SHELTER OUTLINE N - / Q03OM2OO_30 1 JOSLYN SURGE ARRESTOR 1'26585 41 1 HONEYWELL THERMOSTATTBi4A J3'-6" 42 1BRK PHOTOELECTRIC SMOKE DETECTOR 591922 52 __ _. __ __ 42 1 BRK IONIZATIONSMOKE DETECTOR4814 I 2'-7 5 16 / I — — 5' 1" -- y 5'-2 5 8' 43 2 4' X 10" WIDE TWO BULB FLUORESCENT LIGHT FIXTUR 438702 _ _ _ 5'-5 5/8" �I 2° 43 _ 44 14'4.5' 12" CABLE (ADDER RACK __ _CL_ 3/4" ¢ A36 THREADED ROD f 12 52 1 120V 20A HEAVY DUTY CORD REEL ' 1, FULLY WELDED TO 2" X 2" X 3/8" A36 PLATE (TYP. sx) 9 10 REFLECTED CEILING 1 WALL SECTION A --� REFERENCE DETAILS FOR U.S.I. PREFABRICATED NEXTEL C ENCLOSURE WITH RIGHT HAND DOOR. ENCLOSURE TO PRECAST FOUNDATION PLAN 8 BE SUPPLIED AND INSTALLED BY OTHERS. 4 B D 2 7'#4015" O.C. 3/4" m A36 THREADED ROD( FULLY WELDED TO 7' X 2" X 3/8" A36 PLATE (TYP. 6X) 6" 16 GA. FULLY WELDED 511 /2 - STRUCTURAL STEEL JOISTS 12" O.C. - t'-O" 16 GA. STEEL SHEATHING 6„ ROIOF COATING FULLY WELDED TO ROOF JOISTS S •, USING 1" 0 PUDDLE WELDS ASTIEC CERAMIC _ } y� yp 0 12" Q.C. S"nr't#' S�K'q i;hrob��"a�oT?"t a', _ _ c _97o`__b 1`_ fi('�,w_l2`{ _ �_ '_ 4 'k"{I . 16 GA. STEEL FASCIA it k •i� �, ): ;� i� X � )� � i;\ _ _ 7EXISTING GRADE 3 1/2" R-11 BATT 2" X 2'" X 3/8" A36 PLATE FIBERGLASS INSULATION ONE LAYER OF 5/8" COX PLYWO TT 6" LAYER CRUSHED GRAVEL WALL » B» FASTNED ^TOCJOISTSLLY FIBERGLASS ANSULATION NE LAYER OF 3 5/8" 18 GA. 5/8" SHEETROCK STRUCTURAL STEEL TYPE X SPACKLED SECTION "A-A" STUDS SPACED 16" O C. ONE LAYER OF AND PAINTED WHITE 4 _ 5/8" FIRE CODE I 14 GA. STEEL SHEATHING TYPE 'X' SHEETROCK CABLE RACKING WELDED TO STEEL STUDS USING 1" 0 PUDDLE I WELDS ® 12" O.C. LL I ONE LAYER OF a TWO LAYERS OF 5/8 PRESSURE GENERAL ENCLOSURE NOTES 3/8" STONE AGGREGATE 1/I5" FIBERGLASS b a TREATED PLYWOOD GLUED WITH PL FIBERGLASS POLYMER REINFORCED PANEL o PREMIUM CHEMREX STRUCTURAL 1 UNITED STRUCTURES INC. (607 770-7565) 7'3" x 11 '3" COMPOSITE PANELS m 1 ADHESIVE, AND MECHANICALLY RIGHT HAND DOOR NEXTEL EQUIPMENT ENCLOSURE SHOWN FASTENED TO THE STRUCTURAL PREFABRICATED ENCLOSURE TO BE SUPPLIED AND INSTALLED FRAME WITH HILTI BY OTHERS, ACTUATED 1/4" ASTENERSPB) POWDER 2 THIS DRAWING IS SUPPLIED FOR REFERENCE ONLY. 12" X 12" X 1/8" VINYL 12° O.C. GRID TYPICAL ALL DIMENSIONS MUST BE VERIFIED FOR EACH SITE W8 X 15 FULLY WELDED STEEL 1 COMPOSITION TILE MAIN BEAMS 8" 3/16 FILLET 4" VINYL COVE BASE / AROUND FLOOR PRIOR TO CONSTRUCTION ONE LAYER OF WELDS BLDG, TO ANCHOR PLATE. PERIMETER 3/8" UNDERLAYMENT - 3. VERIFY QUANTITY AND LOCATIONS OF PLATES WITH BUILDING 22 GA. GALV. STEEL SHEETS MFR. DRAWINGS PRIOR TO COMMENCING CONSTRUCTION. 1 ® '°�:• FULLY WELDED TO THE UNDERSIDE OF INTERMEDIATE W8 X 15 FULLY WELDED 4 FOUNDATION PLAN IS FOR REF. ONLY, GEOTECHNICAL REPORTS BEAMS USING 1" PUDDLE + END BEAMS (2 REQ'D) MUST BE VERIFIED ON A SITE SPECIFIC BASIS. WELDS ® 12" O.C. CONCRETE PAD a� r' ' '/ t 5. THE FOUNDATION IS DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING •� -' PRESSURE OF 1,000 PSF. ALLOWABLE SOIL BEARING CAPACITY AT THE PROPOSED SITE SHALL BE VERIFIED BY A COMPETENT GEOTECHNICAL ENGINEER. 1 6" 16 GA. FULLY WELDED IV 3 1/2" R-11 BATT 6. THIS FOUNDATION 15 DESIGNED TO BE PLACED ON A 6" THICK LAYER OF 10 STRUCTURAL-STEEL JOISTS (8 REQ'D) FIBERGLASS INSULATION CRUSHED STONE. WALL SECTION W6 X 9 FULLY WELDED WALL A INTERMEDIATE BEAMS N.T.S. (3 REQ'D) NOTES: 1. ALL STEEL TO BE FULLY PRIMED AND PAINTED. 3. UNLESS OTHERWISE NOTED, STRUCTURE IS TO BE SUPPORTED CONTINUOUSLY ALONG 2. ALL SEAMS BETWEEN SHEET AND STEEL TO BE MAIN SPANS. FULLY CAULKED. L'hLf ri i y 14-4 SA T � JC,fi'C I u :E 1-9) Nc a Tj P=aaiON v+i OF NEW PRWECr NO ORAWNG 40 y'�P4�•1 S Y0�4' UNAUTHORIZED IIT ION TO THIS DOCUMENT ALTERATIONVIOLATONOF 1429-15A 2� bo SECTION 7209 OF THE NEW YORK STATE NEXTEL COMMUNICATIONS W EDUCATION LAW. O WHITE PLAINS NEW YORK EQUIPMENT ENCLOSURE DATE ""°N °°"w'" �` UNMANNED WIRELESS COMMUNICATION REFERENCE DETAILS APRIL, 1947 G73 ` ' eb �r" R.O. L.V.G. DVIRKA AND BARTILUCCI • RPV EOFES51 riK�� eCONSULTING ENGINEERS EQUIPMENT SITE NO. NY-313 uM ' H.C. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. MATTITUCK, NEW YORK GENERAL NOTES ELECTRICAL AND TELEPHONE S RVI i. ALL WORK RELATED TO THE NEW ELECTRICAL AND TELEPHONE SERVICES SHALL CONFORM TO THE REQUIREMENTS OF LILCO, NYNEX, THE NEC, THE NESC AND ALL OTHER APPLICABLE CODES MANUAL TRANSFER SWITCH AND REGULATIONS. MAIN SERVICE FUSED DISCONNECT SWITCH LOCATED LOCATED INSIDE PREFABRICATED 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MEET WITH THE ENCLOSUREFURNISHED AND UTILITY COMPANY REPRESENTATIVES TO COORDINATE REOUIREMENTS '� 9 ON PREFABRICATED ENCLOSURE INSTALLED BY OTHERS LILCO POLE SUFFICIENT CABLE (SERVICE ENTRANCE RATED) ) OF THE INSTALLATION AND VERIFY RISER POLE LOCATION. 120/240V, 10, 3W 3. THE CONTRACTOR SHALL PAY ALL UTILITY COMPANY FEES " TO CONNECT TO ASSOCIATED WITH THE NEW SERVICES. LILCO SECONDARY 3-4/0, #2G IN 3" RIGID PANELBOARD LOCATED INSIDE GALVANIZED STEEL CONDUIT PREFABRICATED ENCLOSURE 4. PROPERTY UNE BOXES, HANDHOLES AND PULLBOXES SHALL BE RISER FROM METER TO CONNECTION (FURNISHED AND INSTALLED FURNISHED AND INSTALLED PER REQUIREMENTS OF THE UTILITIES (SEE NOTE 4) POINT IN ENCLOSURE THROUGH BY OTHERS) OR AS REQUIRED FOR THE INSTALLATION OF THE SERVICES. SERVICE SWITCH PULLBOXES AND HANDHOLES SHALL BE RATED FOR H2O LOADING.- PROPERTY LINE 200A METER TELCO BOARD LOCATED INSIDE 5. THE ELECTRICAL UTILITY CONTACT PERSON IS AS FOLLOWS: " PAN AND METER PREFABRICATED ENCLOSURE MR. BOB DELANY (OUTSIDE ENCLOSURE) (FURNISHED AND INSTALLED LONG ISLAND LIGHTING COMPANY (LILCO) . 'I I PROPERTY LINE BY OTHERS) 117 DOCTORS PATH, R.D. 2 BOX FOR ELECTRIC PREFABRICATED _r -, r r RIVERHEAD, N.Y. 11901 FINISHED SERVICE IF REQUIRED ENCLOSURE -�" I" ' '- STUB—UP INSIDE OR OUTSIDE TELEPHONE No. (516) 548-7043 - < ' GRADE (SEE GENERAL NOTE 4 ENCLOSURE AS DIRECTED (CENTER Fr ON TELCO BOARD AND USE SCH 80 6. THE TELEPHONE UTILITY CONTACT PERSON IS AS FOLLOWS: RISER & LB FOR STUB—UP OUTSIDE MR. ED HUGHES NYEX ENCLOSURE) 501 NORTH OCEAN AVE., let FLOOR ' 2'-0" RADIUS 190' PVC ELBOW PATCHOGUE, N.Y. 11772 TELEPHONE No. (516) 687-6415 3-4/0 IN 3"0 PVC CONDUIT 1';a (ELECTRICAL SERVICE) GROUND ELECTRICAL SERVICE " FROM LILCO POLE PER NEC AND LILCO TO METER REQUIREMENTS (SEE NOTE 3) SPECIAL NOTE• 4'0 PVC CONDUIT WITH DRAG LINE (TELEPHONE SERVICE) THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTING IT I FROM LILCO POLE TO UTILITIES RUNNING THROUGHOUT THE SITE. UTILITIES SHOWN PREFABRICATED ENCLOSURE ELECTRICAL AND (SEE NOTES 1,2 AND 3) LO THE PLANS MAY NOT BE COMPLETE AND ARE APPROXIMATELY TELEPHONE SERVICES SCHEMATIC LOCATED, THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING MARKOUTS AND PERFORMING FIELD LOCATIONS FOR ALL UTILITIES, N.T.S. AND OWNER'S SUBSURFACE FACILITIES'. -- THE CONTRACTOR IS REQUIRED TO TAKE ANY AND ALL PRECAUTIONS NECESSARY TO LOCATE, SUPPORT AND PROTECT THESE UTILITIES NOTES: DURING CONSTRUCTION. ALL COSTS ASSOCIATED WITH PROTECTING, MAINTAINING, SUPPORTING, LOCATING, DIGGING TEST PITS, ETC., 1. AT POLE STUB UP TELEPHONE CONDUIT PER NYNEX REQUIREMENTS. OF ALL UTILITIES OR PROCESS PIPELINES SHALL BE INCLUDED INSIDE PREFABRICATED ENCLOSURE, STUB UP TELEPHONE CONDUIT IN THE QUOTED PRICE(S). _ ELECTRICAL WARNING TAPE BELOW TELCO BOARD. ANY EXCAVATIONS WITHIN 18 INCHES OF A UTILITY MUST BE _ ' CAUTION BURIED ELECTRIC LINE BELOW' 2. UNLESS OTHERWISE SHOWN, CONDUIT BELOW GRADE SHALL CAREFULLY PERFORMED BY HAND. (1 '-6" BELOW FINISHED GRADE) -- FINISHED GRADE BE SCHEDULE 40 PVC. CONDUIT ABOVE GRADE LOCATED OUTDOORS SHALL BE SCHEDULE 80 PVC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND CONDUIT INSIDE THE PREFABRICATED ENCLOSURE SHALL BE RIGID CONNECTING TEMPORARY GENERATOR SETS, PUMPS, ETC„ TO ✓.," , .y GALVANIZED STEEL, MAINTAIN OPERATIONS FOR ANY PROPERTY OWNER FUNCTION$ WHICH ARE DISRUPTED BY ANY PORTION OF HIS WORK. THE SURFACE RESTORATION ✓ ' ; 3. EQUIPMENT LOCATIONS ARE SHOWN DIAGRAMMATICALLY. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR TEMPORARY AND PERMANENT REPAIR OF ANY UTILITIES OR FACILITIES DAMAGED ? � - - i'-8" FOR TELEPHONE VERIFY ACTUAL LOCATIONS WITH EQUIPMENT FURNISHED. BY HIS WORK. UNDISTURBED SOIL , i`, S , SERVICE AND 120V/240V 4. FURNISH AND INSTALL SCH, 80 PVC CONDUIT AND ACCESSORIES —r ` SECONDARY ELEC. ( ON POLE AS PER LILCO REQUIREMENTS. COMPACTED SOIL � " ' �.�". � ' "ti;". �`� , ELEC. SERVICE CONDUIT. COMPACTED SELECT GRANULAR FILL • SCH. 40 PVC CONDUIT - -- � I (ELECTRICAL SERVICE—SIZE AS SHOWN ON ELECTRICAL Ivy i0 AND TELEPHONE SERVICES 1 SCHEMATIC ON THIS DWG.) AND 1 '-4" SCH. 40 PVC CONDUIT WITH DRAG LINE 1 FOR TELEPHONE SERVICE, 3„ 1 12„ 3,. /I---EXISTING LILCO POLE 200A, 120/240V, 10, 3W - UNDERGROUND SERVICE 1 ELECTRICAL AND TELEPHONE 200A METER TRENCH DETAIL M PAN AND METER N.T.S. GROUND 200A FUSED, NEMA 4, S.E. '�I PER CODE F RATED DISCONNECT SWITCH NOTES; 1 1 . PERFORM SURFACE RESTORATION TO RESTORE ALL MANUAL TRANSFER SWITCH (FURNISHED '..p'',i DISTURBED AREAS TO ORIGINAL CONDITIONS. THIS AND INSTALLED BY OTHERS) SHALL INCLUDE RESEEDING, REPLANTING, REPAVING, --� ETC .. AS REQUIRED. MTS L 2 DETAIL SIMILAR FOR CONDUITS IN SEPARATE TRENCH. L GENERATOR PLUG (FURNISHED - --� AND INSTALLED BY OTHERS) 3 WHEN MULTIPLE CONDUITS OF THE SAME TYPE ARE INSTALLED, SEPARATION BETWEEN CONDUITS SHALL BE 2" PANEL- 1 (FURNISHED - 4. TELEPHONE SERVICE CONDUIT SHALL HAVE 24" BOARD AND INSTALLED BY OTHERS) MINIMUM RADIUS BENDS, . -- J i ELECTRICAL RISER DIAGRAM — POWER DISTRIBUTION SYSTEM N.T.S. NOTEOI 1 REFER TO ELECTRICAL AND TELEPHONE SERVICES SCHEMATIC FOR WIRE AND CONDUIT SIZES. F .I , M' WE W OF NEW PROJECT NO. DRAWING NO 0.p UNAUTHORIZED ALTERATION OR ADDITION y ' ` , � OF NEXTEL COMMUNICATIONS 429-15A SE YORK THIS DOCUMENT IS A VIOLATION * ��' u•� * SECTION 7209 OF THE NEW YORK STATE " EDUCATION LAW. WHITE PLNNS NEW YORK DnrE, UNMANNED WIRELESS COMMUNICATION ELECTRICAL RISER DIAGRAM E- 1 PP,�.Irri rw,mu n< 1Imwry 01 APRIL, 1997 2 R' AND DETAILS EQUIPMENT SITE NONY-313 a FES .NP`s DVIRKA AND BARTILUCCI SDA7 DESICNE) Hv CHECKED ©,' CONSULTING ENGINEERS - Rs H.C. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES. P.C. MATTITUCK, NEW YORK AS NOTED `l SPESPEGIAi NOTE, THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTING UTILITIES RUNNING THROUGHOUT THE SITE. UTILITIES SHOWN ON THE PLANSNO'M q Y T BE COMPLETE AND ARE APPROXIMATELY' THREADED PVC PLUG LOCATED. THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING MARKOUTS AND PERFORMING FIELD LOCATIONS FOR ALL UTILITIES - FINISHED GRADE AND OWNER'S SUBSURFACE FACILITIES. ' THE CONTRACTOR IS REQUIRED TO TAKE ANY AND ALL PRECAUTIONS NECESSARY TO LOCATE, SUPPORT AND PROTECT THESE UTILITIES DURING CONSTRUCTION. ALL COSTS ASSOCIATED WITH PROTECTING, i`. . GROUND ROD WITH MAINTAINING, SUPPORTING, LOCATING, DIGGING TEST PITS, ETC., _ INSPECTION SLEEVE � �' %,/%� /�Yj OF ALL UTILITIES OR PROCESS PIPELINES SHALL BE INCLUDED (SEE DETAIL ON THIS DWG) NOTE: FOUR (4) CONNECTIONS TO HALO IN THE QUOTED PRICE(S). (TYP) GROUND RING MAY NOT BE REQUIRED '\����, .\w DEPENDING ON SHELTER MANUFACTURER, %v / ANY EXCAVATIONS WITHIN 18 INCHES OF A UTILITY MUST BE --------------- ------------------ �.. 8"0 PVC PIPE - ONLY MASTER GROUND BAR CONNECTION CAREFULLY PERFORMED BY HAND. MAY BE NEEDED. VERIFY WITH SHELTER `� I 3'-0" LONG �'b I INSTALLATION DRAWINGS. iv THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND CONNECTING TEMPORARY GENERATOR SETS, PUMPS, ETC., TO l MAINTAIN OPERATIONS FOR ANY PROPERTY OWNER FUNCTIONS PREFABRICATED 'SHELTER I TO HALO Il (SLOT TO BOT70M WHICH ARE DISRUPTED BY ANY PORTION OF HIS WORK. THE TO HALO 2" SLOTTED HOLE ,CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR TEMPORARY GROUND TO SURGE GROUND AND PERMANENT REPAIR OF ANY UTILITIES OR FACILITIES ,DAMAGED I ARRESTOR f------ ----M OF PIPE) (TYP. FOR BY HIS WORK, GROUND Q I - EACH GROUND CONDUCTOR) I I BOND HVAC UNIT TO MASTER GROUND BAR I GROUND RING (VERIFY EXTERNAL GROUND BARUNIT I LOCATION OF HVAC UNIT) L EXOTHERMIC CONNECTION MAIN ELECTRICAL @ EXTERNAL BUILDING I HVAC (CADWELD, OR APPROVED EQUAL) GROUND RING 30" BELOW TO HALO SERVICE DISCONNECT 1 SOLID TINNED COPPER GRADE (TYP.) BURY AT GROUND (FUSED DISCONNECT SWITCH) L� GROUND CONDUCTOR SAME DEPTH AS TOP OF COPPERCLAD STEEL GROUND RODS. I o --- O GROUND ROD iO METER PAN j O \ TO CABLE SUPPORT AND GROUND ROD WITH 1 '-0" RADIUS (TYP.) GROUND ROD (TYP.) AND METER ANTENNA CABLE GROUND KITS INSPECTION SLEEVE DETAIL 6'-0" MIN. BETWEEN ELEC. SCALE: 1"=1 '-O" SERVICE GROUND RODS GROUNDING PLAN N.T.S. NOTES: 1 . FURNISH AND INSTALL GROUNDING SYSTEM AS PER THE CELLULAR COMPANY'S GROUNDING SPECIFICATIONS, LATEST EDITION. THIS SHALL INCLUDE EXTERIOR GROUNDING, RESISTANCE TESTING, ANTENNA/COAXIAL CABLE GROUNDING AND CONNECTIONS TO INTERIOR GROUNDING SYSTEM 2. GROUND ROD TOPS SHALL BE AT A DEPTH OF 2'-6" ANTENNA CABLES TO ANTENNAS OR 6' BELOW THE LOCAL FROST LINE AND BACKFILLED WITH 95% COMPACTABLE SOIL. 3. GROUNDING SYSTEM SHALL ACHIEVE 5 OHMS OR LESS RESISTANCE WHEN TESTED BY THIS CONTRACTOR. CABLE PORT #2 AWG SOLID TINNED FURNISH CERTIFIED TEST REPORT TO THE CELLULAR COMPANY. COPPER BARE TO GROUND BUSSES FOR ANDREWS KITS 4. ELECTRICAL SERVICE SHALL BE GROUNDED PER LILCO AT EACH ANTENNA AND NEC REQUIREMENTS. I (NOT SHOWN) 5. VERIFY LOCATIONS OF EQUIPMENT WITHIN PREFABRICATED GROUND BUS FOR ANDREWS SHELTER. CONNECTIONS ARE SHOWN DIAGRAMMATICALLY KITS AT TOP OF CABLE SUPPORT ON PLAN. (BOND TO MONOPOLE) SPECIAL CONDITIONS: WHEN SOIL CONDITIONS EXIST THAT PREVENT THE INSTALLATION ANDREW GROUNDING KIT RF ANTENNA CABLES OF STANDARD GROUNDING PROCEDURES (I.E... NON-COMPACTABLE EXISTING MONOPOLE — (ONE FOR EACH ANTENNA (ONE FOR EACH ANTENNA) ROCK, GRAVEL, SHALE, ETC...) THE FOLLOWING PROCEDURES I CABLE - TYP.) SHALL BE FOLLOWED: 1. EXTERNAL GROUND RING: CABLE PORT - THE EXTERNAL GROUND RING SHALL BE BURIED TO THE MAXIMIUM ' ALLOWABLE DEPTH 6" BELOW FROST LINE (IF POSSIBLE) IN 95% #2 AWG SOLID TINNED 11 COMPACTABLE SOIL. COPPER BARE MASTER 2. GROUND RODS (REPLACEMENT): GROUND BAR WHEN GROUND RODS CANNOT BE DRIVEN IN A VERTICAL MANNER, GROUND BUS BONDED TO r EXTERNAL TO A DEPTH OF 2'-6" MINIMUM AND REMAIN IN 95% COMPACTABLE . GROUND BAR LOWER ANDREWS KITS AND EQUIPMENT _-;�, SOIL, THEN WIRE STRINGERS SHALL BE USED. GROUND ROD WITH #2 AWG ENCLOSURE it EACH STRINGER SHALL CONSIST OF THE FOLLOWING: TINNED COPPER BARE (TYP.) A. MATERIAL - #1 AWG BARE STRANDED COPPER CABLE I � - B. LENGTH - TWENTY (20) FT. C. DEPTH - ALL STRINGERS SHALL BE BURIED AT THE SAME CABLE SUPPORT DEPTH AS THE EXTERNAL GROUND RING. POLE (TYP.) D. CONNECTION METHODS - EACH STRINGER SHALL BE INDIVIDUALLY I ) CADWELDED TO THE EXTERNAL GROUND RING. --- - - - BOND TO BURIED E. SPACING - SPACING BETWEEN STRINGERS ALONG THE PERIMETER GROUND CONDUCTOi OF THE EXTERNAL GROUND RING SHALL BE TEN (10) FT. MAXIMUM. I S- F. INSTALLATION METHOD - ALL STRINGERS SHALL BE INSTALLED IN THE MOST DIRECT AND OUTWARDLY DIRECTION AS POSSIBLE #2 AWG SOLID TINNED COPPER BLDG. GROUND 3. GROUNDING SYSTEM SHALL ACHIEVE 5 OHMS OR LESS RESISTANCE WHEN BARE CADWELD TO MONOPOLE RING ' TESTED BY THIS CONTRACTOR. FURNISH CERTIFIED TEST REPORT TO 5/8"Sex 10' THE CELLULAR COMPANY. GROUND ROD ' LEGEND: ♦ CADWELD OR OTHER APPROVED EXOTHERMIC WELDING SYSTEM ■ MECHANICAL CONNECTION ELEVATION AT MONOPOLE AND SHELTER - • GROUND ROD, 5/8"000'-0" COPPERCLAD STEEL N.T.S. Qi GROUND ROD, 5/8"0x10'-O" COPPERCLAD STEEL WITH INSPECTION SLEEVE @ #2 AWG SOLID TINNED COPPER (BARE) Q #2 AWG SOLID TINNED COPPER (INSULATED OR BARE) IN 1/2"0 PVC CONDUIT SLEEVE AS SHOWN OR WHERE CONDUCTOR WOULD BE EXPOSED. ,.1E ,a:,....�a " ENC e-'-R/E DnP Rl. N ME OF NE✓y�'" Y� PROJECT NO DRAWING NO UNAUTHORIZED ALTERATION OR ADDITION ZR THIN T IS A VIOLATION OF NEXTEL COMMUNICATIONS 1429-15A SE 7209 OF s} yw dr SECTION 7209 OF THE NEW YORK STATE ' EDUCATION LAW. dh WHITE PLAINS NEW YORK GROUNDING SYSTEM DATE PROJECT ENGINEER orwwN UNMANNED WIRELESS COMMUNICATION APRIL' 1997 E-� EQUIPMENT SITE NO. NY-313 AND MISCELLANEOUS DETAILS °' �`'� R.O. pROFES514 L.V.G. DVIRKA AND BARTILUCCI � nesieNeo BY eNearc e. CONSULTING ENGINEERS MATTITUCK NEW YORK AS NOTED R.LS. H.C. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. � ' ' C I INSTRUCTIONS TO CONTRACTORS 01052—PROTECTION OF ON—SITE UTILITIES 01430—SAFETY AND HEALTH REQUIREMENTS 02500 — PAVING AND SURFACING CONTRACTOR SHALL VISIT THE SITE OF THE PROPOSED WORK AND THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTING UTILITIES ATTENTION IS DIRECTED TO FEDERAL, STATE AND LOCAL LAWS, RULES IN AREAS WHERE EXCAVATION IS TO OCCUR AT PAVED SURFACES, SAW— UNLESS OTHERWISE NOTED, ALL STEEL, BOLTS AND U—BOLTS SHALL BE �l BECOME FULLY ACQUAINTED WITH THE CONDITIONS AS THEY EXIST IN RUNNING THROUGHOUT THE SITE. UTILITIES SHOWN ON THE PLANS ARE AND REGULATIONS CONCERNING CONSTRUCTION SAFETY AND HEALTH CUT PAVEMENT IN STRAIGHT AND PARALLEL LINES, BACKFILL TO 6" HOT DIPPED GALVANIZED CONFORMING TO ASTM A123 OR A153 (AS - '9 ORDER THAT THE RESTRICTIONS ATTENDING THE WORK ARE NOT COMPLETE AND ARE APPROXIMATELY LOCATED. THE CONTRACTOR STANDARDS. THE COMPANY AWARDED A CELLULAR COMPANY PROJECT BELOW GRADE FOR NEW DRIVEWAYS, SIDEWALKS AND LIGHT DUTY APPLICABLE). CUT ENDS, AND 'DISTURBED SURFACES SHALL BE COATED UNDERSTOOD. ALL AREAS AND DIMENSIONS ARE INDICATED ON THE IS RESPONSIBLE FOR ARRANGING MARKOUTS AND PERFORMING FIELD SHALL INSURE ALL WORKERS WORK IN SURROUNDINGS OR PAVEMENT REPAIRS. PROVIDE 4 LAYER OF DENSELY GRADED AGGREGATE WITH ZRC COLD GALVANIZING COMPOUND AS MFR. BY Z.R.C. CHEMICAL '" DRAWINGS AS ACCURATELY AS POSSIBLE, BUT ALL CONDITIONS SHALL LOCATIONS FOR ALL UTILITIES AND OWNER'S SUBSURFACE FACILITIES. UNDER CONDITIONS WHICH ARE SANITARY, AND ARE NOT (COMPACTED DEPTH) AND PROVIDE 3 LAYER OF NYSDOT TYPE-6 PRODUCTS CO., QUINCY, MA OR APPROVED 'EQUAL, BE VERIFIED BY EACH CONTRACTOR AND/OR SUBCONTRACTOR AT THE HAZARDOUS OR DANGEROUS TO HIS/HER HEALTH OR SAFETY. ASPHALT (COMPACTED DEPTH) TO RESTORE ORIGINAL GRADE. .;;rt,, SITE. THE FAILURE OF THE CONTRACTOR TO EXAMINE OR RECEIVE ANY THE CONTRACTOR IS REQUIRED TO TAKE ANY AND ALL PRECAUTIONS PRECAUTIONS SHALL BE EXERCISED AT ALL TIMES FOR THE PROTECTION AGGREGATE BASE AND ASPHALT SHALL MEET NYSOOT REQUIREMENTS. ALL WELDING OPERATIONS CONDUCTED AFTER GALVANIZING SHALL BE FORM, INSTRUMENT OR DOCUMENT, OR TO VISIT THE SITE SHALL NOT NECESSARY TO LOCATE, SUPPORT AND PROTECT THESE UTILITIES OF THE PERSONS AND PROPERTY. IT IS MANDATORY THAT THE SAFETY APPLY ASPHALT TACK COAT AT INTERFACE WITH EXISTING PAVEMENTS. COATED IN ACCORDANCE WITH THE ABOVE FOR DISTURBED SURFACES. RELIEVE THE CONTRACTOR FROM ANY OBLIGATION WITH RESPECT TO DURING CONSTRUCTION. ALL COSTS ASSOCIATED WITH PROTECTING, PROVISIONS OF APPLICABLE LOCAL LAWS, OSHA REGULATIONS AND AT CONCRETE SIDEWALKS PROVIDE 6 THICK MESH REINFORCED SLAB ALL FIELD WELDED SURFACES SHALL BE PAINTED IN ACCORDANCE WITH _ THE QUOTED PRICE. THE SUBMISSION OF A QUOTATION SHALL MAINTAINING, SUPPORTING, LOCATING, DIGGING TEST PITS, ETC., OF ALL BUILDING AND CONSTRUCTION CODES BE OBSERVED FOR ALL WITH A BROOM FINISH. THE REQUIREMENTS FOR DISTURBED SURFACES. ACKNOWLEDGE THAT THE CONTRACTOR AND HIS SUBCONTRACTORS UTILITIES OR PROCESS PIPELINES SHALL BE INCLUDED IN THE QUOTED CONTRACTORS AND RIGGERS. HAVE FULLY EXAMINED THE SITE AND KNOW THE EXISTING CONDITIONS PRICE(S). ANCHOR BOLTS SHALL CONFORM TO ASTM A36 AND SHALL BE AND HAVE MADE PROVISIONS FOR OPERATING UNDER THE CONDITIONS CONTRACTORS ARE COMPLETELY RESPONSIBLE FOR CONSTRUCTION 02831—CHAIN LINK FENCE TIGHTENED TO A SNUG TIGHT CONDITION. ANCHOR BOLTS SHALL BE HOT AS THEY EXIST AT THE SITE AND HAS INCLUDED ALL NECESSARY ITEMS. ANY EXCAVATIONS WITHIN 18" OF A UTILITY MUST BE CAREFULLY MEANS AND METHODS, JOB SITE SAFETY, TEMPORARY CONSTRUCTION DIPPED GALVANIZED PER ASTM A123, DISTURBED SURFACES SHALL BE COATED PERFORMED ')BY HAND. AND ENSURING COMPLIANCE WITH ALL APPLICABLE SAFETY AND HEALTH CHAIN LINK FENCING SHALL BE EIGHT FEET (8HIGH, UNLESS WITH ZRC COLD GALVANIZING COMPOUND AS MFR. BY Z.R.C. CHEMICAL THE EXTENT AND LOCATION OF SUBSURFACE BEDROCK IS UNKNOWN. REGULATIONS. REGULATIONS OR PROCEDURES INDICATED ARE FOR OTHERWISE NOTED ON THE DRAWINGS, INSTALLED AS SHOWN. PRODUCTS CO., QUINCY, MASS. OR EQUAL AS APPROVED BY THE ENGINEER. THEREFORE, THE BASE QUOTED PRICE SHALL BE DETERMINED THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INFORMATION ONLY AND MAY NOT BE CURRENT, ALL COMPONENTS SHALL BE GALVANIZED STEEL. LEGALLY DISPOSE ASSUMING EXCAVATION THROUGH NORMAL SOIL CONDITIONS. A UNIT CONNECTING TEMPORARY GENERATOR SETS, PUMPS, ETC„ TO MAINTAIN OF ALL REMOVED FENCING WHICH CANNOT BE INCORPORATED IDIVISION 9 — FINISHES PRICE SHALL BE INCLUDED WHICH OFFERS, ON A PER CUBIC FOOT OF OPERATIONS FOR ANY PROPERTY OWNER FUNCTIONS WHICH ARE 01510—TEMPORARY UTILITIES INTO THE NEW WORK. '. 1 EXCAVATION BASIS, THE DELETION OF NORMAL SOIL EXCAVATION, AND DISRUPTED BY ANY PORTION OF IS WORK. THE CONTRACTOR SHALL ALSO 09900 — PAINTING SUBSTITUTES ROCK REMOVAL AND CONCRETE ENCASEMENT. BE RESPONSIBLE FOR TEMPORARY AND PERMANENT REPAIR OF ANY PROVIDE ALL REQUIRED TEMPORARY UTILITIES AND PAY ALL 02900—LANDS PING - ^^" UTILITIES OR FACILITIES DAMAGED BY HIS WORK. ASSOCIATED FEES AND OPERATING COSTS. PROVIDE ALL TEMPORARY ALL NEW STEEL MOUNTING ELEMENTS AND SURFACES REQUIRING PIGMENTED ' DIVISION 1 —GENERAL REQUIREMENTS1 SOIL EROSION CONTROL MEASURES REQUIRED BY THE AUTHORITIES REGRADE SITE TO MATCH EXISTING GRADES OR FINISH GRADES NOTED PAINT SHALL BE PREPARED, PRIMED AND FINISH PAINTED AFTER ^I 01060—REGULATORY REQUIREMENTS HAVING JURISDICTION, ON THE DRAWINGS. SPREAD UNIFORM LAYER OF EXISTING STOCKPILED GALVANIZING. COLOR OF FINISH PAINT SHALL MATCH EXISTING SURFACE 01010—SUMMARY OF WORK TOPSOIL OR STONE BLEND OVER REGRADED AREAS, AS SHOWN ON THE COLOR AS APPROVED BY THE-OWNEW SURFACE PREPARATION SHALL BE THE CONTRACTOR SHALL CONFORM TO THE APPLICABLE LOCAL CONSTRUCTION 01700—PROJECT CLOSE OUT DRAWINGS OR AS DIRECTED IN THE FIELD. SSPC—SP1 FOR GALVANIZED STEEL, AND SSPC-SP11 (POWER TOOL CLEANING FURNISH AND INSTALL FOUNDATION AND APPURTENANCES FOR CODE AND OTHER APPLICABLE LOCAL, COUNTY, STATE, AND FEDERAL CODES, TO BARE METAL) FOR PLAIN STEEL. PAINT TO BE HIGH QUALITY INDUSTRIAL { UNMANNED EQUIPMENT SHELTER AND MONOPOLE WITHIN A FENCED LAWS, AND REQUIREMENTS. REMOVE ALL DEBRIS FROM SITE, CLEAN FLOORS AND OTHER EXPOSED ALL DISTURBED VEGETATION AND GROUND COVER SHALL BE RESEEDED GRADE AS MANUFACTURED BY CARBOLINE, GALVANIZED SURFACES SHALL HAVE A -, COMPOUND AS SHOWN ON THE DRAWINGS. CONNECT SHELTER TO SURFACES AND REMOVE LABELS. "CLEAN" IS DEFINED TO MEAN THAT WITH THE SPECIFIED GRASS MIXTURE AND MULCHED WITH A LAYER OF PRIME COAT OF "CARBOLINE PENETRATING SEALER" AND FINISH COAT OF UTILITIES REQUIRED BY THIS CONTRACT. 01063—PERMIT FEES WHICH IS EXPECTED FOR A FIRST CLASS BUILDING CLEANING AND STRAW. SEEDING SHALL CONSIST OF 60% REDIFESCUE AND 40% ' CARBOLINE CARBOTHANE 134HS." PAINTS FOR OTHER SURFACES SHALL BE MAINTENANCE PROGRAM. PROVIDE THE CELLULAR COMPANY WITH GENERAL PERENNIAL RYE GRASS MIX, APPLIED AT THE IRATE OF 2.0 LBS PER 1 ,000 AS RECOMMENDED BY THE PAINT MANUFACTURER. PAINT FOR ANTENNAS FURNISH AND INSTALL ELECTRICAL SERVICE (INCLUDING CONNECTIONS) THE CELLULAR COMPANY SHALL APPLY AND PAY FOR THE BUILDING PERMIT. OPERATING/MAINTENANCE INSTRUCTIONS FOR ALL INSTALLED EQUIPMENT. SQUARE FEET. SHALL ALSO BE AN APPROVED NON—METALLIC RF TRANSPARENT PAINT. AND TELEPHONE SERVICE CONDUIT WITH DRAG LINE, COORDINATE THE CONTRACTOR SHALL APPLY AND PAY FOR THE CERTIFICATE EQUIVALENT PAINTING MATERIALS BY TNEMEC OR SHERWIN WILLIAMS MAY BE DIVISION OF RESPONSIBILITY BETWEEN CONTRACTOR AND RESPECTIVE OF OCCUPANCY. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL 01740—WARRANTIES AND BONDS IDIVISION 3 — CONCRETE USED IF APPROVED BY THE CELLULAR COMPANY. - UTILITY. OTHER REQUIRED PERMITS OR LICENSES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL INSPECTIONS PURSUANT TO THE LOCAL THE CONTRACTOR SHALL GUARANTEE ALL LABOR AND MATERIALS USED 03300—CAST IN PLACE CONCRETE ALL PAINTING WORK SHALL BE IN ACCORDANCE WITH THE STEEL STRUCTURES PERFORM/PROVIDE ALL CLEARING, EXCAVATING, BACKFILLING AND CONSTRUCTION CODE. IN THIS PROJECT FOR A PERIOD OF ONE (1) YEAR COMMENCING FROM PAINTING MANUAL, AND THE PAINT MANUFACTURER'S INSTRUCTIONS AND PAVING REQUIRED FOR A COMPLETE INSTALLATION. THE DATE OF THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITIONS OF RECOMMENDATIONS, COLORS SHALL BE AS SELECTED BY THE CELLULAR COMPANY/ 01066—ELECTRICAL INSPECTION BY NEW YORK BOARD OF COMPLETION BY THE CELLULAR COMPANY. ANY DEFICIENCIES THAT THE NEW YORK STATE BUILDING CODE, THE AMERICAN CONCRETE PROPERTY OWNER. LEAVE ALL AREAS IN A NEAT AND CLEAN CONDITION. RELOCATE UTILITIES AS REQUIRED TO COMPLETE THE WORK. FIRE UNDERWRITERS (NYBFU( BECOME EVIDENT DURING THIS ONE (1) YEAR PERIOD SHALL BE INSTITUTE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CORRECTED AT THE CONTRACTOR'S EXPENSE. CONCRETE' (ACI 318), AND THE AMERICAN CONCRETE INSTITUTE FURNISH AND INSTALL ALL ANTENNAS, CABLES, CABLE SUPPORT STRUCTURES, IT IS REQUIRED THAT ALL ELECTRICAL WORK PERFORMED BY THE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI ' APPURTENANCES, AND HARDWARE REQUIRED FOR A COMPLETE ANTENNA CONTRACTOR UNDER THIS PROJECT BE INSPECTED BY THE NEIN YORK IDIVISION 2—SITE WORK 301). THIS INCLUDES ALL APPLICABLE REFERENCE STANDARDS, INSTALLATION, PAINT ALL NEW ITEMS, DISTURBED EXISTING SURFACES, AND BOARD OF FIRE UNDERWRITERS' BUREAU OF ELECTRICITY AT THE OTHER AREAS INDICATED. CONTRACTOR'S OWN EXPENSE. 02110—CLEARING CAST—IN—PLACE CONCRETE SHALL BE NORMAL WEIGHT AIR ENTRAINED CONCRETE AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF PERFORM ALL SITE WORK AND LANDSCAPING AS SHOWN ON THE THE CONTRACTOR SHALL APPLY FOR A PERMIT FROM NYBFU BUREAU OF CLEAR AND GRUB THE SITE AS SHOWN ON THE DRAWINGS, AND AS 4,000 PSI AT 28 DAYS. THE MAXIMUM SLUMP SHALL BE 4 INCHES. AIR DRAWINGS OR REQUIRED TO COMPLETE THE WORK. ELECTRICITY. ELECTRICAL WORK MAY NOT BE STARTED UNTIL THE REQUIRED TO ALLOW FREE AND UNOBSTRUCTED USE OF THE FENCED ENTRAINMENT SHALL BE 6% MIN. CONTRACTOR HAS FILED FOR A PERMIT FROM NYBFU. COMPOUND, AND TO PERMIT THE INSTALLATION OF ALL UTILITY—RELATED GROUND THE SHELTER, ANTENNA SUPPORT STRUCTURES, CABLE SUPPORT AND EQUIPMENT—RELATED STRUCTURES. PROTECT TREES AND SHRUBS ALL CONCRETE MIXES SHALL BE PROPORTIONED SO THAT NO MORE - STRUCTURES, AND CABLES IN ACCORDANCE WITH THE CELLULAR COMPANY NO WORK WILL BE ACCEPTED BY THE OWNER OR THE CELLULAR COMPANY THAT ARE NOT SCHEDULED FOR CLEARING BY PROVIDING TEMPORARY THAN 635 POUNDS OF CEMENT ARE USED PER CUBIC YARD OF ! AND NATIONAL ELECTRICAL CODE REQUIREMENTS. UNTIL ACCEPTANCE IS MADE BY NYBFU. FENCING AROUND THEM. CONCRETE AND NO MORE THAN 5.0 GALLONS OF WATER ARE USED PER BAG OF CEMENT (0.45 MAXIMUM W/C RATIO). 01011 —DEFINITIONS AND STANDARDS A CERTIFICATE OF TOTAL COMPLIANCE AND ACCEPTANCE BY NYBFU WILL REMOVE ROOTS AND STUMPS 1" IN DIAMETER AND LARGER TO A DEPTH BE REQUIRED UPON COMPLETION OF THIS PROJECT, OF 12" BELOW GRADE, OR THAT REQUIRED BY FOUNDATION, ELECTRICAL CONCRETE REINFORCING BARS SHALL BE GRADE 60 DEFORMED BARS THE TERM "PROVIDE' MEANS FURNISH AND INSTALL COMPLETE AND AND GROUNDING WORK, WHICHEVER IS DEEPER. - AND SHALL CONFORM TO ASTM SPECIFICATION A615 WITH A MINIMUM READY FOR INTENDED USE, AS APPLICABLE IN EACH INSTANCE. 01340—SHOP DRAWINGS PRODUCT DATA AND SAMPLES YIELD STRENGTH FY=60 KSI. ALL WELDED WIRIE FABRIC SHALL CONFORM THE TERM "BANM" OR "CELLULAR COMPANY' MEANS BELL ATLANTIC PROTECT EXISTING UTILITIES AND STRUCTURES DURING CLEARING AND TO ASTM A185, WITH FY=70 KSI. SUBMIT SHOP DRAWINGS, SAMPLES AND PRODUCT DATA, AS REQUESTED GRUBBING OPERATIONS. NYNEX MOBILE, INC. BY THE CELLULAR COMPANY TO THE ENGINEER. A MINIMUM OF (6) SIX UNLESS NOTED OTHERWISE, MINIMUM CONCRETE COVER FOR THE TERM "ENGINEER" SHALL MEAN DVIRKA AND BARTILUCCI COPIES SHALL BE SUBMITTED. WORK OF THE AFFECTED, PROVIDE BARRICADES, WARNING SIGNS AND LIGHTS REQUIRED AT ALL TIMES. REINFORCING BARS SHALL BE AS FOLLOWS: CONSULTING ENGINEERS, WOODBURY, NEW YORK. SECTION SHALL NOT PROCEED UNTIL THE ENGINEER HAS REVIEWED AND ACCEPTED SUBMITTALS. SCHEDULE A MINIMUM OF 14 LEGALLY DISPOSE OF CLEARINGS, ROOTS, DEBRIS, AND EXCESS 3" FOR FOUNDATION BOTTOM BARS; 1 1/2" FOR FOUNDATION TOP BARS; 1 _ THE TERM OWNER AND PROPERTY OWNER SHALL MEAN THE SAME THING. CALENDAR DAYS FOR ENGINEER'S REVIEW AND RESPONSE OF EACH MATERIALS IN AN OFF—SITE LOCATION. BURNING IS PROHIBITED. 1/2" FOR #4 AND SMALLER BARS USED AS TIES; 1" FOR INTERIOR SLAB ,, y SUBMITTAL. MULTIPLE SUBMITTALS MAY BE REQUIRED. TOP AND BOTTOM REINFORCEMENT. . - 02220—EXCAVATING BACKFILLING AND COMPACTING ?� 01012—WORK BY OTHERS THE ENGINEERING REVIEW OF SHOP OR SETTING DRAWINGS MINIMUM LAP SPLICES OF REINFORCING BARS SHALL BE 40 BAR DIAMETERS, ..', THE CELLULAR COMPANY MAY HAVE WORK PERFORMED UNDER SHALL ONLY BE CONSTRUED TO APPLY TO GENERAL LAYOUT OBTAIN PERMISSION FROM THE OWNER AND ALL UTILITIES PRIOR TO UNLESS OTHERWISE NOTED ON THE DRAWINGS. OTHER CONTRACTS, CONCURRENTLY, WITH THE WORK OF THIS AND CONFORMANCE TO THE DESIGN CONCEPT TO THE (PROJECT EXCAVATION. UTILIZE THE "CALL BEFORE YOU DIG" HOTLINE PRIOR TO CONTRACT. THE CELLULAR COMPANY MAY ALSO BREAK UP THE WORK AND FOR COMPLIANCE WITH THE GENERAL REQUIREMENTS OF THE EXCAVATION, VERTICAL AND/OR HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE CONTRACT DOCUMENTS. THE RESPONSIBILITY FOR ANY (DEVIATIONS PERMITTED. SHOWN AND SPECIFIED INTO SEVERAL SEPARATE CONTRACTS, OR FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS SHALL CLEARLY STAKE AND MARK ALL EXISTING UNDERGROUND UTILITIES AND PERFORM PART AL THE WORK WITH THEIR PERSONNEL. REMAIN THE CONTRACTOR'S UNLESS HE HAS, IN WRITING, SPECIFICALLY STRUCTURES AND EXTENT OF NEW EXCAVATIONS AND FIELD LOCATE. CONTRACTOR SHALL PERMIT ACCESS TO THE PROJECT CALLED THE ENGINEER'S ATTENTION TO SUCH DEVIATIONS AT THE TIME DIVISION 5—METALS ',}( THESE CONTRACTORS TO PERFORM THEIR WORK. THE CONTRACTOR OF SUBMISSION AND HAS RECEIVED THE ENGINEER'S WRITTEN EXCAVATE TO GRADES SHOWN ON THE DRAWINGS. STRIP TOPSOIL , SHALL COORDINATE HIS WORK WITH THE WORK UNDER OTHER OR SEPARATE APPROVAL OF SUCH DEVIATIONS. LAYER AND STOCKPILE ON SITE. WHERE EXCAVATION GRADES ARE NOT 05500—METAL FABRICATIONS CONTRACTS TO ENSURE THE PROPER SEQUENCE OF OPERATIONS. THIS SHOWN ON THE DRAWINGS, EXCAVATE AS REQUIRED TO ACCOMMODATE ALSO PERTAINS TO THE INSTALLATION OF THE EQUIPMENT SHELTER. 01400—OUALITY CONTROL THE INSTALLATION. OBTAIN APPROVAL FROM THE LOCAL BUILDING DESIGN AND CONSTRUCTION OF STRUCTURAL /AND MISCELLANEOUS - 01016—OWNER OCCUPANCY INSPECTOR, IF REQUIRED, AND THE ENGINEER PRIOR TO POURING STEEL SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL ALL WORK SHALL BE PERFORMED IN A NEAT AND WORKMANLIKE CONCRETE. OBTAIN APPROVAL FROM THE LOCAL ELECTRICAL AND CONSTRUCTION "MANUAL OF STEEL CONSTRUCTION — ALLOWABLE DURING THE COURSE OF CONSTRUCTION, THE PROPERTY OWNER(S), HIS MANNER, LEFT CLEAN AND FREE FROM DEFECT AND COMPLETELY UTILITY INSPECTORS PRIOR TO BACKFILLING UTILITY LINES. STRESS DESIGN," LATEST EDITION. EMPLOYEES, SUPPLIERS, CLIENTS, TENANTS AND VISITORS SHALL OPERABLE. THE CONTRACTOR SHALL PROVIDE ALL ITEMS INDICATED ON REMOVE LOOSE MATERIAL AND WATER FROM THE BOTTOM OF THE STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO ASTM CONTINUE TO OCCUPY AND USE THE FACILITY. THE CONTRACTOR SHALL THE DRAWINGS. ALL MATERIALS SHALL BE NEW AND ALL WORK AND RETE.EXCAVATION PRIOR TO PLACEMENT OF CONCRETE, DEWATERING SHALL A36, "STRUCTURAL STEEL" LATEST EDITION, UNLESS OTHERWISE SCHEDULE AND COORDINATE THE WORK ACCORDINGLY. MATERIALS SHALL BE GUARANTEED BY THE CONTRACTOR AS SPECIFIED BE PERFORMED WITHOUT LOOSENING THE CRETE,SUBGRADE. INDICATED. HEREIN. WHETHER OR NOT SHOWN ON DRAWINGS, THE CONTRACTOR 01045—CUTTING AND PATCHING SHALL PROVIDE MISCELLANEOUS ITEMS OF EQUIPMENT AND HARDWARE FOUNDATIONS SHALL BEAR ON UNDISTURBED NATURAL SOIL OR WELL ALL PIPES SHALL CONFORM TO ASTM A501 OR A53, TYPE E/S, GRADE B TO FURNISH COMPLETE, FUNCTIONAL ASSEMBLIES. COMPACTED SELECT GRANULAR FILL HAVING A MINIMUM ALLOWABLE (FY=35 KSI MIN.). ASTM A500 STEEL MAY BE USED IF A501 STEEL IS NOT THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING AS ALL WORK SHALL BE CAREFULLY COORDINATED WITH ALL TRADE BEARING CAPACITY OF 1.5 TONS PER SQUARE FOOT. AVAILABLE. REQUIRED TO PROVIDE ACCESS FOR INSTALLATION OF VARIOUS PARTS INVOLVED AND THE CONTRACTOR SHALL PROVIDE PROPER OF THE WORK. ALL CUTTING SHALL BE PERFORMED SO AS TO MINIMIZE ITCONTRACTOR SHALL EMPLOY ALL NECESSARY MEASURES TO STRUCTURAL CONNECTION BOLTS SHALL BE HIGH STRENGTH BOLTS AND CONNECTIONS, FITTINGS, VALVES, PIPING, ETC. FOR ALL EQUIPMENT. - DAMAGE TO ADJACENT SURFACES. PATCHING OF EXISTING MATERIALS DRAWINGS ARE BE CONSIDERED DIAGRAMMATIC AND DO NOT SAFEGUARD THE STRUCTURAL INTEGRITY OF ADJACENT STRUCTURES CONFORM TO ASTM A325 "STANDARD SPECIFICATION FOR STRUCTURAL SHALL BE PERFORMED INA NEAT AND WORKMANLIKE MANNER. ALL NECESSARILY INDICATE THE ACTUAL LOCATION OR ROUTING OF DURING EXCAVATION AND CONSTRUCTION OF FOUNDATIONS. SIDEWALL BOLTS, STEEL, HEAT—TREATED, 120/105 KSI MINIMUM TENSILE STRENGTH;' HOLES IN MASONRY , CONCRETE FLOORS AND WALLS SHALL BE CORE STABILITY OF EXCAVATIONS SBT IONHALL E MAINTAINED DURING 8" DIAMETER, UNLESS OTHERWISE LATEST EDITION. BOLTS SHALL BE 5 DRILLED OR SAW CUT. PATCHING SHALL INCLUDE THE RESTORATION OF EQUIPMENT, PIPING DUCTWORK. DRAWINGS SHALL BEE FOLLOWED AS / PAINTED SURFACES, SEAL ALL PENETRATIONS WITH PIGMENTED CLOSELY AS CONDITIONS ALLOW TO COMPLETE THE INTENT OF THE CONTRACT. CONSTRUCTION. ANY UNUSUAL FIELD CONDITIONS SHALL LA NOTED. SILICONE CAULK FOR A WEATHERPROOF SEAL. PROVIDE U.L. LISTED FIRE IMMEDIATELY BROUGHT E THE ATTENTION OF THE CELLULAR COMPANY FIELD STOPS WHERE PENETRATIONS ARE MADE THROUGH FIRE RATED FLOOR AND A QUALIFIED ENGINEER RETAINED BY THE CONTRACTOR. SHOP CONNECTIONS SHALL LT WELDED OR HERWISBOLTED.' INDI AND WALL ASSEMBLIES. 01410—SURVEY CONNECTIONS SHALL BE BOLTED UNLESS OTHERWISE INDICATED. ALL - BACKFILL MATERIAL FOR EXCAVATIONS SHALL BE CLEAN, STRUCTURAL BOLTED CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS. 01051 —EXISTING CONDITIONS THE CONTRACTOR SHALL LAYOUT ALL WORK, AND LOCATE AND PROVIDE BACKFILL, FREE OF ORGANICS, DEBRIS, WASTE, FROZEN MATERIAL, AND COORDINATES FROM TRUE NORTH FOR LOCATING ANTENNA DIRECTION OTHER DELETERIOUS MATTER. ALL BACKFILL AND FILL SHALL BE CONTRACTOR SHALL COMPLY WITH AWS CODE FOR PROCEDURES, REFERENCES TO TRUE NORTH ON THE DRAWING ARE ROR GENERAL COMPACTED IN 8 INCH MAXIMUM LAYERS TO 95% MAXIMUM DRY DENSITY APPEARANCE AND QUALITY OF WELDS, AND FOR METHODS USED IN ALL CONDITIONS AND DIMENSIONS SHALL BE VERIFIED BY THE -I CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IT T THE DESIGN INFORMATION ONLY. AT OPTIMUM MOISTURE CONTENT PER ASTM D1557. MINIMUM DRY CORRECTIVE WELDING. ALL WELDERS AND WELDING PROCESSES SHALL -� COMPACTED UNIT WEIGHT OF SOIL BACKFILL SHALL BE 110 PCF. FOR BE QUALIFIED IN ACCORDANCE WITH AWS "STAINDARD QUALIFICATION CONTRACTOR'S RESPONSIBILITY TO REPORT TO THE ENGINEER, IN UTILITY LINES, FIRST LAYER OF EMBEDMENT AND BACKFILL SHALL BE PROCEDURES." ALL WELDS SHALL BE WITH E710 ELECTRODES, UNLESS - WRITING, SIGNIFICANT VARIATION OR DISCREPANCIES OF THE SELECT GRANULAR FILL. SELECT GRANULAR FILL SHALL MEET THE OTHERWISE NOTED. CONDITIONS NOTED OR IMPLIED, IMMEDIATELY UPON DISCOVERY OF REQUIREMENTS FOR BACKFILL, AND SHALL ALSO BE WELL GRADED WITH �'I SUCH CONDITIONS. LESS THAN 10% FINES. 11 r'1 LJ UIHET4'w" 14J9—b1 1Ac, �42915A) DATE I VG 6 91 ]ATI PFN;IOh iNT PROJECT NO. DmmB NO - OF NEW F UNAUTHORIZED ALTERATION OR ADDITION ' 1P<� ,I- TO THIS DOCUMENT IS A VIOLATION OF NEXTEL COMMUNICATIONS '429-'SA 0y SECTION 7209 OF THE NEW YORK STATEN EDUCATION LAW. dh WHITE PLAINS NEW YORK TECHNICAL SPECIFICATIONS ° E °A°LELT LNGiNEER OMWN NY UNMANNED WIRELESS COMMUNICATION SHEET 1 OF 2 MARCH, 1997 TS- 1 P� 466' �2n R.O. G.B. DVIRKA AND BARTILUCCI EQUIPMENT SITE NO. NY-313 { S ALE PROFESSI P� DESiGo D a, CHECKED 61 CONSULTING ENGINEERS C.M.C. H.C. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. MATTITUCKF NEW YORK NONE 1 DIVISION 16—ELECTRICAL 16010 BASIC ELECTRICAL REQUIREMENTS 16450—GROUNDING SYSTEM 1 .0 GENERAL THE GROUNDING SYSTEM SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (LATEST EDITION), FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, THE CELLULAR COMPANY GROUNDING SPECIFICATIONS (LATEST EDITION) TRANSPORTATION AND APPURTENANCES NECESSARY FOR A COMPLETE AND ANY OTHER AGENCIES HAVING JURISDICTION. AND OPERATIONAL INSTALLATION AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. THE FOLLOWING ITEMS OF WORK ARE TO BE GROUND SERVICE RACEWAYS IN ACCORDANCE WITH NEC 250-32. INCLUDED: 1 ELECTRICAL SERVICE INCLUDING COORDINATION WITH THE UTILITY. 16670—ANTENNA CABLES AND ACCESSORIES 2. TELEPHONE EMPTY CONDUIT SYSTEM INCLUDING COORDINATION 1 .0 GENERAL WITH THE UTILITY FURNISH ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION, 3. OPERATIONAL TESTING AND ADJUSTING OF ELECTRICAL SYSTEM SERVICES AND APPLIANCES NECESSARY FOR RECEIVING, INSTALLING, TESTING AND ADJUSTING ANTENNA CABLES FOR A COMPLETE AND 4 GROUNDING SYSTEM OPERATIONAL INSTALLATION'S FROM THE ANTENNA TO THE POINT OF CONNECTION IN THE PREFABRICATED SHELTER, AS SHOWN ON THE ALL WORK SHALL BE PERFORMED IN FULL COMPLIANCE WITH THE DRAWINGS AND AS SPECIFIED HEREIN. LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE, THE NEW YORK STATE FIRE PREVENTION AND BUILDING CODE, THE CELLULAR COMPANY 2.0 MATERIALS GROUNDING SPECIFICATIONS, THE NATIONAL ELECTRICAL SAFETY CODE A. ANTENNA CABLES AND THE SPECIFICATIONS OF THE LOCAL ELECTRIC AND TELEPHONE UTILITIES. 1. UNLESS OTHERWISE NOTED, CABLES SHALL BE FOAM DIELECTRIC OBTAIN AND PAY FOR ALL REQUIRED PERMITS, INSPECTIONS AND COAXIAL CABLES AS SPECIFIED BY THE CELLULAR COMPANY. CERTIFICATES. PROVIDE A COMPLETED FINAL CERTIFICATE OF APPROVAL. OBTAIN AND PAY FOR ALL UTILITY CONNECTION CHARGES. FOR CABLE RUNS OF UP TO 200': USE 7/8" CABLE. 2.D MATERIALS FOR CABLE RUNS OF 200' TO 300': USE 1 1/4" CABLE. ALL MATERIALS SHALL BE U.L. LISTED FOR CABLE RUNS GREATER THAN 300': USE 1 5/8" CABLE. UNLESS OTHERWISE NOTED, ALL CONDUIT SHALL BE PVC, SCHEDULE 40, 2. CABLES SHALL BE PROVIDED WITHOUT SPLICES AND WITH - EXCEPT WHERE SUBJECT TO PHYSICAL DAMAGE. WHERE SUBJECT TO CONNECTORS AT EACH END PHYSICAL DAMAGE, PVC CONDUIT SHALL BE SCHEDULE 80. CONDUIT B. CONNECTORS, HANGERS AND ACCESSORIES EXPOSED TO ATMOSPHERE SHALL BE UV—RESISTANT. MINIMUM RADIUS OF ALL BENDS SHALL BE 24 CONDUIT INSTALLED IN UNDERGROUND 1. CONNECTORS, HANGERS AND ACCESSORIES SHALL BE PLACED AND LOCATIONS SHALL BE LISTED FOR SUCH USE. CONDUIT FOR ELECTRICAL SERVICE SHALL BE APPROVED FOR USE BY THE UTILITY. INSTALLED AS RECOMMENCED BY THE CABLE MANUFACTURER AND PER THE CELLULAR COMPANY REQUIREMENTS. ' ALL CONDUCTORS SHALL BE COPPER. CONDUCTOR INSULATION CLASS CALL BE EQUAL TO OR GREATER THAN THE VOLTAGE TO WHICH THEY 3.0 EXECUTION ARE SUBJECT. ANTENNA CABLE LENGTHS SHALL BE FIELD MEASURED BY THE ' CONDUCTORS FOR PRIMARY SERVICE TO PADMOUNT TRANSFORMER INSTALLER. THE INSTALLER SHALL NOTIFY THE CELLULAR COMPANY PRIOR SHALL BE INSULATED AT 15KV, SUITABLE FOR DIRECT BURIAL. TO THE PURCHASE OF THE CABLE, THE OVERALL LENGTH AND TYPE CONDUCTORS SHALL MEET REQUIREMENTS OF LILCO. OF CABLE PLANNED TO BE USED. CONDUCTORS FOR 120/24ELECTRICAL SERVICE SHALL CABLES SHALL BE LABELED WITH PERMANENT MARKERS, BRASS TAGS TYPE "USE;' STAMPED WITH ANTENNA ORIENTATION AND NUMBER AND ATTACHED INSULATED 6SUITABLE FOR DIRECT BURIAL. CONDUCTORS SHALL WITH STAINLESS STEEL TIE WIRES TAGS SHALL BE PROVIDED AT: MEET REQUIREMENTS S OF ELECTRIC UTILITY. ALL OTHER CONDUCTORS SHALL BE TYPE "XHHW', INSULATED AT 60OV. 1 . ANTENNA LOCATIONS COORDINATE SHORT CIRCUIT WITHSTAND RATINGS OF EQUIPMENT WITH 2. AT 50' INTERVALS THE AVAILABLE FAULT CURRENT AT THE UTILITY AND AT THE POINT OF SERVICE. 3. BEFORE ENTRY INTO THE PREFABRICATED SHELTER ALL EQUIPMENT INSTALLED OUTDOORS SHALL BE NEMA 3R. 4. AT THE TERMINATION, WITHIN THE PREFABRICATED SHELTER. PROVIDE EQUIPMENT, DEVICES, CONDUIT AND WIRING AS SHOWN ON THE ELECTRICAL RISER DIAGRAM AND AS REQUIRED FOR A COMPLETE ALL CABLE CONNECTIONS OUTSIDE SHALL BE COVERED WITH A OPERATING SYSTEM. WEATHERPROOF SPLICING KIT. THE KIT SHALL BE AS SPECIFIED 3.0 EXECUTION IN THE CELLULAR COMPANY GROUNDING SPECIFICATIONS. INSTALL CONDUIT PARALLEL OR PERPENDICULAR TO STRUCTURES. THE MINIMUM BENDING RADIUS FOR ANTENNA CABLES SHALL BE AS UNDERGROUND CONDUIT SHALL BE PITCHED TO DRAIN WHERE SHOWN BELOW: REQUIRED. CABLE SIZE IN AIR OR CABLE TRAY IN CONDUIT SERVICE ROUTES SHOWN ARE PRELIMINARY. OBTAIN CONFIRMATION 7/8" 10" 18" FROM THE CELLULAR COMPANY AND THE UTILITIES PRIOR TO INSTALLING. 1 1/4" 15" 22" VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES THROUGH THE 1 5/8" 20" 28" USE OF AN UNDERGROUND UTILITY LOCATING SERVICE. 1/2" FOAM JUMPER 6" N/AI ALL FEEDER CABLES SHALL BE TAGGED AT TERMINAL POINTS IN ALL CABLES SHALL BE INSTALLED WITH A MINIMUM NUMBER OF BENDS � BOXES. COLOR—CODE CABLES IN ACCORDANCE WITH THE NATIONAL WHERE POSSIBLE. CABLES SHALL NOT BE LEFT UN—TERMINATED AND ELECTRICAL CODE, UTILITY REQUIREMENTS AND INDUSTRY STANDARDS SHALL BE SEALED IMMEDIATELY AFTER INSTALLATION. EXISTING ELECTRICAL UTILITIES AT THE OWNER'S FACILITY SHALL BE REFER TO DRAWINGS FOR ADDITIONAL REQUIREMENTS KEPT INTACT AT ALL TIMES. ANY UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. END OF SPECIFICATIONS MAKE FINAL CONNECTION TO PREFABRICATED SHELTER. FURNISH AND INSTALL GROUNDING ELECTRODES IN ACCORDANCE WITH NEC 250 AND 810-21. FURNISH AND INSTALL NEW ELECTRICAL SERVICE AS SHOWN ON THE DRAWINGS, PROVIDE CONTINUOUS, 1/4" POLYPROPYLENE PULL ROPE IN ENTIRE RUN OF TELEPHONE EMPTY CONDUIT SYSTEM. PROVIDE ENGRAVED PLASTIC NAMEPLATES AT SERVICE DISCONNECT AND OTHER LOCATIONS SPECIFIED BY CONSTRUCTION MANAGER. ATTACHMENT METHOD OF NAMEPLATES SHALL NOT VIOLATE THE LISTING OF THE EQUIPMENT. PERFORM GROUNDING, FUNCTIONALITY AND SHORT—CIRCUIT TESTS AS REQUIRED BY THE CELLULAR COMPANY AND THE LOCAL ELECTRICAL INSPECTOR 1 �YwY, .;;.,ia•, ur SAF ltlEpyr vRam* NO DRAWING NO I UNAUTHORIZED ALTERATION OR ADDITION �/ /� /� THIS DOCUMENT IS A VIOLATION OF NEXTEL COMMUNICATIONS 1429-15A SE ' 0� SECTION 7209 OF THE NEW YORK STATE * P, EDUCATION LAW. O WHITE PLAINS NEW YORK TECHNICAL SPECIFICATIONS "r` TS-2 ' — = rno,Fri INouiu�. Di+n'.vu ar UNMANNED WIRELESS COMMUNICATION SHEET 2 OF 2 MARCH, 1997 °. 466 R.D L.V.G. EQUIPMENT SITE NO. NY-313 0 ems' DVIRKA AND pARTiLUCCI jOROFESSIOTI"V DE:,ILNer, BY C.f. ... e. CONSULTING ENGINEERS MATT"ITUCKr NEW YORK NONE M.N. H.C. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-26378 Date: 04/16/99 THIS CERTIFIES that the building ANTENNA/ACCP BLDG& FENCE Location of Property: 415 EIJAHS LA MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 108 Block 4 Lot 11.3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 5, 1998 pursuant to which Building Permit No. 25107-Z dated AUGUST 13, 1998 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is THREE ADDITIONAL WHIP ANTENNAS TO EXISTING MONOPOLE & ACCESSORY BUILDING WITH FENCE ENCLOSURE AS APPLIED FOR. The certificate is issued to WILLIAM BAXTER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 85969 11/23/98 PLUMBERS CERTIFICATION DATED N/A uilding inspector Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 25107 Z Date AUGUST 13, 1998 Permission is hereby granted to: W. BAXTER A/C NEXTEL C/O M.M.N.& RE 160 MIDDLE NECK GREAT NECK,NY 11021 for TO AFFIX 3 ADDITIONAL WHIP ANTENNAS TO EXISTING MONOPOLE & ERECT AN ACCESSORY BUILDING WITH FENCE ENCLOSURE AS APPLIED FOR. at premises located at 415 EILJAHS LA MATTITUCK County Tax Map No. 473889 Section 108 Block 0004 Lot No. 011 . 003 pursuant to application dated JUNE 5 1998 and approved by the Building Inspector. Fee $ 105 . 00 Bu' ld' ng Inspector ORIGINAL Rev. 2/19/98 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: for new building or new use: 1. Final survey of .property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form) . 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and '.'pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildine - $100.00 3. Copy of Certificate of Occupancy 4. Updated Certificate of Occupancy - .$50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date . . . .�Z / 7„/ 5g. . . . . . . . . . . . . . . . . . . . . . . . aw Construction. .. f.. . . .. Old Or Pre-existing Building. . .. . . . . . . . . . . . . . A41 -5 I.�tdr . . .. .. .. . . kation of Property... . .. .........., hs�..Vfa ... . . . ..1✓1 . House No. � 4'D&?_ Street Hamlet aver or Owners of Property.. . . :1 �C �S .. . .. .. . . . ... .. .. . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . e-/73 e&l aunty Tax Map No 1000, Section. . . . /e.5....Block. .. .0.dA . . . . .. .Lot. . .0.( 1: ©a3 , , , _ , , , ibdivision. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . z T� I armit No. .vZ.s 1.a7. '. .Date Of Permit. . ..BJ.!3�S,P'. . .Applicant. . . .�?. .�. . . . . . . . . . . . . . . . . ealth Dept. Approval. . . . . . . .. . . . . . . . . . . . . . .. . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . . . . Lanning Board Approval. . . . . . . . . . . . . . . . 4 . . . .. . . :quest for: Temporary Certificate. . . . . . . . . . . Final Certicate. . &,--- ee Submitted: $. . . . . . . . : . .. . . . . . . . . . . . . . . . . . . . . . . . . .4 . . . . . . . . . . . . . . . . . . . . . S 9 j APPLICANT firav P-) P- 0 WE- Luift C01VTO Calm 105 Route 210 Stony Point, AT, 10980 OFFICE:(914) 786-3068 FAS.(914) 786-7095 PAGER:(914)445.0421 E-MAIL:BPCCorp®AOL.Com. so �V a-Vf- PLANNING BOARD MEMBERS Saffol t �,� CD Town Hall, 53095 Main Road BENNETT airman KI,JR. h.Z.O Gy P.O. Box 1179 Chairman p Southold, New York 11971 WILLIAM J. CREMERS W Y Fax(516) 765-3136 KENNETH L.EDWARDS �y • Telephone(516) 765-1935 GEORGE RITCHIE LATHAM,JR. RICHARD G.WARD PLANNING BOARD OFFICE TOWN OF SOUTHOLD TO: Edward Forester, Building Department FROM: Robert G. Kassner, Site Plan Reviewer RE: Nextel Communications Main Road & Elijah'sLane SCTM# 1000-108-4-11.3 DATE: April 15, 1999 An inspection has been made of the above project. All conditions of the site plan have been met. The Planning Board recommends that a Certificate of Occupancy be issued. �€ ;ApL BLDG.DEPT. T INN F S UTHOLD PLANNING BOARD MEMBERS HO gpFF0j f BENNETT ORLOWSKI,JR. OCD Town Hall, 53095 Main Road Chairman =� G'y� P.O. Box 1179 !� Southold,New York 11971 WILLIAM J.CREMERS h 2 Fax (516) 765-3136 KENNETH L.EDWARDS GEORGE RITCHIE LATHAM,JR. • Telephone(516) 765-1935 RICHARD G.WARD PLANNING BOARD OFFICE TOWN OF SOUTHOLD DEC - 7 W8 December 4, 1998 x. WNLDF. DE T. L Rob O'Connor Dvirka and Bartilucci Consulting Engineers 330 Crossways Park Drive Woodbury, NY 11797-2015 RE: Base station for Nextel Communications Main Road and Route 25, Mattituck SCTM# 1000-108-4-11.3 Dear Mr. O'Connor, The Planning Board has received your photographs of the landscaping for the base station at the above location. The evergreens shown in the photos are insufficient to screen the station. I would be happy to meet with you and your landscaper at the site to review and discuss possible solutions. If this is satisfactory with you , please call me at your earliest convenience. WrKa o sner Site Plan Reviewer cc: Edward Forrester, Director of Code Enforcement Gary Fish, Building Inspector 70-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU ION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: AAy DATE d INSPECTOR MUNLEY9 MEADE9 NIELSEN & RE ATTORNEYS AT LAW REPLY TO: ❑ REPLY TO:IM 160 MIDDLE NECK ROAD 32 WOODBURY ROAD GREAT NECK,NEW YORK 11021 RUNTINGTON,NEW YORK 11743 (516) 487.6500 (516) 425-4100 TELECOPIER TELECOPIER (516) 487-6539 (516) 425-4104 June 5, 1998 M Building Department O V O Southold Town Hall 53095 Main Road JUN e Southold,New York 11971 r,r BLDG.DEPT. Attention: Pat N UTH L RE: Smart SMR of New York, Inc. d/b/a Nextel Communications Application for Building Permit Premises: 415 Elijahs Lane Cutchogue/Mattituck,NY 1000-108-4-11.3 r Dear Sir or Madam: In furtherance of my telephone conference this morning with Pat of your office,we enclose the following: 1. Our Attorney Disbursement Account Check No. 1758 payable to 'Town of Southold"in the sum of$35.00, which sum represents the required filing fee for the captioned Building Permit Application, previously forwarded to you. It is our understanding that our Check No. 1571 forwarded to you last summer has been voided; and 2. A copy of correspondence dated May 28, 1998 of the Board of Appeals addressed to your writer stating that we are now in a position to make application for a Building Permit and that no Special Exception will be needed. Accordingly, it is our understanding that the Building Permit Application filed last summer will be reactivated and reviewed. Should you require anything further, please do not hesitate to communicate with the undersigned. Very truly yours, MUNLEY, MEADE,NIELSEN &RE By: a rence C. Re LCR:ew Enclosures gUfRit APPEALS BOARD MEMBERS L' Southold Town Hall 53095 Main Road Gerard P, poehringer,Chairman P.O. Box 1119 James Dinizio,Jr. „d Southold,Now York 11971 Lydia A.TortoraZBA Fax(516)'165-9064 Lora S. Collins 0( �,`�� Telephone (516)765.1809 George Horning BOARD OF APPEALS TOWN OF SOUTHOLD May 28, 1998 Lawrence Ray, Esq. Munley Meade Nielsen & Re 160 Middle Neck Road Great Neck, NY 11021 RE: Nextel Co-Location of Antennas 1000-108-4. 11.3 Dear Mr. Ray: This will confirm that at our May 14s 1998 Regular Meeting, the entire Board discussed your application for a Special Exception to affix three whip antennas to existing telecommunications tower and to place accessory shed and pad with two GPN antennas and one BMR antenna mounted on shelter. Based on Sections 100-233B, the Board determined that the Town of Southold's 1997 Telecommunications Act supersedes its previous rulings under Nos. 4022SE and 4023 (which conditions required a new special exception review.) At the same time, the Board rescinded the former Resolution which had calendared this application for a public hearing. Board Member(s) suggested that you are now In a position to make application with the Building Department for a building permit review under other provisions of law for this project. Very ,Ja'tfi' Y re, � GERARD P, GOEHRINGER CHAIRMAN Enclosures (Application) cc : Planning Board Town Clerk (Re : #4753) Building Department PLANNING BOARD MEMBERS %1SFFO(k BENNETT ORLOWSKI,JR. ��O CSG Town Hall, 53095 Main Road h`t y� P.O. Box 1179 Chairman c Southold,New York 11971 WILLIAM J.CREMERS y Z Fax(516) 765-3136 KENNETH L.EDWARDS Oy Telephone (516) 765-1938 GEORGE RITCHIE LATHAM,JR. 0 RICHARD G.WARD PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 14, 1998 Jennifer H. Goody Munley, Meade, Nielsen & Re' Attorneys at Law 160 Middle Neck Rd. Great Neck, NY 11021 Re: Proposed site plan for Nextel Communications SCTM# 1000-108-4-11.3 Dear Ms. Goody: The following took place at a meeting of the Southold Town Planning Board on Monday, July 13, 1998: BE IT RESOLVED that the Southold Town Planning Board, acting under the State Environmental Quality Review Act, establishes itself as Lead Agency, and as lead agency makes a determination of non-significance, and grants a Negative Declaration. The final public hearing which was held at 5:30 p.m. was closed. The following resolution was adopted: WHEREAS, William J. Baxter and Jane P. Goeller are the owners of the property known and designated as SCTM# 1000-108-4-11.3 located at Elijah's Lane, Mattituck; and WHEREAS, a formal application for the approval of this site plan was submitted on April 28, 1998; and Page 2 Proposed site plan for Nextel Communications July 14, 1998 WHEREAS, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act, (Article 8), Part 617, declared itself lead agency and issued a Negative Declaration on July 13, 1998; and WHEREAS, this site plan was certified by Gary Fish, Building Inspector, on July 13, 1998; and WHEREAS, the Zoning Board of Appeals in a letter to the applicant dated May 28, 1998 determined that a Special Exception was not required for this project; and WHEREAS, applicant has agreed to screen equipment cabinet from view down driveway from Elijah's Lane and from neighbors adjacent to property with 6 foot evergreens; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED, that the Southold Town Planning Board grant final approval on the surveys dated June 11, 1998, and authorize the Chairman to endorse the final surveys subject to a one year review from date of building permit. Enclosed please find 2 copies of the approved site plan; one for your records and one to be submitted to the Building Department when you apply for your building permit. Enclosed also is a copy of the Negative Declaration for your records. Please contact this office if you have any questions regarding the above. 4Sincerely, Bennett Orlowski, Jr. Chairman enc. cc: Building Dept. MUNI,EY� MEADE3, NIELSEN & RE ATTORNEYS AT LAW 160 MIDDLE NECK ROAD - GREAT NECK,NEW YORK 11021 Qtr 2 3 (316)480.6800 TELECOPIER (516)480-6539 September 19, 1997 Mr. Gary Fish Town of Southold Building Department Town Hall Southold, New York 11971 RE: Smart SMR of New York, Inc. d/b/a Nextel Communications Application for Building Permit Premises: 415 Elijah's Lane Mattituck, New York Dear Mr. Fish: This shall serve to confirm our telephone conversation of yesterday afternoon during which you advised that based on the wording of the written decision by the Board of Appeals with respect to the application by the Cellular Telephone Company for erection of the monopole now standing at the captioned premises, we must apply to the Zoning Board of Appeals for a Special Exception Permit and to the Planning Board for Site Plan Approval. You advised that because no Variance is required, no denial will be issued at this time. You further advised that once your office has been informed that a Special Exception Permit has been granted and that the site plan has been approved, you will issue the Building Permit. Thanking you for your courtesies, we remain, Very truly yours, MUNLEY, MEADE, NIELSEN & RE By: Lawrence C. R LCR:ew MUNLEY, MEADE, NIELSEN CSL RE ATTORNEYS AT LAW 166 MIDDLE NECK ROAD GREAT NECK, NEW YORK 11021 (516) 487-6500 TELEcoYIEE August 5, 1997 (516) 487-6539 D Mr. Ed Forrester Building Department Town of Southold l�►ryj+ (5 Town Hall Southold, New York 11971 D�LVUPi O ti RE: Smart SMR of New York, Inc. $OUTI d/b/a Nextel Communications y�<p Application for Building Permit Premises: 415 Elijahs Lane Cutchogue/Mattituck, NY Dear Mr. Forrester: In furtherance of our telephone conference this morning with Pat of your office, we enclose our Attorney Disbursement Account Check No. 1571 payable to "Town of Southold" in the sum of $35.00, which sum we were advised is the required filing fee for the captioned Building Permit Application, previously forwarded to you. Should you require anything further, please communicate with the undersigned. Thanking you in advance for your courtesies, we remain, Very truly yours, MUNLEY, MEADE, NIELSEN & RE By: J� Evamarie Wilson, Paralegal /ew Enclosure �i MUNLEY, MEADS, NIELSEN ATTORNEYS AT LAW 160 MIDDLE NECK ROAD " I G GREAT NEOK. NEW YORK 11021 ! A[/U -V V�j 1516) 487-6500 TELEOOPIER _ -__ y.... ....�., August 41 1997 (516) 487-6538 VIA FEDERAL EXPRESS Mr. Ed Forrester Building Department Town of Southold Town Hall Southold, New York 11971 RE: Smart SMR of New York, Inc. d/b/a Nextel Communications Application for Building Permit Premises: 415 Elijahs Lane Cutcho4ue/Mattituck, NY Dear Mr. Forrester: In furtherance of our telephone conference this morning with Dave of your office, we enclose an additional set of plans for the captioned Building Permit Application, previously forwarded to you. Should you require anything further, please communicate with the undersigned. Thanking you in advance for your courtesies, we remain, Very truly yours, MUNLEY, MEADE, NIELSEN & RE By: LMA�L Evamarie Wilson, Paralegal /ew Enclosure MUNLEY, MEADS, NIELSEN �L R( ..� .. «rF---u �,.. � ! ATTORNEYS AT LAW 160 MIDDDE NECK ROAD GREAT NECK, NEW YORK 11021 (516) 487-6500 ,... - 1 - TELEOOPIEB July 30, 1997 15161487-6538 VIA UPS Mr. Ed Forrester Building Department Town of Southold Town Hall Southold, New York 11971 RE: Smart SMR of New York, Inc. d/b/a Nextel Communications Application for Building Permit Premises: 415 Elijahs Lane Cutchoaue/Mattituck, NY Dear Mr. Forrester: We are attorneys for Smart SMR of New York, Inc. d/b/a Nextel Communications. We enclose an Application for Building Permit together with two (2) sets of plans. After reviewing the Application, please advise us as to what the required filing fee is, and we will overnight our check to you in payment thereof. In this Application, Nextel proposes to affix to the already existing telecommunications monopole at the premises three (3) omnidirectional "whip" antennas each measuring 15.4 ' in length and 2 .5" in diameter. The antennas will be affixed in such a way as not to increase the height of the existing monopole. The proposal also includes the installation of a prefabricated enclosure and pad for related telecommunications equipment. Should you have any questions with regard to the foregoing or require anything further, please communicate with the undersigned. Thanking you in advance for your courtesies, we remain, Very truly yours, MUNLEY, MEADE, IELSEN & RE By: awrence . Re LCR:ew Enclosures 1'?.35033 THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE I BUREAU OF ELECTRICITY F88 JOHN STREET. NEW YORK, NEW YORK 10038 Date JUNE .10, 1993 Application No.on file 80826593193 N ^'79165 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant namedon the above application number in the premises of CELLULAR TBG. CO. , CIO RT. 25 AND ELIJAH LANE , EAST HATT'ITUCK, N.Y. n�—I ou'r inthefollowinglocaftE .Q,j.T5T-nt Ist Fl. ❑ 2nd Fl. Section Block Lot was examined on vi!�4K 11 7 5 J and found to be in compliance with the National Electrical Code. FIXTURE FIXTURES I RANGES ICOOKINGDECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS ECEPTACLES SWITCHES 6—CANDESCE Tj FLUORESCENT OTHER I AMT I K W. T. K.W. AMT KW. AMT K W. AMT. H P. 19 4 2 9 1. DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIALREC'PT TIMECLOCKS I BELL UNITHEATERS MULTI-OUTLET DIMMERS AMT K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G AMT AMP AMT AMPS TRANS. AMT R NO.ST FEET p SYSTEMS AMT. WATTS SERVICE DISCONNECT NO.OF S E R V 1 C E METER NO. CC GOND. A.W.G. A.W G. A.W G AMT. AMP. TYPE EQUIP. 1%RW 103W 3d 3W 3,e'AW PER % OF CC.CONO NO.OF HIAEG OF H4LEG NO.OF NEUTRALS OF NEURAL 1 200 CB 1 N 1 250 1 25@ OTHER APPARATUS: 200 AMP TRANSFER SWITCH-1 MOTION DECTECTOR-1 40 AMP POWER ARRESTOR-1 EXIT LIGHT-1 POWER PACK-1 MOTORS12 3 H. P. EANELBOARDS.2-1 CIR, 60 W. P.C. JR. ELECTRIC LiC. 42526 E 89 G MERRICK RD. AMITY HARBOR, NY, 11791 GENERAL MANAGER 1'.}. C V Per This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. NOV-30-98 02 : 13P abb-:iab - et i4 P. O1 Nov 24 UU U4 . 1Ep LONG ISLAND ELEC'T'RICAL INSPECTION SERVICE, INC. 670 MIDDLE COUNTY ROAD w ST.JAMES, NY 11760 Dwlr 11 /23/98 Atop"ien Ne..w rut 85969 lMildint romk He THIS C6WTMU;TUA7 an loml down,,iupeeler tondrcud on iugntan of,M wtiM.po r(nw of rlenr;rd iwrlefbuinn M,rriMd MIA+w and iwtrefnrrd by fbe epplMenr wend fort d,n w oppliWirim in the pamorwo of NEXTEL ELIJAH' S LANE SOUTHOLD in the forimi"t temliaa; 0 bktroolf 0 MR. a Tod rl U nnl!ate slaw! 108 BIaE 4 li w 11 ,2 IwRlu. When 09/340/98 0 joMdll,bo in ntrMlanet well the erweRr elfitien of N"tio+ol Eiraricef Code. Wore, d NMI oledli:et [j MU drlif! to nrepM etteptedoe'Jim,ofAppre.1'Aw all till neinpbrl+wbwt cond++inw,nelaw•leed,d.ad att q,big,fi !u q✓ipnuwl en in etonlblyd todoim 61%1 S PAwVtS tODeVa DEOS DYEtb DRAM !It!yp ,CCMACTb1 W two KID wt 407E ATP. Rif Rif t2R 911 11nAY1t ...... T111tf111 NA;AN 0.1!DRI .. Le IdM MDIM DIMMION DO "tw , KAIIq(DIpr.1Gi(A Inl Pnwe SUrtifE IIMFA IRAN90RMtA$ AMI AIV MK A111 Np. 1#t. !It AIA. Wt AMI oil AW Mr PVT 1101 AMI 1111 lot Rif IOdt MGM WRIER NEATER iI PYICI IRtO 1r ct iMtw [ItCI wp,of W1II DfKAwom ID tp Tai R1f Do ItT M4AI IVR AAPAtfoV NA![ rluy Y0.r1 P21 ami wnm Aw ❑ TDI ❑ 4R. C!t x11 �(----77 1 Lq •D ❑ mm b X mo(RAM"RA1111 Service Only Thr,make 4 fool RRsdPd r N NPp&Ill IMcwMMERdoMwiul olkxnlyWoo*rEDM'N wwn:wsw nml r+dmElnbmn odd" !J{pr!ft YIIOdMetOfo of KV10 Y+EI"u"ME!d a obtllEfaNlo. J.V. ELECTRIC 1wEbpor"WAN heopwun 407 CENTRAL AVENUE BETHPAGE, NY 11714 LICN4103-E K R WHrq•OPoQIHAL COPY • YELLOW•bKNrVAL COPY• PNR-A434WY COPY • GOUT•OITSE COpY Il .I i1=LD !;:SVECTION JID;,E (I COMMENTS SL1 b vl m � a 1 , 3 H i =OUNDATION ( 1st) . coo cy; FOUNDATION ( 2nd ) — o n z 0 ROUGH FRAME & -PLUMBING N m H 3 m • m INSULATION PER N . Y. STATE ENERGY CODE a r 4 . FINAL y tq . z ADDITIONAL COMMENTS : x 15; ? _ nnm m x � �Gqq . G H O 2 % x m a O m ro m BOARD OF HEALTH . . • . FORM N0, I , 3 SETS OF PLANS . . . . . . . . . . . . . . .. . . • . . �Qwti OF SO&H&6 SURVEY . . . . . . . . . . . . . . . . . . 1IIsIING DEPARTMENT CHECK . . . B TOWN HALL SEPTIC FORM . .. . . . . . . . . . . . . .. . . 6OU7dOLD, N.Y. 11971 r Wt: 765-1802 NOTIFY: ,t, -'t CALL . . . . . . Examlined...... i 19 0 MAIL TO: . . . . .. . . . . . . . . . . . . . . �/� ... a37o 7 Approved....... ........ 19 .V. Permit No. .......::.. i� . Disapproveda/c 661.................................. .............................:...... ................................................ /14 (Ruildi tor) APPLICATION F R BUILDING PERMIT Date July 13th 1997. , INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property most be drawn on the diagram which is part of this application. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the ]Building Inspector will issue a Building'Permit to the applicant. Such permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APFLICA ION IS Tl'sMff NAVE to the Building Department for the issuance of a Building Permit pursuant to the Building Zane Ordinance of the Town of Southold, Suffolk County, Nea York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or,alteraticos, or for removal or demo 'tion as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on promises and in building for necessary inspections. ,5HART SqQ o-f' Ke3rnC1 �. P ii ......:......... d'b1q T1CKW eohMN4JhdiCVl CMC ��( (Signature of app leant, or made, mf a corporation) One North Broadway 2nd Fl. White Plains, NY ..........................................I........ (Mailing address of applicant) 10601 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plinber or builder. Lessee ............ ..... ..... f o re............................................................ Name of saner of premises .. (as on the tax roll or latest deed) If apt* ant is a rnrpw7 ation, signature of duly authorized officer. &f corporate PS,(�t..�.'................:........ (Name and tifa- or corporate officer) Hiekael R `v1lkewrv%u-_ ?,rkiecl Hovtet�er Builders License No. ......................... Plumbers License No. ......................... Electricians License No. ...........-.e:...: .. Other Trade's License No. .................... 1. Location of land on which proposed work will be done.................................................... :....,..... 415,Elijah'S. Lane ......................................'..............:......J7A? �i1IG�.�C�4C�►Q�•i�,...... House Number Street Hamlet County Tax Map No. 1000 Section .108 ...... Block .4........ Subdivision ....... .O/.A......................... Filed Map No. ........��.... Lot ............:.. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: public Utility (Telecommunications) and accessory building a. orating use and occ,"Tcy . ...................... ...�...:.....::...::............ ........:........ 1. Public Utility (Telecommunications) and- accesorybuilding b. Intended use and occupancy ........................:......................................r.............. h y... ,...�.. .....sue.... E_. -.—..v.. ...� � �. _�. _..;�aJ ... .. l Kitni-it of vAiidi gul 3, Repair le anderectere ctoaplictd>le): Wt lltion I .......... Acklition ....ffix Alteration ..exis i Itep"P ......... Iksunl(Clon ;........,,, 04hor Work Affix antenna• to...... iup._. monol Yn communications shelter. C " (Description) 11. Lstinnted coal: .`!'.Tv�O �""',. lig ........ fee $3 .... (to lie paid on filing Lhis application) 5. if ckaelling, mubier of 44ellingilnnits VA....... tknbier of chaelling units nn earls floor ................ . Ifgarage, timber of cars ..... ................................ 6, if linabbeas, cannercial or mixed occupancy, specify nature six] extent of each type' of wise.Sae.Ruestd ou.R.. ik iC .... Dimensions 19 existing...:.. IcLu 8, If any: Front...,20'........ Bear ....�a........ depth ...9'Z............ 1 . llinher of Stories .................... 7 Dine�nslons of alonestructurewith alterations or acklitions: Front .,.WA....._ Rear ............... Depth ..................... lielgilt .................... Nniief of Stories ............... ggIq'i 1113it R. Diiiiensloos of entire new consCrtAction: Front ....'T.,H........ Rear ............... Depth .............. IletNut ..10.i...........I.......1, Nnhec of Stories p y 1' 11 9. Size of lot: Front ...,�7.T�.. i......... Rear ....�0�:.� ........ Depth .y.7-s: (2c), ........ 10. Nle of Airdiase ,.,:s<`�.l/.� f.lD..F...... Nave of Former (bier .V'.0'AAAA :............... il. Zone or use district in wliidi premises are aitsituated ..Lim....ited Business Distri ct.., 12, Doe's' proposed Construction violate any zoning law, ordinance or regulation-. ..Na................... 13, Will, lot be regraded Will Address YgS No II ��Ii ,,-- 14. Naives of Omer of vises .......!' � excess fill lie reunov9�ed }�NiN:tl?PWJy.N��a�l4uorre No. ............... ^�'' 1 premises;p Nano of Architect ..4�"Y ,Qt/{r, VCCi.,,.:......, kklrnsaQ, i4S$kIAA�..fa�k. Phone )In.FS16jp�y�98 Nam of conCracl:or ........... Nidress o""tlU,'� u Y 11 q .... lh*sproperty r rt within 300 feet of a tidal v .... 15. is prtrpe y � } aellarKl7 * YFS ,,........ ND ,�....... iF YI.S, s ItIvill) lam 11mi.,mes lfiRMfr NAY is RpfilliRliD, P1,0Y' DIAGRAM locate Clearly aril distinctly all lxiildings, wiielher existing or proposer,, and indicate all set-back dimensions fmia property lines. Give street acid block nnlrer or description'according to deer,, aux, sliow street nares and inclicare iduetlier interior or corner lot, SeePlan's " I SI'A'Ili (Ar ww Y(AW, awly (Ar .NAS$Av .............. Ii..,..., .........Ikw!ing duly brrn, depauses aixl says tint he is the applicani. (Nam of lixliviclirel signing contract) 'I alxrve nailed, Ika is the ....... Project,Manager.................................................. ((knitractor, ogenL, c rporate officer, etc.) .....,..."���•�������� of said ocnier or cmiers, and is duly a ilhnrized to perfooU or have jwl'onicil [lie said Work and to aGil(e and file Olin application; Lhal. all AaLamnta contained in Ibis app)licatlon are true 4o l.he lxlat Of Ills knowledge and lxellef; aux) ,hal Lie wrrk will be performed in 111O'Innniwer set forth in Ilie opplAcation filed Ilierewilli. swrira to before lie [ilia ...........30.....clay of�.J�/. ..'I....19 .1..., Nnl.ary public ��s •r.•i� ........ (Siguual:ue of ipl c[uil:) Notary P blit Sta a ajR QuallNO.5 8799884�ibr* CammisslOn e s% Cngntyy C, �plres May