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HomeMy WebLinkAboutSite Plan CONSTRUCTION DOCUMENTS FOR WIRELESS COMMUNICATIONS FACILITY: Vii:. .ti b �v. Voom" Ag }j nRIE 0 NT2 .. .... NT P I yx, .agf 7 ....... F, v! 40200 MAIN ROAD., ORIENT., NY 11957 A R, C H I T E C T S WFCPROJECT NO : 1 12.1 TECHNOLOGY DRIVE, SETAtJKET, NY 117.3.3 P. 631..689.84.50 1 F. 63'1.689.8459 1 W",W.w#caia.ro(-n SITE INFORMATION PROJECT CONTACTS DRAWING INDEX LATEST ISSUANCE �-' INITIAL ISSUANCE �' AP� REVISION NO. 8 DATE E. VERIZON WIRELESS SITE NAME: 'ORIENT POINT 2" APPLICANT: NEW YORK SMSA LIMITED PARTNERSHIP (914) 714-7371 DWG. NO. DRAWING TITLE 0/.F d/b/a VERIZON WIRELESS 4 CENTEROCK ROAD ARCHITECTURAL -� WEST NYACK, NY 10994 T-100.00 TITLE SHEET 3/3/2016 4 5/23/16 SITE TYPE/DESCRIPTION: WITHIN PROPOSED 20' CONCEALMENT POLE EXTENSION: -a' INSTALL (3) NEW ANTENNAS AND (6) DIPLEXERS. PROPERTY OWNER: M.G.H. ENTERPRISES, INC. (631) 323-2424 2, VA �J 40200 MAIN ROAD, ORIENT, NY 11957 AT GRADE: INSTALL NEW EQUIPMENT CABINETS, (3) NEW ROBERT HAASE SP-100.00 ARCHITECTURAL SITE PLAN 3/3/2016 4 5/23/16 �` N MAIN DISTRIBUTION BOXES, (12) NEW RRHs, (4) NEW GPS CONSULTANT: UNITS, (1) NEW IOKW DIESEL DC GENERATOR ATOP NEW A-100.00 EAST ELEVATION, ENLARGED EQUIPMENT PLAN ELEVATED STEEL DUNNAGE PLATFORM LEASING CONTACT: RYAN MAYBECK (914) 714-7371 3/3/2016 4 5/23/16 A-101.00 ANTENNA AND EQUIPMENT DETAILS AND ANTENNA PLUMBING DIAGRAM 3/3/2016 4 5/23/16 A-102.00 LIGHT SPECIFICATION 3/22/16 4 5/23/16 PROJECT LOCATION: 40200 MAIN ROAD CONSTRUCTION CONTACT: KENNY UHLL (631) 236-2108 ORIENT, NY 11957 TAX MAP INFO:: SECTION 15, BLOCK 9 AND LOT 8.1 ZONING DISTRICT: 1000 A/E (ENGINEER) CONTACT: NEIL A. MacDONALD,AIA, LEED AP (631) 689-8450 EXT.1 15 ZONING DESIGNATION: MARINE II NO. DATE SUBMISSION LATITUDE: 41.15294 (NAD 83) PSEG LONG ISLAND CONTACT: SUSAN BRUCE-FEINSOD (631) 348-6044 0 3/3/16 ISSUED FOR REVIEW1 3/29/16 REVISED PER ATTORNEY/VHB COMMENTS LONGITUDE: -72.24419 (NAD 83) 2 4/18/16 REVISED ELEVATION: 5' +/-AMSL (NGVD 29) 3 4/22/16 FOR FLING 4 5/23/16 ISSUED FOR FILING ZONING JURISDICTION TOWN OF SOUTHOLD VZW PROJECT CODE: 20141 122470 VZW LOCATION CODE: 311204 * CONTRACTOR SHALL COMPLY WITH THE NEW YORK ONE-CALL PROCEDURES BEFORE ANY EXCAVATION, DRILLING OR BORING. A " t 1) ALL CONTRACTORS MUST CALL 2 TO 10 WORKING DAYS PRIOR TO START OF VZW CELL#: - PROJECT AND RECORD THE SERIAL NUMBER AND LIST OF NOTIFIED UTILITY `Y ' '' ' - NO. DATE REVISION OPERATORS. KEY PLAN: 2) AFTER CALLING THE CALLERS MUST WAIT THE 3 WORKING DAYS AS DESCRIBED IN NYS CODE 753 AS AREA OF WORK TO GIVE ADEQUATE TIME TO THE NOTIFIED OPERATORS TO RESPOND. CEDAR HF RO"0 rRD N)4 3) ALL CONTRACTORS MUST PROVIDE AS MUCH INFORMATION ON THE WORKSITE AS POSSIBLE TO THE ONE CALL CENTER. - — Nr£2 ISLAND SLATE PARA COM1IMRSION 4) IT IS SUGGESTED WHEN WORKING ON AIRPORT PROPERTY THAT THE CALLER REQUEST A SITE MEETING `�""`R° """"""""' AS TO MAKE THE WORK LOCATION CLEAR TO ALL MARK-OUT CREWS. �) L [�, e 5) IF THE PROJECT IS TO EXTEND PAST 10 WORKING DAYS IT IS HIGHLY RECOMMENDED THAT THE TICKET 1 JUL 1 7 2018 _ BE UPDATED EVERY 10 WORKING DAYS IN ORDER TO MAINTAIN MAXIMUM PROTECTION OF THE - UNDERGROUND UTILITIES. Southold Town Planning Board ,EDNRED=ATE,, "W LOCATION MAP KEY MAP NOTES tt QUALITY ASSURANCE n Plum mlard R 4.rq hr<ima! ase C"tcr_ 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 ter €It Pilr�t F rr, �= damaged by the initial failure or the corrective repairs. G Plun-t*ind a C. All items of work identified on the drawings by name, note, or material designation are new, unless otherwise noted. V.s r ty Man I 0 :e•,8.f°€,*axtr^t s„;, t` 2 40200 Main Rd =b SAFETY & HEALTH PROVISIONS "ORIENT POINT 2" v 0200 Main Rd 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 Pr e+7>;n@3fi;,1„rg - work and other persons who may be affected thereby. The Contractor shall give notices and comply with applicable laws, ordinances, rules, regulations, and lawful orders of public authorities bearing on the safety of all persons and / or their protection from injury. The Contractor shall erect and maintain, as required by existing conditions and performance of the Contract, reasonable safeguards for safety and protection, including erecting temporary barriers, posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent sites, spaces, and utilities. 40200 MAIN ROAD B. All necessaryORIENT, W 11957 precautions shall be taken by the Contractor, throughout the course of the project, to ensure that: 1. Safe and proper ingress and egress from all project areas will be maintained. TITLE: rrJ 2. Fire protection and life safety components within the projects area will be properly maintained. �= 3. Structural integrity of the concealment pole will be maintained. Construction materials shall be spread out if placed on framed ceiling or roof members. Loads shall not TITLE SHEET exceed the design live load per square foot. Provide adequate shoring and or bracing where structure has not attained design strength. 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. DATE: MARCH 1„ 2016 5• project area security shall be maintained in order to prevent unauthorized entry to the premises and / or secured portions thereof. PROJECT NO: 14-10823 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 CHECKED BY: TM 7• There will be no accumulation of dirt and dust. The Contractor shall leave the area of work broom clean at the end of each day. SCALE: AS NOTED NORTH SCALE: I fr = 200' NORTH DRAWING NO: SITE LOCATION SITE LOCATIONQ P VMS SHEET NO: 1 OF 5 NOTES: 1. CONTRACTOR IS TO RESTORE ANY AREA WHICH IS AFFECTED BY THE FLOW WIRE FENCING WIRED OR LII II I II II INSTALLATION OF ANY ITEMS AND/OR EQUIPMENT WITHIN THIS SCOPE OF STAPLED TO POS WORK. (14-1/2 GA. 6"X6" MESH) II II II II II II ` ' ` BALES TO BE SET 2. CONTRACTOR TO PROVIDE SITE SPECIFIC SIGNAGE IN ACCORDANCE WITH L • STAKES (TYP.) ON GRADE VERIZON WIRELESS PROJECT TECHNICAL SPECIFICATIONS FOR SITE SIGNAGE. ~v:;>,::..::;;:;;:;;:;;:;:....;:;::;:;.;:<;:: BOTTOM OF DRAINAGE FILTER FABRIC (MIRAFI \ (SEE SECTION) SEE SECTION CHANNEL OR SLOPE 140N OR APPROVED ( ) ELEVATION c,\ r\G 3. ALL TRENCHES TO BE HAND EXCAVATED AND BACKFILLED TO ENSURE �• � � EQUAL) ATTACHED TO THAT EXISTING UNDERGROUND UTILITIES ARE NOT DISTURBED. MAKE ALL PVC WIRE FENCING, TIES WOOD JOINTS WATERTIGHT. TEST PRIOR TO BACKFILLING. " - FENCE TO BE ANGLED SPACED 24 C C, POST TOWARD SLOPE IN TOP AND MID SECTION z BUILDING WIRE OR 4. THE CONSTRUCTION AND PLACEMENT OF THE FACILITY WILL NOT PLAN DRAINAGE CHANNEL TWINE (TYP.) 2" X 2" STAKES ` INTERFERE WITH PUBLIC SAFETY COMMUNICATIONS AND THE USUAL AND POSTS (TYP.) I "o0 (TWO EACH BALE) CUSTOMARY TRANSMISSION OR RECEPTION OF RADIO, TELEVISION OR OTHER COMPACTED 114" x 18" x 36" COMMUNICATIONS SERVICES OR WITH ELECTRICAL TRANSMISSION LINES. I BACKFILL STRAW BALES \ 5. EXISTING TREES, LOW LYING VEGETATION, TRAILERS AND BOATS IN AREA S�OpF 6"X6" TRENC OF PROPOSED CONSTRUCTION TO BE CLEARED PRIOR TO START OF -I SLOPE RADE EXISTING OVERHEAD CONSTRUCTION. SILT FEN C� I-���-� - 'oo UTILITY LINES FROM 6. 1ALL PROPOSED LANDSCAPING SHALL BE PLANTED TO PROVIDE A R C H I T E C T S GRADEUTILITY POLE #35 CONTIGUOUS SCREENING TO THE NORTH AND WEST OF THE NEW EQUIPMENT All \ \\ BEYOND AREA. 1.2.1 TEC14NOLOGY DP,1)V~, SETAUKET, NY 11733 DRAINAGE CHANNEL I I1= - - i .._ " P. 631.689.8450: 1 F. 6.31.689,8459 1 v x" .wfcaia.com 6" PENETRATION INTO OR SLOPE COMPACTED BACKFILL IIHII; i' ss�� 7. LANDSCAPING TO BE KEPT IN GOOD/HEALTHY CONDITION AND SHALL BE GROUND(SEE SECTION) ELEVATION � /' �..\ REPLACED SHOULD ANY TREE(S) DIE AT ANY POINT DURING THE DURATION NOTE: PERIODIC MAINTENANCE IS REQUIRED AS NEEDED TO FENCE AND FABRIC TO CD %4 OF THE SITE BEING IN USE. REMOVE ACCUMULATED MATERIALS AND REPAIR FENCE. EXTEND INTO TRENCH HAY BALE DETAIL EROSION CONTROL MEASURES SILT FENCE DETAIL 4 / �r 3 SECTION SCALE: N.T.S. ` s, �� 1. DURING THE COURSE OF CONSTRUCTION, CERTAIN EROSION AND SCALE. N.T.S. /~' Us �y �O SEDIMENT CONTROL MEASURES MAY BECOME NECESSARY TO PREVENT THE >> ?�• \F TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS, WATER COURSES, / \� DRAINAGE INLETS, RECHARGE BASINS, WETLANDS, ETC. ACTUAL EROSION NOTE: DRAWINGS DEPICT THE INSTALLATION OF NEW VERIZON WIRELESS ANTENNAS, CABLES AND ETC. THAT SHALL BE MOUNTED WITHIN A / ® F CONTROL MEASURES WILL BE DICTATED BY FIELD CONDITIONS AS ,~ ' '?`�- .. i „v� PROPOSED 20' EXTENSION TO THE EXISTING CONCEALMENT POLE. A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY A NEW YORK STATE CONSTRUCTION PROGRESSES, BUT THE FOLLOWING GENERAL CONDITIONS C�,c LICENSED PROFESSIONAL ENGINEER (NOT WFC). SIGNED AND SEALED DOCUMENTATION FOR THIS WORK SHOULD BE FILED SEPARATELY AND /' �' SHALL BE OBSERVED: CONSULTANT: CONCURRENTLY WITH THESE DOCUMENTS. ALL SUCH WORK HAS BEEN PERFORMED BY OTHERS (NOT WFC). O PROPERTY LINE, TYP. / // A. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND /• ✓ REMAIN UNDISTURBED. WETLANDS DELINEATION SHOWN HEREON IS BASED UPON A SURVEY PREPARED BY: NYSDEC Freshwater Wetlands /' 0% B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO / MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME HAWKINS WEBB JAEGER PLLC, 560 WALT WHITMAN ROAD, MELVILLE, NY 11747, (631) / �o �• THAT AREAS ARE EXPOSED. 7, L AST DA ED NOVEMBER 15, 2014 PROJECT ON APRIL 60:2006 6009 ). URVEY AND EXISTINGSTORAGE ¢� /' / �j0 C. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE WETLAND MINIMIZED TO REDUCE RUNOFF VELOCITIES. BUILDING ���� \�cj\O / o'P� D. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. � O� / E. SEDIMENT SHALL BE TRAPPED ON THE SITE. \� G �� / / ' SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND 0 �� Q� U�\p�• 19�` g �o�`'� MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO "THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". (9 �� ,`P� �� i � �� S C NO. DATE SUBMISSION VERIZON WIRELESS ELECTRIC CONDUITS TRENCHED '� \,� �P -(�G/ + 6°' O ' 2. SEDIMENT BARRIERS (SILT FENCE, HAY BALES OR APPROVED EQUAL) PROPOSED �. Z_EXISTING e ` �� SHALL BE INSTALLED AS REQUIRED ALONG THE LIMITS OF DISTURBANCE 0 3/3/16 ISSUED FOR REVIEW METER UNDERGROUND DISCONNECT PROPOSED OSUPPORT RACOKNT01RELESS PROPOSEDVCTRICALERIZONl� �� �G�� p�O �G� 0�% i MARINA FOR THE DURATION OF THE WORK. NO SEDIMENT FROM THE SITE SHALL 1 3/29/16 REVISED PER ATTORNEY/VHB COMMENTS WIRELESS ELECTRIC PANEL MOUNTED OIN PROPOSED ELEVATED ¢ �GjV,` p�C% + ��0 // A / BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES, WETLANDS OR 2 4/18/16 REVISED EQUIPMENT PLATFORM w\�j ��� \�\"�� / oy ; �� ¢\. /// A' OCA, �o ; ROADS. 3 4/22/16 FOR FILING PROPOSED 14'-0" HIGH X 6'-0" WIDE EASTERN 169 /tK 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT 4 5/23/16 ISSUED FOR FILING ` sE / sc�' �C �� / '� / STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED. RED CEDARS AT 6'-0" O.C., TYP. OF (9) �I �, e s I 5� SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION � 6 c / SERVICE RECOMMENDATIONS. CLOSEST DISTANCE BETWEEN LIMITS OF ,• o s A CLEARING AND WETLANDS �Q m !® �ti 4. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE EXISTING +/ o o PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF SEDIMENT o i TRANSFORMER, METERA \K O �O BARRIERS, SEDIMENT TRAPS, ETC., AS REQUIRED. PROPOSED VERIZON WIRELESS EQUIPMENT �' �0's AND DISCONNECT / rnb CABINETS MOUNTED ON NEW ELEVATED \ o 5. PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE GALVANIZED STEEL PLATFORM. SEE 11A-100.00 / s ���• a, �` ��o -t�' / PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR FOR MORE INFORMATION !' M 01� ' EXISTING RESTAURANT AND :� PROLONGED STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE NOT NO. DATE REVISION Sx MARINE FUELING STATION . / LIMITED TO, CLEANING OF SEDIMENT BASINS AND TRAPS, CLEANING OR ! T o /+ REPAIR OF SEDIMENT BARRIERS, CLEANING AND REPAIR OF BERMS AND KEY PLAN: / i ��'� '� DIVERSIONS, AND CLEANING AND REPAIR OF INLET PROTECTION. AREA OF WORK EXISTING OF COMPATIBLE / ��-y � �. v �599,�G `,yd �� CONCEALMENT POLE WITH PROPOSED / / �g .410.10 mo '�'y + �(l 6. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING 20'-0" EXTENSION / / ti / �• ' / CONSTRUCTION. i � rye' �Fo� c / / ��� A �� / + 7. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO - -�� �;' o FACILITY NOTES PD°"CWSDA"DSTATFPATE 0U M6S ON PREVENT SOIL AND LOOSE DEBRIS FORM BEING TRACKED ONTO LOCAL "W""`"`"`"""TEP 6'. ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE E A) PROPOSED FEATURES ARE LABELED AS SUCH; ALL ELSE EXISTING OR SITE IS PERMANENTLY STABILIZED. v / PROPOSED BY OTHERS. 0•�� s SF-G� + B) THE PROPOSED PUBLIC UTILITY WIRELESS COMMUNICATIONS FACILITY IS 8• SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL / FC, i/e s. �P UNMANNED AND WILL BE VISITED APPROXIMATELY ONCE A MONTH FOR REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY G p LINE ( -- -- - ) I� MAINTENANCE PURPOSES; THEREFORE IT IS NOT ANTICIPATED TO STABILIZED, AFTER PERMANENT STABILIZATION, PAVED AREAS SHALL BE O �� �►.Q �Q REPRESENTS LIMITS OF �pq /+ GENERATE ADDITIONAL NOISE, FUMES, VIBRATIONS, DUST, ODORS OR CLEANED AND DRAINAGE SYSTEMS CLEANED AND FLUSHED AS NECESSARY. "�°NRF°TTATFS°°�"DMF� �I.DM 19 DFAf TYM0PEFt O� \,P` CLEARING, GRADING AND �.� TRAFFIC. 9. CONSTRUCTION ACTIVITY POLLUTION PREVENTION NOTE: + �/�60'01.-9" EXISTING app fiG� GROUND DISTURBANCE C NO ADDITIONAL PARKING IS REQUIRED FOR THE PROPOSED USE, AS THIS EROSION AND SEDIMENTATION CONTROL PLAN SHALL CONFORM TO THE R140,-0� ` MARINA Q� // + � IS AN UNMANNED SITE. EROSION AND SEDIMENTATION REQUIREMENTS OF THE NYSDEC SPDES 7• �� r o/ ACTIVITY. / D) NO SOLID OR LIQUID WASTE WILL BE PRODUCED BY THE PROPOSED GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION r !`�� � USE, AS THIS IS AN UNMANNED SITE. r OQ 10. THE CONTRACTOR SHALL USE HAY BALES, SILT FENCE OR OTHER GOQ� E) NO WATER OR SEWAGE FACILITIES ARE REQUIRED FOR THE PROPOSED APPROPRIATE MEANS TO PREVENT SEDIMENT AND DEBRIS FROM WASHING I %p NYSDEC i al Wetlan r r + �p k USE. INTO DRAINAGE INLETS. EROSION CONTROL MEASURES SHALL BE IN tp I r / �; F) THERE WILL BE NO COMMERCIAL OR RETAIL SIGNS THE PROPOSED SITE. ACCORDANCE WITH THE NEW YORK STATE GUIDELINES FOR URBAN EROSION I O �j r / / C: G\ AND SEDIMENT CONTROL. r / + !�Q' G) FIRE PROTECTION AND SECURITY PROVISIONS WILL INCLUDE REMOTE 13 MONITORING OF THE SUBJECT SITE. 11. ALL TOPSOIL TO BE PLACED MUST BE PROVIDED BY CONTRACTOR. / + J� H) THE CONSTRUCTION OF THIS FACILITY SHALL ALSO BE IN COMPLIANCE 12. TAKE MEASURES TO PREVENT POLLUTING AIR WITH DUST AND �y °� • . �, N / \� WITH CHAPTER 27 OF THE BUILDING CODE OF PROPOSED YORK STATE // C\I AND NFPA 70, FOR ELECTRICAL WORK AND GROUNDING. PARTICULATE MATTER A/ \ •y�,� \ io o. / F p¢P + 1Q�� 13. ALL SLOPES GREATER THAN 1:3 SHALL RECEIVE EROSION CONTROL / STABILIZATION FABRIC. REFER TO GRADING AND DRAINAGE PLAN AND f° ao LANDSCAPE PLAN FOR ADDITIONAL INFORMATION ^ �' �* cLR`L / + PROPOSED 14'-0" HIGH X 6'-0" "ORIENT POINT 2" WIDE EASTERN RED CEDARS AT '•� /' � �O, , + 6'-0O.C.. D � STORM WATER RUN-OFF MANAGEMENT PLAN ,qF 2 Fc,p / NOTE: u L JUL 1 7 2013 1. ALL STORM WATER RUN-OFF GENERATED BY THE PROPOSED ,Q / SHRUBS SHALL BE SET PLUMB. REMOVE TWINE A-100 Q /-I- � FROM AROUND TOP OF ROOT BALL LEAVE DEVELOPMENT SHALL BE CONTAINED WITHIN THE PERIMETER OF THE 4" DEEP Southold Town PROPOSED CONSTRUCTION. 1 �y� \ v� // SHREDDED WOOD BURLAP IN PLACE, ROLL BACK 1/3 OF BURLAP Planning Board 40200 MAIN ROAD / Ja 1� 0 /+ CHIP MULCH (REMOVE, UNLESS BIODEGRADABLE.) 2. ALL CONSTRUCTION ON SITE SHALL BE PROTECTED BY HAY BALE AND ORIENT, NY 11957 EXISTING BOAT " SILT FENCING PURSUANT TO THE MINIMUM REQUIREMENTS OF THE NY STATE STORM WATER DESIGN MANUAL. THESE FEATURES SHALL REMAIN IN + LAUNCH RAMP ON ALL SIDES 6" SOIL SAUCERNOTEPLACE UNTIL THE CONSTRUCTION SITE HAS BEEN PERMANENTLY STABILIZED 348.41 0 INFORMATION SHOWN HEREON IS BASED UPON A SURVEY PREPARED BY: TO PREVENT EROSION. TITLE: Of HAWKINS WEBB JAEGER PLLC, 560 WALT WHITMAN ROAD, MELVILLE, NY 11747, 000 + (631) 732-7777, (DATED NOVEMBER 15, 2014 PROJECT NO: 06-0099) 3. ALL WORK MUST CONFORM TO FEMA FLOOD ZONE REQUIREMENTS. 0 ARCHITECTURAL SITE PLAN IVYSDEC / �'O BULKHEAD N\ Tidal wet�andS + � '• • ', /�\/ ZONING TABLE LATITUDE: 41.15294 (NAD 83) `OR \/ / LONGITUDE: -72.24419 (NAD 83) S39.44'40 \\ DATE: MARCH 1„ 2016 EXISTING BAY FINISHED / , . //// BULK ZONING REQUIREMENTS 280-56 FOR MARINE II ZONING DISTRICT ELEVATION: 5' +/-AMSL (NGVD 29) PROJECT NO: 14-10823 q pN S ENTRANCE GRADE REQUIRED PROPOSED TAX MAP INFO:: SECTION 15, BLOCK 9 AND LOT 8.1 DRAWN BY: JG R �/i / . . . ' . � . . EXISTING SHORELINE ROLL BACK /� /�\��\/ §280-56 MAXIMUM HEIGHT: 35'/2 STORIES 20' (89' TOTAL MONOPOLE) ZONING DISTRICT: 1000 CHECKED BY: TM BURLAP 1/3 / ��//��/��/��/��/�� /��/��//�� " ZONING DESIGNATION: MARINE II SCALE: AS NOTED \/j\/ §280-56 MINIMUM FRONT YARD: 35 694'-7- (COMPOUND) DRAWING NO: LEG §280-56 MINIMUM REAR YARD: 25' 197'-8" (COMPOUND) 0' 20' 40' 80' -A-A- ANTENNA CABLE BACKFILL TOPSOIL T T TELCO CONDUIT MIXTURE WITH1131 ARCHITECTURAL SITE PLAN E E 1 =40 -0 ELECTRIC CONDUIT TREE PLANTING DETAIL 0-20-0 §280-56 MINIMUM SIDE YARDS: 25 7 -3 (COMPOUND) 1 _ 2 FERTILIZER AT §280-56 AGGREGATE SIDE YARDS: 50' 250'-1 1" (COMPOUND) SHEET NO: SCALE = 1 " = 40'-0" T/E T/E- TELCO & ELECTRIC CONDUIT SCALE = N.T.S. THE RATE OF 5 NORTH LBS. PER YARD 2 OF 5 S}'1. u- PROPOSED VERIZON WIRELESS ICE BRIDGE WITH (12) PROPOSED NOTE: DRAWINGS DEPICT THE INSTALLATION OF NEW VERIZON WIRELESS ANTENNAS, CABLES AND ETC. THAT SHALL BE MOUNTED WITHIN A PROPOSED 20' EXTENSION LEASE 7/8"� ANTENNA CABLES A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY A NEW YORK STATE LICENSED PROFESSIONAL ENGINEER (NOT WFC). SIGNED DASHED LINE REPRESENTS PROPOSED VERIZON WIRELESS 9 JLfl TO THE EXISTING CONCEALMENT POLE. (3) PROPOSED VERIZON WIRELESS MAIN DISTRIBUTION BOXES DOCUMENTATION FOR THIS WORK SHOULD BE FILED SEPARATELY AND CONCURRENTLY WITH THESE DOCUMENTS. ALL SUCH WORK HAS BEEN PERFORMED WEATHER CANOPY ABOVE AND SEALED MOUNTED TO PROPOSED UNISTRUT FRAME BY OTHERS NOT WFC . _:>� >� `•"> >'''<<: PROPOSED VERIZON WIRELESS EQUIPMENT CABINETS ATOP (12) PROPOSED VERIZON WIRELESS RRH UNITS (STACKED) PROPOSED 292.5 S.F. STEEL DUNNAGE EQUIPMENT PLATFORM MOUNTED TO PROPOSED UNISTRUT FRAME WITH PROPOSED WEATHER CANOPY ABOVE GENERAL NOTES PROPOSED VERIZON WIRELESS 1OKW DIESEL DC GENERATOR WITH `•:««.: <<: .:>.:.:_<;<: t s' ANTENNA MANUFACTURER: AMPHENOL GPS MANUFACTURER: PCTEL MODEL NO.: CWWX063X25G00 MODEL NO.: GPS-TMG-HR-26N Plumbing Diagram: Antenna Notes: MANUFACTURER: ALU REMOTE RADIO HEAD (RRH) WEIGHT: 0.6 LBS ANTENNA NOTES: MODEL NUMBER: B4 RRH2x60-4R RRH (AWS) ti111 WEIGHT: 55.0 LEIS ;M ' 4- 1 le ek' - uar lexer Electrical/ 3.2 „ » Antenna Variable Mechanical Antenna 12.0 7.1 ALPHA, BETA, AND GAMMA `-'�`- Antenna Model Quantity Azimuth Downtilt Downtilt Weight Cables �. _ 700f850-PCS/AWS 850 - Cellular N/A x : :: �, sg PCS EVDO N �'� ::3:::•'::f+iii moi:}:i:'::k' ":::::. ". Alpha 700 - LTE CWWX063X25G00 1 60 6 0 41 (4) 7/8" AWS - LTE SAME AS LTE 3 0 w: PCS - LTE SAME AS LTE 0 0 J--" 850 Cellular N/A i „. 0 o - MOUNTING AlPCS - EVDO N/A BRACKET ....s. v$ x Beta 700 - LTE CWWX063X25G00 1 240 2 0 41 (4) 7/8" <. AWS - LTE SAME AS LTE 0 0 0 A R C H I T E C T S GPS UNIT ``�, �. 8 x �® .R a. W PCS - LTE SAME AS LTE 0 0 cO :£ 12 1 TECHNOLOGY DRI'V'E, SETAUItET, NY 12733 850 - Cellular N/A 1 1 z Y. 631.689.8450 1 F. 6.31.059,84.59 1 vAw^v.wfccaia.coni PCS - EVDO N/A Gamma 700 - LTE CWWX063X25G00 1 350 6 0 41 (4) 7/8 ; -- } l AWS - LTE SAME AS LTE 3 0 FRONT VIEW SIDE VIEW TOP VIEW Ac;00 l PCS - LTE SAME AS LTE 0 0 I NOTES: REAR VIEW 01n-sxEn DIPLEXUR 1. ALL INDICATIONS OF NORTH ARE FOR REFERENCE ONLY. CONTRACTOR TO VERIFY IN FIELD TRUE NORTH PRIOR TO MANUFACTURER: ALU REMOTE RADIO HEAD (RRH) 1 / 7AC8T�P, TA�C88f'A I MODEL NUMBER: B13 RRH4x30-4R (700/LTE) l SECTOR ANTENNA INSTALLATION. WEIGHT: 55.6 LBS i 2. PROVIDE DOWNTILT AND MOUNTING BRACKETS FOR MOUNTING UP TO A 3-1/2" O.D. GALV. STEEL PIPE. THE E : MODEL NUMBERS FOR THE RESPECTIVE ANTENNAS EMPLOYED ON THIS PROJECT ARE #MKS09TO1. 7.5" CONSULTANT: -��'- •;�<:"">!'�°'`:io�-moi:::>c:;:„�'•::': 3. INSTALL GPS UNITS AS INDICATED. ANTENNA MOUNTING HARDWARE AS RECOMMENDED BY MANUF. VERIFY EXACT oox MOUNTING LOCATIONS WITH V E R IZO N WIRELESS RF ENGINEER. oFER i 4. ADHERE TO MANUFACTURES MINIMUM BENDING RADIUS AND RECOMMENDATIONS FOR ANTENNA CABLE n3F=3.=° I INSTALLATION (TYPICAL FOR ALL ANTENNA CABLES). ���� o ' BRACKET MOUNTING EA Cr ?i re Cal EXER R 7AC8DA 7ACI13PA PA ' ` i 5. PATCH, REPAIR AND RESTORE ANY AREA WHICH IS AFFECTED BY INSTALLATION OF ANY ITEMS WITHIN THE SCOPEoo 0 0.0 0 0 o fl..ou;;os:::,,.��:v"°_i;>ii;•y:::.?..,:>:wi.:. .:%': ': ' I OF WORK WITH NEW MATERIALS TO MATCH ALIGN AND BE CONTIGUOUS WITH EXISTING SURROUNDING SURFACES. oo a ' _ OOOOD ODOOOOOODDOOOOOOODO ` ,�,� ;��: :„ o o e e o •3'^�h':.M�a,:•p;::AV::::i....k% 6. ALL CABLE LENGTHS MUST BE V.I.F. TAG BOTH ENDS OF ALL TRANSMISSION LINES WITH BRASS TAGS DENOTING � e o OODDDDDuDDDDDDDDDD�DDDDDDDD000 : ::«�:. : - , KEN ....,...., COLOR CODE AND SECTOR FRONT VIEW SIDE VIEW I . ���� o ooD0000DOD000D000000000D000oo0 :::... .< :..,,i .:::... w --� I 7. ALL EXISTING CABLES TO REMAIN. 11.8 X Atr►S RR l 8. CABLE DIAMETER TOP VIEW 't'� ��� F,0I d t FRONT VIEW SIDE VIEW ISOMETRIC RENDERING NO. DATE SUBMISSION 1E_ 2.0" LJr.,°i I`U°.ids f�;�s"Hi9'e': �oSECTORS - 7/8" DIA. CABLE (UP TO 1001) 0 3/3/16 ISSUED FOR REVIEW �'' B SECTORS - 11/4" DIA. CABLE (UP TO 200') .63 LBS/FT. 1 3/29/16 REVISED PER ATTORNEY/VHB COMMENTS SECTORS - 15/8" DIA. CABLE (201' OR GREATER) .70 LBS/FT. MANUFACTURER: ALU REMOTE RADIO HEAD (RRH) PCs �tiSIS MODEL NUMBER: B25 RRH4x30-4R (PCS) 2 4/18/16 REVISED F tAF i-RAra WEIGHT: 53.0 LBS 3 4/22/16 FOR FILING TOP VIEW � •. .:.- � I: ,'� 4 5/23/16 ISSUED FOR FILING 12.0" 7.2" mZz -«d. *_" E ZZ SECTOR SECTOR 850 LTE-C LTE-A PCS AWS GPS o o o w ALPHA WHITE GRAY RED ORANGE PURPLE YELLOW BROWN o e o o e BETA BLUE GRAY RED ORANGE PURPLE YELLOW000 o MOUNTING ' GAMMA GREEN GRAY RED ORANGE PURPLE YELLOW N o 0 o BRACKET ;tl"" r 000e e e Y"j , N ANTENNA DETAILS • ODDDDODDDOODDOOOOOOOODDDO • : ~ - a NO. DATE REVISION 1V-01" / In to 0 0�I � e 000000DDOD0000DI000D0000DDOD000 `V =�" � ` I SCALE = 3 4/, = 1 -0 e000 o a , . o o e o ooD0000000000D0000D00D DDODoo KEY PLAN: 12.0 L AREA OF WORK " FRONT VIEW SIDE VIEW TOP VIEW ISOMETRIC RENDERING C®AR BRW ROAp PV qp EO, .. A A 82201 - C - - - - - - - :ya �. a' S tj Y O ,� T4 NIFLONR ISLANO ST.TF PAR{;CCMM6SION INSTALLATION FOOTPRINT , - ' 10 W Diesel D Generator RRH DETAILS riw s INS. 'a') � I SCALE = 1 ,. = 1 /-0/' 6 Engine Specifications (cont.) The most efficient Power Solution for Telecom Backup using Diesel MANUFACTURER: RAYCAP Ratio s kW continuous 10 kW NTUNR O�.NM�T UMBO ACdITY PROPE0.M 9 (continuous) MODEL NUMBER: RxxDC-3315-PF-48 WEIGHT: 21.4 LBS (SYSTEM), 26.9 LBS (TOTAL) Description Output DC voltage 24-600 The Polar solution was engineered to meet the unique Combining our lightweight 8220 alternator with the 15.73" 10.25" Q Isuzu Engine 3CA1 1 power quality and monitoring requirements of the tele- heavy duty Isuzu 3CA1 water cooled engine delivers Uj communications industry. Our DC generator solutions a perfect DC power solution. It offers significant advan- Cylinders 3 in-line 15.73" REAR SERVICE ACCESS N have become the preferred choice for installations with tages over other manufacturers' DC generators and AC / small AC loads. Since 1994 Polar Power Inc. has been generators with battery chargers. Cylinder Volume .9 liters / the leader in DC power and cooling solutions,FRONT The Isuzu model 3CA1 is manufactured by Yanmar and Weight(dry) 119 kg (260 lbs) 00 - O is identical to their model 3TNV70. of - N m F-71 • Maximum output is 10 kW Coolant (0a ® Coolant Capacity Q N o � � �n • DC output (+24 or -4$} The Isuzu 3CA1 engine can provide between 10,000 to nrl N ° O � //, 16,000 hours of operational life depending on the qual- Oil Capacity 2.8 liters O m A U -- • Variable speed ity of maintenance. The service life of the controller, wire harness, and alternator is well over 100,000 hours. Operating Temperature -�40C°to 72°C • Generator service life 20+ years � P g P (AmbientfCompartment) • Very fuel efficient The enclosure is constructed with aluminum and stain- BOTTOM VIEW • co • Operating range p g s -40*C to +65'C less steel fastners, then powder coated. We feature Fuel Consumption 260 g/kWhr (calculated) FRONT VIEW SIDE VIEW "ORIENT POINT 2" sound attenuation. ELECTRICAL 18.00 MIN • Quiet Emmisions Certification Tier g Our exclusive Supra Digital Controller features fully au- 0 MIN PENETRATION SERVICE • Compact tomatic voltage and current sensing, protective engine FRONT p AREA ACCESS Dimensions Length: 559mm[22.in] • 72 hour backup shutdown, exercise schedule, remote monitoring, and Width: 454mm [17.9in] o control. Extensive alarm options are available. Height: 576mm[22.7in) O 40200 MAN ROAD Q_ BOTTOM ����� �w The automatic voltage and current regulation optimally powers radio equipment and recharges batteries with- • ORIENT, NY 11957 MAIN DISTRIBUTION BOX DETAILS 33.25 k out overloading the generator or overcharging the bat- 1 tery. MOUNTING 0 " ' " BRACKET TITLE: w 204 L(54 gallon) double wall UL listed fuel tank. SCALE = 1 = 1 -0 ANTENNA AND EQUIPMENT DETAILS, G� o ; i2"' Very light weight and compact facilitating installation, AND ANTENNA PLUMBING DIAGRAM - --- ------' '- 1.i - r especially at sites with restrictive space and weight lim CROSSBAND COUPLER MANUFACTURER: RFS 777 MODEL: FD9R6004 1 C-3L itations. / Z l WEIGHT: 2.6LBS DATE: MARCH 1„ 2016 CO 32.00 -t A supercapacitor replaces the starting battery for high 5 8„ 1.5 GALV. STEEL MOUNTING PIPE ;:-.. reliability. PROJECT NO: 14-10823 (2) GALV. STEEL PIPE CLAMPS DRAWN BY: „ ETL listed per UL 2200 by Interek Testing Labs. JG 56.2 � i .��• - `$ ., %r) CHECKED BY: TM Visit our web site for prime power, lithium-ion batteries 32" --_._........_..-50"___-- SCALE: AS NOTED and solar hybrid systems. _...._ ..... .......... _........... _.._..._..._......_...__..__..__..._..._.................... ..._._._ ...._.. ._ _._. .. .. .. .._... .._.....- - -._...._......__........__......__.._..__.._.__.....---..__..._.._...----------_____--_-_...-------"---------" DRAWING NO. Polar Po\ver Inc. www.polarpower.com Polar Power www.polarpowerinc I, FRONT VIEW SIDE VIEW 249 E.Gardena Blvd 22524 Avalon Blvd u rl)�70 { Gardena,(310,CA 830-91 a USA Tel:(3Carson,CA 90745 USA DIPLEXER DETAILS JUL 1 7 2018 GENERATOR INFO Sales{316)931p-9153 Fal:( 10)830-9153 �ales@polarpove37nc.corrs Fax:(3103)83©-9825 5 2 SCALE = 1 = 1 /-� A 0 Southold Tom SHEET NO: 4 OF 5 SCALE = 1 = 1 -0 Planning Board wt v tti r�,,rpo�fgt�ppr{ °�°` +�a7f�,g6g ';:b��:\?:::`.::::>•:::::r:;::::222: �3� :::'�• BOULLE 8 2X1alµi6�G.VB RAB . i2.KKKKKK?;K:LE;:•>%r:>K.»y;a• ..................... .. ............... ....................................... .. .......................................... .......................................................................................................... 4.:: '�:..•...•:..'�� ... :is ti'K?t•>' ::.#iii::i:i:ii:'.,':'::.irr�::.i}}:.i'::i::i:::]Y,:;::::ti:iry�: prtY eC : Type: 44C• �. x 4 �4'\v tiff ` ; i iiY' r 4 � PYr3i7areC.By: L.Ya4e. �"44i>:»>:;.cc•>:>:: : ;;its'.: : + : D'-fsfe into LED Info TIfF i;r:n,,twdC urrar.i IAra:fs: 124W .20 : 0.2'2irt ;Aor'. rrf,: 4fXKjK*(Netstrz;:) NIA C;:Ior Ar,-;s rscy: E4 CRI , 2400, N,A L70Lifi!;pq viU.K)00 <rv: N rA I.f)mEr:r> w A. R C 14 I T E C T S Input V-'i s: 1t:'1V Eff:c'=a-' ti4 LP;IV Two wl:t:stahla 12s;f LED rtrsod"agtl:ts.E fi.ale:it to. 7 5i, B )_, Effi ie ucy: .q 3o rraks it runiita flc .t>. 1.2.1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 P.�ic:c}.ns:t'txf:c dit%itsirr,f »3 u7::r..szce Eig:t:5:t:,of u,'ifnrtit rslA. '. Slack 'Psuigh#:6.316S ` .. I . 631.689.845t_ j F. 6.31.689.84.5. wwv.wfc.ataxoni ..................... ......................................................................................: , ........................................................................................................................................................:. Technical Specifications �isfirf c € ctrit�.. UL Listing- Driver, �� ;terFdich;ant•1::aFtrf,SEIiCfr:2 gash,?;1s / der !. '✓, i4titab;e kr-r'wt if;cy?:ors I>tttoua:lvs#rr?e rxw:r,)t1;rvf:r w4h 12"N Mnia.ah IESNA UA-11i)i%Lei-60'fi;sdirr Cnnsfraction C :y'r:er:diyrtiip.,t,r^ aP:,.cf+;Oi.rin;) RAE3 LEC fuming Las aauo bcon tos•ed by 2r ».,..._......---,.....................,..,....,,,,,»..,.,»...,,.,»,..,..... are towit:.:ated fca riE1jP„durabif::y Gr+C l,,n, E«„t.rg lrrdeper c_-r•t€�L%ra'vo f;r:sr_:roracr;c.«with IF-$NALM- Tl•EE23"nial Management: 19r.9r,:a cror? : r:o VC C a',r?r}4c it2a��r•: r�E.. 3 and i?,9-00,of we<.l<:vc.{'•E:;:f i me eived t#t£ \ ,✓ ..> n' ' ' �' c;; ,,,�•. Green Technology; � t,r'to t:ra d;*f:if with 2t tz:rr:e2E Aif-F!C><e 9y% ! )adn erE w Tref >ET gi"L,I,)�uirtg r=zr:is'lai)o-ti iHousing; P. . P ,r.. mptic,nt.. - LED Charactoristicu r 1 t E e tP 7 a , t�t ................................................................................... as shfr; .. .Lt....l,,. .o1 CONSULTANT P'or^:ar,� U"t r= �w7 riul-ES co �,.l�;cster pYf`"JdP:'C t f7:1K'i f'r.: ^fit'•r: .t>Y, ' ) jt?2-t'-:28r.n:Urf:EflUffi#:'•Ifgir:g.:ena I vr:-1Fj£irt:)rff3Uf1#,Irl;; Ur wxl';Wavy LEDs; pate Other Pd:iiiE t:�, E'uit#:cs:.t:il:.tt,8�tc�-tare E.E:i'Is ............................... 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Fust:,26(ml In f':.T f.v.,a o y sr pra--iod d F }t£u�;rr(1:1:1f1?iYt()arra vsith'Q',rlf;tg vval and Co€orUniforfnity: ;>FFcit112sr>S?ffsE crc::va Worran y: E�tS{'s'r rzmv of CCT tC%orr::iatf RAB wcir#aw:;,U:at.ru_r LEE)ptnduc•[s Wilt he:Yes ffr_x:; foilawe,the,guEceEines of,hr.Arnwi^rr.?Lnt:vr• f,4A,sts,:r.r a°^ia:s,nd work.aa-IC0 i;a ror a pv toe c.f -$Wrdard tw SpeO.':w1ior)s for tats C:hrorrWici'y n? flue 1 yei>rs torr+ther3 r� >, ry o._c•UWh:e to the end us•er. Sr,•1Kd Eit<Fc E::g1 Fing(,S 31.) 'radllcts;fifti5i S:T3.:i7'% Including crr✓i:rar4,of I!g.hA C,il4rtf11,mi1c.•.,r S'taabilitr,Wver 21,11. perlbrr•��srf_O ar:f,Rx?bre finest:. ...............................::....::::::::.::::::::::...::::::::..... .. ' NO. DATE SUBMISSION 0 3/3/16 ISSUED FOR REVIEW 1 3/29/16 REVISED PER ATTORNEY/VHB COMMENTS 2 4/18/16 REVISED 3 4/22/16 FOR FILING 4 5/23/16 ISSUED FOR FILING Ni(:f:i^ ......, :.Ei:te''isl;t,^,�f,:,. :4ti<3 C.>i:<. Su,#c^$i�ra3,t)f€S':...,'frr':`tJ£:K'FiY.C>'!'S.?,rJi.P3f.`'<tiC>•f3.v}:f'r; r,it3�'1 of ;:::}T•l:�r,)'Y F:%[;'i;;?,.'w i::}h7:rij.i i�i1 r(ira:r4.;;...,.-):',:?:f ";�i:F::.`�:}r:,'9;`;G!tlrirl5.a..:ga7,:prd f.)s`:):^:�::".)f e�:y;....,,i:IQ'r�r�rr'r,rd;t;;�a NO. DATE REVISION KEY PLAN: g y®�, gg� AREA OF WORK DLLET2 12ND fRAE3 ®An R,xw ROAo IPVT Pn eon Dimensions Features 14.1/2" TWo'a"1jucE,3bic 121Rr LFF)1-oo d ghL3 N?LONC ISLAND SLATE PARK CQAMISSION f{ri¢NT REACH SLATE PARKI 368 mm ':•:qu:rel rli to WSW 8R30!ha:oc,0r*e1,Ja 1:00-c!s 41/2” � E: — Mticroprisma5c drtif:sMon lens optimizes light output n thrr tg:am 4 --114 €trrr3-- a tgg,:3�J-hre-tr•!.E_L5 E.E`t?•�tp�t s rJ R� 1S2 mm r � n�unrtEnsrAresrovERNMPNT ca.rM Is.ANu rAcaiTi�rxr�rERI n 6 3/4-�� 1/ i/ m: CONSTRUCTION DOCUMENTS FOR WIRELESS COMMUNICATIONS FACILITY. P"""" I E N T P INT I- 0 2 ;z" a +.3 pUJ 40200 MAIN ROAD, ORIENT., NY 11957 -a e � A R C H I T E C T S WFC PROJECT N 14- 10823 12-1 TECHNOLOGY DRIVE, SETALJKE 1_, NY 1 17 3 3 P. 631.689.8450 ( F, 631.689.8459 J w-ww.wtC.1ia.CuIll PROJECT CONTACTS DRAWING INDEX SITE INFORMATION INITIAL ISSUANCE LATEST ISSUANCE REVISION NO. 8, DATE VERIZON WIRELESS SITE NAME: "ORIENT POINT 2" APPLICANT: NEW YORK SMSA LIMITED PARTNERSHIP (914) 714-7371 DWG. NO. DRAWING TITLE d/b/a VERIZON WIRELESS 4 CENTEROCK ROAD ARCHITECTURAL WEST NYACK, NY 10994 SITE TYPE/DESCRIPTION: WITHIN PROPOSED 20' CONCEALMENT POLE EXTENSION: T-100.00 TITLE SHEET 3/3/2016 4 5/23/16 M.G.H. ENTERPRISES INC. 631 E�' INSTALL (3) NEW ANTENNAS AND (6) DIPLEXERS. PROPERTY OWNER: 40200 MAIN ROAD, ORIENT, NY 11957 ( ) \��323-2424 OF'---- AT GRADE: INSTALL NEW EQUIPMENT CABINETS, (3) NEW ROBERT HAASE SP-100.00 ARCHITECTURAL SITE PLAN 3/3/2016 4 5/23/16 CONSULTANT: MAIN DISTRIBUTION BOXES, (12) NEW RRHs, (4) NEW GPS UNITS, (1) NEW IOKW DIESEL DC GENERATOR ATOP NEW LEASING CONTACT: RYAN MAYBECK (914) 714-7371 A-100.00 EAST ELEVATION, ENLARGED EQUIPMENT PLAN 3/3/2016 4 5/23/16 ELEVATED STEEL DUNNAGE PLATFORM A-101.00 ANTENNA AND EQUIPMENT DETAILS AND ANTENNA PLUMBING DIAGRAM 3/3/2016 4 5/23/16 A-102.00 LIGHT SPECIFICATION 3/22/16 4 5/23/16 PROJECT LOCATION: 40200 MAIN ROAD CONSTRUCTION CONTACT: KENNY UHLL (631) 236-2108 ORIENT, NY 11957 TAX MAP INFO:: SECTION 15, BLOCK 9 AND LOT 8.1 ZONING DISTRICT: 1000 A/E (ENGINEER) CONTACT: NEIL A. MacDONALD,AIA, LEED AP (631) 689-8450 EXT.115 ZONING DESIGNATION: MARINE II NO. DATE SUBMISSION 0 3/3/16 ISSUED FOR REVIEW LATITUDE: 41.15294 (NAD 83) PSEG LONG ISLAND CONTACT: SUSAN BRUCE-FEINSOD (631) 348-6044 1 3/29/16 REVISED PER ATTORNEY/VHB COMMENTS LONGITUDE: -72.24419 (NAD 83) 2 4/18/16 REVISED 3 4/22/16 FOR FILING ELEVATION: 5' +/-AMSL (NGVD 29) 4 5/23/16 ISSUED FOR FILING ZONING JURISDICTION TOWN OF SOUTHOLD VZW PROJECT CODE: 20141 122470 VZW LOCATION CODE: 311204 * CONTRACTOR SHALL COMPLY WITH THE NEW YORK ONE-CALL PROCEDURES BEFORE ANY EXCAVATION, DRILLING OR BORING.1) ALL CONTRACTORS MUST CALL 2 TO 10 WORKING DAYS PRIOR TO START OF VZW CELL#: - PROJECT AND RECORD THE SERIAL NUMBER AND LIST OF NOTIFIED UTILITY qwn NO. DATE REVISION OPERATORS. KEY PLAN: 2) AFTER CALLING THE CALLERS MUST WAIT THE 3 WORKING DAYS AS DESCRIBED IN NYS CODE 753 AS AREA OF WORK 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. NM1'I Nf.1111NN,T.T1 P{NA f,\,1\11,\NIN fit\ 4) IT IS SUGGESTED WHEN WORKING ON AIRPORT PROPERTY THAT THE CALLER REQUEST A SITE MEETING AS TO MAKE THE WORK LOCATION CLEAR TO ALL MARK-OUT CREWS. E — _ 7 5) IF THE PROJECT IS TO EXTEND PAST 10 WORKING DAYS IT IS HIGHLY RECOMMENDED THAT THE TICKET BE UPDATED EVERY 10 WORKING DAYS IN ORDER TO MAINTAIN MAXIMUM PROTECTION OF THE , UNDERGROUND UTILITIES. _--– NT{INRII:T,T \,n'.,Il vl LOCATION MAP BEY MAP DOTES Plum Islard QUALITY ASSURANCE 4nianal CTi;eaWe CeTrer_ _ A. Workmanship shall be of the highest quality and done by employees skilled in the practice of their trade. 13 , � i 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 , s'a Orient Point re.rpt �4. damaged by the initial failure or the corrective repairs. t, 1�f rr island g- C. All items of work identified on the drawings b name note or material designation are ew, unless otherwise r<g�,mal of .§•a,-,�=Genter'. g Y g n nnoted. 10 40200 Main Ad SAFETY & HEALTH PROVISIONS "ORIENT POINT 2" s�zo® �� 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 D E C E V�q F� e ,me9±;z�Tinq work and other persons who may be affected thereby. The Contractor shall give notices and comply with applicable laws,ordinances, rules, regulations, and lawful 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 JUN 0 2 2016 rra conditions and performance of the Contract, reasonable safeguards for safety and protection, including erecting temporary barriers, posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent sites, spaces, and utilities. Southold town 40200 MAIN ROAD Planning Board B. All necessary precautions shall be taken by the Contractor, throughout the course of the project, to ensure that: ORIENT, NY 11957 1. Safe and proper ingress and egress from all project areas will be maintained. TITLE: 2. Fire protection and life safety components within the projects area will be properly maintained. TITLE SHEET 3. Structural integrity of the concealment pole will be maintained. Construction materials shall be spread out if placed on framed ceiling or roof members. Loads shall not exceed the design live load per square foot. Provide adequate shoring and or bracing where structure has not attained design strength. 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. DATE: MARCH % 2016 5• project area security shall be maintained in order to prevent unauthorized entry to the premises and /or secured portions thereof. PROJECT NO: 14-10823 DRAWN BY: CPK 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. 10 CHECKED BY: TM 7- There will be no accumulation of dirt and dust. The Contractor shall leave the area of work broom clean at the end of each day. SCALE: AS NOTED SITE LOCATION NORTH SITE LOCATION SCALE: 1 = 200' NORTH � DRAWING NO: (Doe G SHEET NO: 1 OF 5 NOTES: 1. CONTRACTOR IS TO RESTORE ANY AREA WHICH IS AFFECTED BY THE INSTALLATION OF ANY ITEMS AND/OR EQUIPMENT WITHIN THIS SCOPE OF FLOW WIRE FENCING WIRED OR II JIM I) II DII /STAPLED TO POS(14-1/2 GA., 6"X6" MESH) IWORK. „ BALES TO BE SET 2. CONTRACTOR TO PROVIDE SITE SPECIFIC SIGNAGE IN ACCORDANCE WITH • STAKES (TYP.) ON GRADE \ VERIZON WIRELESS PROJECT TECHNICAL SPECIFICATIONS FOR SITE SIGNAGE. BOTTOM OF DRAINAGE FILTER FABRIC (MIRAFI (SEE SECTION) (SEE SECTION) CHANNEL OR SLOPE EQUAL) ATTACHEDTO0 ELEVATION �� S\O0ING 3. ALL TRENCHES TO BE HAND EXCAVATED AND BACKFILLED TO ENSURE WIRE FENCING, TIES WOOD R� THAT EXISTING UNDERGROUND UTILITIES ARE NOT DISTURBED. MAKE ALL PVC ``' '-`` FENCE TO BE ANGLED SPACED 24 C-C, POST JOINTS WATERTIGHT. TEST PRIOR TO BACKFILLING. ,, t TOWARD SLOPE IN TOP AND MID SECTION Z BUILDING WIRE OR \ 4. THE CONSTRUCTION AND PLACEMENT OF THE FACILITY WILL NOT a ` " PLAN DRAINAGE CHANNEL ( TWINE (TYP.) 2" X 2" STAKES INTERFERE WITH PUBLIC SAFETY COMMUNICATIONS AND THE USUAL AND (TWO EACH BALE) CUSTOMARY TRANSMISSION OR RECEPTION OF RADIO, TELEVISION OR OTHER POSTS (TYP.) N COMMUNICATIONS SERVICES OR WITH ELECTRICAL TRANSMISSION LINES. 1 COMPACTED f- 14 x 18 x 36 BACKFILL STRAW BALES \ 5. EXISTING TREES, LOW LYING VEGETATION, TRAILERS AND BOATS IN AREA i OF PROPOSED CONSTRUCTION TO BE CLEARED PRIOR TO START OF ° 's,�pc�^ 6„X6" TRENC CONSTRUCTION. SLOPE RADE EXISTING OVERHEAD ILII _ UTILITY LINES FROM 6. 1ALL PROPOSED LANDSCAPING SHALL BE PLANTED TO PROVIDE A R C H I T E C T S SILT FENC� '��-IIIJ.11 - - � =) �� GRADE UTILITY POLE 35 /��/i�j��j��j��%,�jj \ \\ BEYOND # AREA. SCREENING TO THE NORTH AND WEST OF THE NEW EQUIPMENT 12-1 TECHNOLOGY DRIVE, SETAt1KET, NY 1171 33 I Ii I I., - ••- _��--. P. 631.689.8450 F. 631.689.8459 wwwv.,,vfclia.com 6" PENETRATION INTO DRAINAGE CHANNEL III_II�= i•'� s� 7. LANDSCAPING TO BE KEPT IN GOOD HEALTHY CONDITION AND SHALL BE GROUND(SEE SECTION) ELEVATION OR SLOPE COMPACTED BACKFILL •�. REPLACED SHOULD ANY TREE(S) DIE AT ANY POINT DURING THE DURATION NOTE: PERIODIC MAINTENANCE IS REQUIRED AS NEEDED TO FENCE AND FABRIC TO / OF THE SITE BEING IN USE. �CQ A C�., REMOVE ACCUMULATED MATERIALS AND REPAIR FENCE. EXTEND INTO TRENCH /•'/ 0��� s \ \ /;e° ��A HAY BALE DETAIL 0O EROSION CONTROL MEASURES 4'; {�. SILT FENCE DETAIL 4 / ! :Y 3 3E TION SCALE: N.T.S. �•' ` s,�� 1. DURING THE COURSE OF CONSTRUCTION, CERTAIN EROSION AND SCALE: N.T.S. C SEDIMENT CONTROL MEASURES MAY BECOME NECESSARY TO PREVENT THE F �i9• \ TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS, WATER COURSES, Qui/ NOTE: DRAWINGS DEPICT THE INSTALLATION OF NEW VERIZON WIRELESS ANTENNAS, CABLES AND ETC. THAT SHALL BE MOUNTED WITHIN A /'•/ �. ? DRAINAGE INLETS, RECHARGE BASINS, WETLANDS, ETC. ACTUAL EROSION F CONTROL MEASURES WILL BE DICTATED BY FIELD CONDITIONS AS PROPOSED 20' EXTENSION TO THE EXISTING CONCEALMENT POLE. A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY A NEW YORK STATE CONSTRUCTION PROGRESSES, BUT THE FOLLOWING GENERAL CONDITIONS LICENSED PROFESSIONAL ENGINEER (NOT WFC). SIGNED AND SEALED DOCUMENTATION FOR THIS WORK SHOULD BE FILED SEPARATELY AND /' "a. \\ SHALL BE OBSERVED: CONSULTANT: CONCURRENTLY WITH THESE DOCUMENTS. ALL SUCH WORK HAS BEEN PERFORMED BY OTHERS (NOT WFC). PROPERTY LINE, TYP. /� A. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN UNDISTURBED. WETLANDS DELINEATION SHOWN HEREON IS BASED UPON A SURVEY PREPARED BY: NYSDEC Freshwater Wetlands /'• s. B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME HAWKINS WEBB JAEGER PLLC, 560 WALT WHITMAN ROAD, MELVILLE, NY 11747, (631) / �o THAT AREAS ARE EXPOSED. WETLAND 7DEL DELINEATION ORIGINALLY EPERFORMED ON APRIL 6R 15, 2014 PROJECT 0 2006 0099). SURVEY AND STORAGEXISTINE \� /' / � O � C. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF VELOCITIES. BUILDING �\,OP` \��j\O /• �'f� // �� D. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. , / �. J E. SEDIMENT SHALL BE TRAPPED ON THE SITE. � \ � /'• �� �, � � o SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO "THE QP�I�l QPM Pj p 19 �' ' • � `� ��'� NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". 9� e1 �\� SSCP NO. DATE SUBMISSION PROPOSED VERIZON WIRELESS ELECTRIC CONDUITS TRENCHED )\ C) �G + 0 6 O,� 2. SEDIMENT BARRIERS (SILT FENCE, HAY BALES OR APPROVED EQUAL) y �- EXISTING ��p SHALL BE INSTALLED AS REQUIRED ALONG THE LIMITS OF DISTURBANCE 0 3/3/16 ISSUED FOR REVIEW UNDERGROUND FROM PROPOSED VERIZON WIRELESS ELECTRICAL �(\/ �\Q G� Oma / / MARINA e FOR THE DURATION OF THE WORK. NO SEDIMENT FROM THE SITE SHALL 1 3/29/16 REVISED PER ATTORNEY/VHB COMMENTS METER AND DISCONNECT SUPPORT RACK TO PROPOSED VERIZON WIRELESS ELECTRIC PANEL MOUNTED ON PROPOSED ELEVATED �� \,� p / I * v 7 � , RBE OADS. TO WASH ONTO ADJACENT PROPERTIES, WETLANDS OR 2 4/18/16 REVISED \JG \� y��` 3 4/22/16 FOR FILING \�O O� / W�� ' 169 �Q� /p"�� 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT 4 5/23/16 ISSUED FOR FILING PROPOSED 14 -0 HIGH X 6 0 WIDE EASTERN sE / F� F STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED. RED CEDARS AT 6'-0" O.C., TYP. OF (91) �I / s m � � J� s I /�� SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION LIMITS OF A 6c /3 SERVICE RECOMMENDATIONS. CLOSEST DISTANCE BETWEEN L /, o s +� � m � '• / s,� : y CLEARING AND WETLANDS ,o m •gym �'G 4. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE / A �i� , gym p PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF SEDIMENT EXISTING + �Cp� O BARRIERS, SEDIMENT TRAPS, ETC., AS REQUIRED. PROPOSED VERIZON WIRELESS EQUIPMENT `'o i• ,i •® TRANSFORMER, METER { / CABINETS MOUNTED ON NEW ELEVATED , !mss• � A O'��' AND DISCONNECT .- / d , \ 5. PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE GALVANIZED STEEL PLATFORM. SEE �A-100.00 / s i��• a, �` �� ,t�':� / PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR FOR MORE INFORMATION /' �!�•� ' �q'i EXISTING RESTAURANT AND :� PROLONGED STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE NOT NO. DATE REVISION �• S�s� MARINE FUELING STATION '4 / LIMITED TO, CLEANING OF SEDIMENT BASINS AND TRAPS, CLEANING OR T '�o + REPAIR OF SEDIMENT BARRIERS, CLEANING AND REPAIR OF BERMS AND KEY PLAN: -� / f ��� DIVERSIONS, AND CLEANING AND REPAIR OF INLET PROTECTION. AREA OF WORK EXISTING CBF' COMPATIBLE +�� i `J 599,�(� \,y9 ''� CONCEALMENT POLE WITH PROPOSED / / 09 / !moi �� ,� + �n 6. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING 20'-0" EXTENSION / /•� `L ! � ' ^ 1'� / CONSTRUCTION. �•� $? �� ry0 sem$ ''oc `'// O _ -- - + / ,j ' /� o FACILITY NOTES 7. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO ryT LOYC ISLA'vT S,eTE P_UtF teMblltVnu i��� PREVENT SOIL AND LOOSE DEBRIS FORM BEING TRACKED ONTO LOCAL °"'"T""""'""''""' ` x�f' / ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE Eurmil + A) PROPOSED FEATURES ARE LABELED AS SUCH; ALL ELSE EXISTING OR SITE IS PERMANENTLY STABILIZED. E Olen / PROPOSED BY OTHERS. _# '� / �•� SF-G B THE PROPOSED PUBLIC UTILITY WIRELESS COMMUNICATIONS FACILITY IS 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL /+ ) UNMANNED AND WILL BE VISITED APPROXIMATELY ONCE A MONTH FOR REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY ? �Q s'A� �• i��i�� G�(j �, LINE ( -- -- - ) I/ MAINTENANCE PURPOSES; THEREFORE IT IS NOT ANTICIPATED TO STABILIZED, AFTER PERMANENT STABILIZATION, PAVED AREAS SHALL BE x' RO• � �•�� �� �n4 �p REPRESENTS LIMITS OF ��0 /4. GENERATE ADDITIONAL NOISE, FUMES, VIBRATIONS, DUST, ODORS OR CLEANED AND DRAINAGE SYSTEMS CLEANED AND FLUSHED AS NECESSARY. CLEARING, GRADING AND �.� TRAFFIC. 9. CONSTRUCTION ACTIVITY POLLUTION PREVENTION NOTE: 60 �•9 EXISTING app -(�G� GROUND DISTURBANCE C NO ADDITIONAL PARKING IS REQUIRED FOR THE PROPOSED USE, AS THIS \ �` � ) EROSION AND SEDIMENTATION CONTROL PLAN SHALL CONFORM TO THE MARINA �` // + IS AN UNMANNED SITE. EROSION AND SEDIMENTATION REQUIREMENTS OF THE NYSDEC SPDES 8140 �; ; �. �� 1 GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION .o / D) NO SOLID OR LIQUID WASTE WILL BE PRODUCED BY THE PROPOSED ACTIVITY. �' 'Q ' ►' / �� �� USE, AS THIS IS AN UNMANNED SITE. 10. THE CONTRACTOR SHALL USE HAY BALES SILT FENCE OR OTHER a0 �•''' V I r / / C� Q� E) NO WATER OR SEWAGE FACILITIES ARE REQUIRED FOR THE PROPOSED APPROPRIATE MEANS TO PREVENT SEDIMENT AND DEBRIS FROM WASHING s NYSDEC i al Wetlan r r + �Gj � USE. INTO DRAINAGE INLETS. EROSION CONTROL MEASURES SHALL BE IN I r / Q� F) THERE WILL BE NO COMMERCIAL OR RETAIL SIGNS THE PROPOSED SITE. ACCORDANCE WITH THE NEW YORK STATE GUIDELINES FOR URBAN EROSION I 1 O �. r I / Gj� G\ AND SEDIMENT CONTROL. v' �4'; r / + �P G) FIRE PROTECTION AND SECURITY PROVISIONS WILL INCLUDE REMOTE .`�O Q MONITORING OF THE SUBJECT SITE. 11. ALL TOPSOIL TO BE PLACED MUST BE PROVIDED BY CONTRACTOR. ® *fit ` ",' / H THE CONSTRUCTION OF THIS FACILITY SHALL ALSO BE IN COMPLIANCE G)V ) 12. TAKE MEASURES TO PREVENT POLLUTING AIR WITH DUST AND � / \ WITH CHAPTER 27 OF THE BUILDING CODE OF PROPOSED YORK STATE PARTICULATE MATTER AND NFPA 70, FOR ELECTRICAL WORK AND GROUNDING. 13. ALL SLOPES GREATER THAN 1:3 SHALL RECEIVE EROSION CONTROL \ / STABILIZATION FABRIC. REFER TO GRADING AND DRAINAGE PLAN AND �\�' L Q/�' PROPOSED 14'-0" HIGH X 6'-0" LANDSCAPE PLAN FOR ADDITIONAL INFORMATION M WIDE EASTERN RED CEDARS AT ORIENT POINT 2 y 6'-0" 0.C.. STORM WATER RUN-OFF MANAGEMENT PLAN F�b 0 y / .y' 2 co / NOTE: 1. ALL STORM WATER RUN-OFF GENERATED BY THE PROPOSED D ,Q / SHRUBS SHALL BE SET PLUMB. REMOVE TWINE 9/ / � A-100 + I FROM AROUND TOP OF ROOT BALL LEAVE DEVELOPMENT SHALL BE CONTAINED WITHIN THE PERIMETER OF THE JUN 0 2 2016 4" DEEP PROPOSED CONSTRUCTION. SHREDDED WOOD BURLAP IN PLACE, ROLL BACK 1/3 OF BURLAP 40200 MAIN ROAD 1 Q� / (REMOVE, UNLESS BIODEGRADABLE.) South6ld Town A- 1 Q + CHIP MULCH 2. ALL CONSTRUCTION ON SITE SHALL BE PROTECTED BY HAY BALE AND Planning Board ORIENT NY 11957 Off` - � ,�� ,��Q` s SILT FENCING PURSUANT TO THE MINIMUM REQUIREMENTS OF THE NY `� �� EXISTING BOAT 12" STATE STORM WATER DESIGN MANUAL. THESE FEATURES SHALL REMAIN IN + LAUNCH RAMP ON ALL SIDES 6" SOIL SAUCER PLACE UNTIL THE CONSTRUCTION SITE HAS BEEN PERMANENTLY STABILIZED 348.4 ti0 INFORMATION SHOWN HEREON IS BASED UPON A SURVEY PREPARED BY: TO PREVENT EROSION. TITLE: 1 0 0 Q. HAWKINS WEBS JA EGER PLLC, 560 WALT WHITMAN ROAD, MELVILLE, NY 11747, + (631) 732-7777, (DATED NOVEMBER 15, 2014 PROJECT NO: 06-0099) 3. ALL WORK MUST CONFORM TO FEMA FLOOD ZONE REQUIREMENTS. IVYSDEC / �(p EXISTING BULKHEAD ARCHITECTURAL SITE PLAN Tidal + /x�/ ZONING TABLE LATITUDE. 41.15294 (NAD 83) wetlpnds •• / S39 44'40 X012 \ \ \ LONGITUDE: -72.24419 NAD 83 • � ( ) DATE: MARCH 1„ 2016 EXISTING BAY FINISHED /// ///� BULK ZONING REQUIREMENTS 280-56 FOR MARINE it ZONING DISTRICT ELEVATION: 5' +/-AMSL (NGVD 29) PROJECT NO: 14-10823 q p ENTRANCE GRADE �� X �� N RS /�// _ . • .; _ . • //�� REQUIRED PROPOSED TAX MAP INFO:: SECTION 15, BLOCK 9 AND LOT 8.1 DRAWN BY: JG EXISTING SHORELINE Bq Y �, �� ' `� /� � _ ZONING DISTRICT: 1000 CHECKED BY: TM ROLL BACK � / j //�//�/ §280-56 MAXIMUM HEIGHT: 35'/2 STORIES 20 (89 TOTAL MONOPOLE) BURLAP 1/3 /��/��/��/��/��/\� ��\��\�/��� ZONING DESIGNATION: MARINE II SCALE: AS NOTED �/� , �/� §280-56 MINIMUM FRONT YARD: 35' 694'-7" (COMPOUND) DRAWING NO: LEG §280-56 MINIMUM REAR YARD: 25' 197'-8" COMPOUND 0' 20' 40' 80' *� ; A A ANTENNA CABLE �- BACKFILL TOPSOIL (COMPOUND) F� T T TELCO CONDUIT MIXTURE WITH §280-56 MINIMUM SIDE YARDS: 25' 7'-3" (COMPOUND) ARCHITECTURAL SITE PLAN E E ELECTRIC CONDUIT TREE PLANTING DETAIL 0-20-0 r, > 1 -T E T E- TELCO & ELECTRIC CONDUIT FERTILIZER F §280-56 AGGREGATE SIDE YARDS: 50' 250'-1 1" (COMPOUND) 1 =40 -0 SHEET NO: 2 OF 5 SCALE = 1 " = 40'-0" � � SCALE = N.T.S. THE RATE OF 5 NORTH LBS. PER YARD !Fopp m"Impi low IN PROPOSED VERIZON WIRELESS ICE BRIDGE WITH (12) PROPOSED NOTE: DRAWINGS DEPICT THE INSTALLATION OF NEW VERIZON WIRELESS ANTENNAS, CABLES AND ETC. THAT SHALL BE MOUNTED WITHIN A PROPOSED 20' EXTENSION y TO THE EXISTING CONCEALMENT POLE. A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY A NEW YORK STATE LICENSED PROFESSIONAL ENGINEER (NOT WFC). SIGNED DASHED LINE REPRESENTS PROPOSED VERIZON WIRELESS LEASE 7/8"� ANTENNA CABLES 3 AND SEALED DOCUMENTATION FOR THIS WORK SHOULD BE FILED SEPARATELY AND CONCURRENTLY WITH THESE DOCUMENTS. ALL SUCH WORK HAS BEEN PERFORMED WEATHER CANOPY ABOVE (3) PROPOSED VERIZON WIRELESS MAIN DISTRIBUTION BOXES MOUNTED TO PROPOSED UNISTRUT FRAME BY OTHERS (NOT WFC). PROPOSED VERIZON WIRELESS EQUIPMENT CABINETS ATOP (12) PROPOSED VERIZON WIRELESS RRH UNITS (STACKED) PROPOSED 292.5 S.F. STEEL DUNNAGE EQUIPMENT PLATFORM MOUNTED TO PROPOSED UNISTRUT FRAME WITH PROPOSED WEATHER CANOPY ABOVE GENERAL NOTES — — — — 1. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH PROVISIONS OF LOCAL PROPOSED VERIZON WIRELESS STEEL STAIR PROPOSED VERIZON WIRELESS 10KW DIESEL DC GENERATOR WITH STATE AND FEDERAL LAWS ORDINANCES, AND REGULATIONS WHEREVER APPLICABLE. SOUND ENCLOSURE SET ATOP PROPOSED ELEVATED STEEL ; `., t` CONTRACTOR SHALL COORDINATE AND ARRANGE ALL THIRD PARTY SPECIAL DUNNAGE EQUIPMENT PLATFORM (54 GAL. DIESEL TANK CONTAINED INSPECTIONS REQUIRED UNDER NYS BC CHAPTER 17. WITHIN GENERATOR ENCLOSURE A x x x x x x -�- x x x x —tet a x x x x x x x - f :_:'; g 2. EACH CONTRACTOR SHALL BE HELD TO HAVE VISITED THE SITE AND TO HAVE �- .: : z 3 PROPOSED I VERIFIED ALL EXISTING CONDITIONS PRIOR TO SUBMISSION OF BID. O VERIZON WIRELESS 3. IN ALL CASES, DRAWINGS SHALL NOT BE SCALED FOR INFORMATION. FIGURED V) SECTOR ANTENNAS DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. �- _ - /" O z AND (6) PROPOSED EXISTING AT&T EQUIPMENT _ ..__..... RRH_ 0. RRH :. R RRH M MDB MDB - W 4. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIELD DIMENSIONS -'-- - -- --°—�=} - — =-- -- o o -= A R C H I T E C T S DIPLEXERS MOUNTING PLATFORM - - ---- - ^- •- ___ „__ __,.. AND JOB CONDITIONS, AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, X WITHIN PROPOSED O -- N Lv 20' EXTENSION OF CONFLICTS, AND/OR OMISSIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY x - - --:-- -- f____a __ _ m';T' ,mm m , x 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 COMPLETION OF THE WORK. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND I Wer . - - - - i' - - - EXISTING MONOPOLE --i " -;;- - P. 631.689.8450 I F. 631.680.84.59 I �-u'u.0>fc,i;r.;�>m 0 CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY GENERATOR -- -- -- W ARISING THEREFROM. O 5. ALL ITEMS OF WORK IDENTIFIED ON THE DRAWINGS BY NAME, NOTE, OR MATERIAL I x I 9712 I _ - x ��ED ASC n EXISTING DESIGNATION ARE NEW UNLESS OTHERWISE NOTED. _.. -- 3 BATTER`( _. �_.. _�" R �� O '--� ENODE M - � CONCEALMENT ____._ _.;...__.. .._ .. ......_. O�� .,,}.H i+ ;, 6. ALL NEW MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE I FULLY SHIELDED FLOOD -"=-mm j o POLE WITH _ .._..._ ___.. _._.. _ MANUFACTURERS LATEST PRINTED SPECIFICATIONS, AND WITH ALL APPLICABLE CODE e e ° e x --- LIGHTS MOUNTED TO _ .__ _' " "_" ' = — — PROPOSED 20'—A- =0 REQUIREMENTS. WEATHER CANOPY POSTS I „_"'''' EXTENSION I I BENEATH WEATHER I FRONT Lj 7. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH BEST STANDARD TRADE CANOPY. TYPICAL FOR (3). PRACTICES. EACH TRADE SHALL COOPERATE WITH OTHER TRADES TO FACILITATE JOB REFER TO DETAIL SCHEDULING AND COMPLETION. x LA—102.00 -- — \� O �,'� — _ CONSULTANT: 8. PROPRIETARY NAMES IDENTIFYING ITEMS OF WORK ARE USED TO DESIGNATE THE .? .-.-v:;- STANDARD OF CONSTRUCTION. ITEMS OF EQUAL QUALITY MAY BE SUBMITTED FOR THE ARCHITECTS REVIEW. I x - �_ w � mm 9. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ADJOINING \ TELCO \ -- --"" " I- ;--^-\- w._,_ _ . iii REMAINING AREAS AS A RESULT OF HIS WORK, AND SHALL REPAIR DAMAGED " POWER I SURFACES TO THEIR PRE-EXISTING CONDITIONS OR AS MAY BE REQUIRED TO COMPLETE THE ENTIRE SCOPE OF THE WORK. _ �x 10. ALTERATIONS TO EXISTING WORK SHALL BE PATCHED AND FINISHED, AS YE 1 I— 1 1 1 1 1 1 1 1 1 NECESSARY, TO MATCH EXISTING CONTIGUOUS SURFACES OR NEW FINISHES SHOWN. x x x x x x x x x x xx x x x c� x x x x �e^L x x 11. AT THE COMPLETION OF EACH WORKDAY, EACH TRADE SHALL BE RESPONSIBLE 26'-O" FOR CLEANING UP THEIR WORK. RUBBISH REMOVAL SHALL BE DONE IN A DUST ,� x INHIBITIVE FASHION, AND THE JOB SITE SHALL BE FREE OF ALL DEBRIS AND BROOM 32'-0" CLEAN UPON COMPLETION. NO. DATE SUBMISSION 12. CLEAN ALL FLOORS, WALLS, DOORS, MISC., GLASS, ETC. LEAVING JOB FREE OF x (4) PROPOSED VERIZON WIRELESS GPS UNITS MOUNTED TO 0 3/3/16 ISSUED FOR REVIEW DUST AND DEBRIS, PRIOR TO PROJECT COMPLETION. EXISTING AT&T PLATFORM PILES + PROPOSED WEATHER CANOPY PROPOSED CHAIN LINK FENCING WITH PRIVACY SLATS 1 3/29/16 REVISED PER ATTORNEY/VHB COMMENTS 13. EXISTING EQUIPMENT AND MATERIALS TO BE REMOVED, WHICH ARE NOT PROPOSED 4'-0" WIDE SWING GATE k�-J 2 4/18/16 REVISED REQUIRED TO BE RELOCATED OR RETAINED BY THE OWNER, SHALL BECOME THE PROPOSED CANOPY POST, TYP. FOR (6) 3 4/22/16 FOR FILING PROPERTY OF THE CONTRACTOR AND REMOVED FROM THE PREMISES. PROPOSED VERIZON WIRELESS TELCO CONDUIT TRENCHED FROM (9) PROPOSED VERIZON WIRELESS HELICAL PILES(f20' 4 5/23/16 ISSUED FOR FILING PROPOSED VERIZON WIRELESS TELCO CABINET TO EXISTING MESA DEEP/CONCRETE PIERS WITH CONTINUOUS CONCRETE PILE CAP 14. INDICATIONS OF WORK TO BE REMOVED ARE GENERAL ONLY, AND ARE NOT SPAN CABINET WITHIN EXISTING AT&T COMPOUND INTENDED TO SHOW ALL ITEMS WHICH MAY REQUIRE REMOVAL. SUCH ITEMS SHALL BE REMOVED, RELOCATED, AND/OR REINSTALLED, AS REQUIRED FOR INSTALLATION OF NEW WORK. 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%. ENLARGED EOUIPMENT PLAN 8" 1'-4" 2'-8" NORTH NO. DATE REVISION SCALE = 3/8" = 1 '-0" 3/8"=1'-0" KEY PLAN: AREA OF WORK (12) PROPOSED VERIZON WIRELESS 7/8"0 ANTENNAS CABLES ROUTED WITHIN EXISTING CONCEALMENT POLE 2'-4 1/2" 2'-4 1/2" 2'-5 1/21' I. _ PROPOSED TREES AROUND BACK AND SIDES OF PROPOSED VERIZON WIRELESS - "- COMPOUND TO MATCH EXISTING TREES AROUND AT&T COMPOUND. REFER TO SITE04 rTL°rvesAry ATFPBA mM„e, ,qt°rvT BFACII fTAIF PABA PLAN l./SP-100.00 AND DETAIL 2/SP-100.00 PROPOSED 13'-0” HIGH CHAIN LINK FENCING WITH PRIVACY SLATS `i BATT _ L z (4) PROPOSED VERIZON WIRELESS GPS UNITS MOUNTED TO PROPOSED WEATHER o a CANOPY w z FRONT o) Lu PROPOSED VERIZON WIRELESS EQUIPMENT CABINETS AND 1OKW DIESEL w z ¢ DC GENERATOR WITH SOUND ENCLOSURE SET ATOP PROPOSED PLAN VIEW 'n J Q z 14. ELEVATED GALVANIZED STEEL PLATFORM ALCATEL—LUCENT EZBFo STACKABLE � w w Jo PROPOSED TREES (BEYOND) AROUND BACK AND SIDES OF PROPOSED VERIZON cn �- I a BATTERY CABINETS SPECIFICATIONS: bi w WIRELESS COMPOUND TO MATCH EXISTING TREES AROUND AT&T COMPOUND. REFER w vii �- v v TO SITE PLAN SSP-100.00 AND DETAIL SSP-100.00 WEIGHT: WITHOUT BATTERIES - 636 LBS _ z w bi z z FULLY EQUIPPED - 2628 LBS 0 O n w w ¢ EXIST T FENCED IN EQUIPMENT AREA TO REMAIN # OF SHELVES: 6 z 0 z z z BATTERY (Ah): 100 (Ah) FRONT SIDE o > z z Q a 0 EXISTING TREES AROUND EXISTING AT&T COMPOUND TO PER BATTERY WEIGHT: 83 LBS. 0 o F- �- z REMAIN 0 o N v �i �i w / CAPACITY: 1200 (Ah) ELEV VIEW ® w w w Q Q COOLING: FAN COOLED ry (n (n t t ° k r.; n 3 r. O O (/� Z 0 0- Z r„ 9t. .,�X��`:, x'}' Z '"�y✓V Ld _ w G�; ``te�tt� ^. .. r' ` .<..K� 4'`�`,�x. .,.t r },�`r:.,A ��,. .'y�,' ,F,k B LAJx "_`� C I� u- U- w w {. q :` .aF A rr ' : : . ` Y rt BATTERY CABINET DETAILS O Q �O�yy O 11.. �v/, SP't !' y�l'ny .. ... LL 11 LL_ N I� q- o o w SCALE = 1/2"=l '-013 O O O a^ <.% I— f— F— C gn, to t �* ORIENT POINT 2 J J1J,^ J,^ J'^ J h> ..As <,'f •,.\, , AAFy` V V V V z e>,�" �.\'. .:fhF, ���'•';"` ..`��t,�` A.' ^.\' s�.'S,.h Aj. /N_�// k; ,* ` ` x .�Y n. .� '! � �^'�"<',.;'a. �:y•r T;f.�k. "rte ^� I�.2-�+ n I'2�L Ld 2'-2" 2'-6' 2'-2" r ` a , ' t. .:�b: '�� �: y ^<<r JUN 0 2 2016 00 00 co (O (D Lf� 'r'• ^s., x. kkxCK :i C: \ ✓!'' �.. '.' South Id Town 40200 MAIN ROAD Planning Board ORIENT, NY 11957 I I T T T T T T E E E E E E E IE E E E © ? ;p M xx Izz ° ° ° }` TITLE: ° , d...M EAST ELEVATION, I I E00 oco L I LJ L -" PLAN VIEW ' u��9 2 io i ENLARGED EQUIPMENT PLAN FENCING PROPOSED FENCING EXISTING FE I � ���°°•° °0 " _ DATE: MARCH 1„ 2016 PROJECT NO: 14-10823 (9) PROPOSED VERIZON WIRELESS HELICAL PILES(f20' DRAWN BY: OUTDOOR CABINETS NEW �_;<'_` �;`F =:_"�_-'. ° MC DEEP/CONCRETE PIERS WITH CONTINUOUS CONCRETE PILE ALCATEL-LUCENT LIGHTRADIO CABINET CHECKED BY: TM CAP 9712 OUTDOOR CABINET 180KG SCALE: AS NOTED FRONT ELEV SIDE ELEV REAR ELEV DRAWING NO: EAST ELEVATION -4" 2'—s" 5'-4" 9712 ENODE CABINET DETAILS 2 4 SCALE = 3/16" = 1 '-O" 3/16"'=1'-0" SCALE = 1/2"=l '-O" SHEET NO: 3 OF 5 ANTENNA MANUFACTURER: AMPHENOL GPS MANUFACTURER: PCTEL =ext,•,,.u ° Plumbing Dia. rami Antenna Notes MODEL NO.: CWWX063X25G0o MODEL NO.: GPS-TMG-HR-26N g �- MANUFACTURER: ALU REMOTE RADIO HEAD (RRH) WEIGHT: 0.6 LBSMODEL NUMBER: 84 RRH2x6o-4R RRH (AWS) - - , n -Ant, � ANTENNA NOTES: WEIGHT: 55.0 LBS 4 ,E 3.2" - ier ; -Quar xer Electrical/ 11 6» 5 , 12.0 7.1 Antenna Variable Mechanical Antenna f" �-,�- ALPHA, BETA, AND GAMMA V l' �3 Antenna Model Quantity Azimuth Downtilt Downtilt Weight Cables ' �, 7001850-PCSIAWS 850 - Cellular NIA ~ _. PCS - EVDO N/A Alpha 700 - LTE CWWX063X25G00 1 60 6 0 'i AWS - LTE SAME AS LTE 3 0 ' `^ / PCS - LTE SAME AS LTE 850 - Cellular N/A i MOUNTING ' k AlBRACKET or A . PCS - EVDO N/A R Beta 700 - LTE CWWX063X25G00 1 240 2 0 41 (4) 7/8" �` "�►+► A R C H I T E C T S >� AWS - LTE SAME AS LTE 0 0 °"��, �' �•�� GPS UNIT . , _ . PGS - LTE SAME AS LTE o o � •" ...��: � :; r 12-1 TECHNOLOGY DRIVE, SETALJKET, ICY 1 1733 850 - Cellular N/A P. 631.689.8450 ( F. 631.689.8459 -.",} ,�.� m = PCS - EVDO N/A Ire AR !� a G�.r .; Gamma 700 - LTE CWWXo63X25G00 1 350 6 0 41 (4) 7/8" AWS - LTE SAME AS LTE 3 0 FRONT VIEW SIDE VIEW TOP VIEW r� P I PCS - LTE SAME AS LTE 0 0 NOTES: 1. ALL INDICATIONS OF NORTH ARE FOR REFERENCE ONLY. CONTRACTOR TO VERIFY IN FIELD TRUE NORTH PRIOR TO (RRH) REAR VIEW ct1���:�r� r�1��x I MANUFACTURER: ALU REMOTE RADIO HEAD RRH 7AC813PA TAC813PA � MODEL NUMBER: B13 RRH4x30-4R 700 LTE �'� r A SECTOR ANTENNA INSTALLATION. WEIGHT: 55.6 LBS ( / ) �--N 1 2. PROVIDE DOWNTILT AND MOUNTING BRACKETS FOR MOUNTING UP TO A 3-1/2" O.D. GALV. STEEL PIPE. THE l I MODEL NUMBERS FOR THE RESPECTIVE ANTENNAS EMPLOYED ON THIS PROJECT ARE #MKS09TO1. I, 11.8 y " " � � 7.5" CONSULTANT: t 3. INSTALL GPS UNITS AS INDICATED. ANTENNA MOUNTING HARDWARE AS RECOMMENDED BY MANUF. VERIFY EXACT MOUNTING LOCATIONS WITH VERIZON WIRELESS RF ENGINEER. o o = t 4. ADHERE TO MANUFACTURES MINIMUM BENDING RADIUS AND (RECOMMENDATIONS FOR ANTENNA CABLE e _ o�o� o � MOUNTING �=® � g.,... _ _ _ BRACKET - INSTALLATION TYPICAL FOR ALL ANTENNA CABLES a, o e o e QUALIr m Exsr �e r�� E1 l ( )• 0 0 0 0 0 0 7.ACaBPA 7ARC81 PA �� �' I 5. PATCH, REPAIR AND RESTORE ANY AREA WHICH IS AFFECTED BY INSTALLATION OF ANY ITEMS WITHIN THE SCOPE I OF WORK WITH NEW MATERIALS TO MATCH, ALIGN AND BE CONTIGUOUS WITH EXISTING SURROUNDING SURFACES. - e e e e . DODOOOODODODODODDDDODDOOD _4 - K i l 6. ALL CABLE LENGTHS MUST BE V.I.F. TAG BOTH ENDS OF ALL TRANSMISSION LINES WITH BRASS TAGS DENOTING o 0 0 0 �ODODDDDDODDDDODOODDDODDDOD000 FRONT VIEW SIDE VIEW COLOR CODE AND SECTOR. o n�oDDDDDDDODDDDDDDDDDDOOOD0000o r6 1 1 7. ALL EXISTING CABLES TO REMAIN. 11.8" = _ ► AIS RRH l 4=� 4 ' 8. CABLE DIAMETER FRONT VIEW SIDE VIEW ISOMETRIC RENDERING NO. DATE SUBMISSION hoc rwsst: '�"� TOP VIEW 12.0" 560 11 f '• �� 604e'er SECTORS- 7/8" DIA. CABLE (UP TO 100') 0 3/3/16 ISSUED FOR REVIEW t�`313 SECTORS - 11/4" DIA. CABLE (UP TO 200') .63 LBS/FT. 1 3/29/16 REVISED PER ATTORNEY/VHB COMMENTS SECTORS - 15/8" DIA. CABLE (201' OR GREATER) .70 LBS/FT. MANUFACTURER: ALU REMOTE RADIO HEAD (RRH) 2 4/18/16 REVISED � MODEL NUMBER: B25 RRH4x30-4R (PCS) PCs ` WEIGHT: 53.0 LBS 3 4/22/16 FOR FILING F .MF FRA[;iF. �r TOP VIEW 4 5/23/16 ISSUED FOR FILING 12.0" � � 7�� ,s •r<¢y SECTOR SECTOR 850 LTE-C LTE-A PCS AWS GPS e o e e ALPHA WHITE GRAY RED ORANGE PURPLE YELLOW BROWN BETA BLUE GRAY RED ORANGE PURPLE YELLOW o 0 0 0 0 o MOUNTING ' GAMMA GREEN GRAY RED ORANGE PURPLE YELLOW N ° e BRACKET 4 ANTENNA DETAILS 000e e o ww 1 0 o e e o DDDooDD0000DDDDD000000000 _ " e o � o . . �; NO. DATE REVISION SCALE = 3/4 = 1 -0 Do 0 0 0l e ZEE o . IOODDODDODDDDDDDODDDODDDDDDD010 n i. �; . oo0DG000000000000DDDDD000D000 KEY PLAN: • �000 o � _,-...�� AREA OF WORK 12.o" }. FRONT VIEW SIDE VIEW TOP VIEW ISOMETRIC RENDERING RRH DETAILS ti -NT eEAc N sl AIE rAxnl INSTALLATION FOOTPRINT T ;4 q i1 }�'�"� NPLGNG ISI.ANO STATE NaxA(fM1 MI„IUv ,, 0 kW Diesel D Generator . 3CA] r,,:,i( vertical enc u r SCALE = 1 = 1 -0 Engine Specifications (cont,) ' The most efficient Power Solution"for Telecom Backup using Diesel Ratings kW(continuous) 10 kW MANUFACTURER: RAYCAP NTUN I:,TAIE,I.,ix ,lura m.nnm scam Ix:rix 1, MODEL NUMBER: RxxDC-3315-PF-48 WEIGHT: 21.4 LBS (SYSTEM), 26.9 LBS (TOTAL) / Description Output DC voltage 24-600 The Polar solution was engineered to meet the unique Combining our lightweight 8220 alternator with the 15.73" 10.25" a Isuzu Engine 3CA1 Li power quality and monitoring requirements of the tele- heavy duty Isuzu 3CA1 Water cooled engine delivers communications industry.' Our DC generator solutions a perfect DC power solution. It offers significant advan- Cylinders 3 in-lime 15.73" REAR SERVICE ACCESS oo I have become the preferred choice for installations With tages over other manufacturers'DC generators and AC small AC loads. Since 1094 Polar Power Inc. has been generators with battery chargers. Cylinder Volume .9 liters a i SIC- the leader In DC power and cooling solutions. O O FRONT The Isuzu model 3CA1 is manufactured by Yanmar and a0 0 0 Weight(dry) 119 kg (2601bs) - O in 0" �� 13 • Maximum output is 10 kW is identical to their model 3TNV70. o; rn o m _.__.__... +- _ .. Coolant Capacity � N CO oGO® m The Isuzu 3CA1 engine can provide between 10,000 to ui 0 t ` F LO • DC output (+24 or -4$) 16,000 hours of operational life depending on the qual- N Oil Capacity 2.8 liters • Variable speed ity of maintenance. The service life of the controller, 0 wire harness, and alternator is well over 100,000 hours. Operating Temperature -40C°to 72°C O • Generator service life 20+ years P g P O (Ambient[Compartment) O i M • Very fuel efficient The enclosure is constructed with aluminum and stain- BOTTOM VIEW 00 less steel fastners, then powder coated. We feature Fuel Consumption 250 g/IaWhr (calculated) "ORIENT POINT 2" • Operating range -40°C to +65°C sound attenuation. FRONT VIEW SIDE VIEW ELECTRICAL 18.00 MIN • Quiet Emmisions Certification Tier 4 6 Our exclusive Supra Digital Controller features fully au- MIN PENETRATION SERVICE • Compact tomatic voltage and current sensing, protective engine FRONT p D u U AREA ACCESS Dimensions Length:559EO mm[22.in] shutdown, exercise schedule remote monitoring, and Width: 454mm 17.9in • 72 hour backup I ] o control. Extensive alarm options are available. Height.:576mm[22.7in] Q JUN 0 2 2016 40200 MAIN ROAD BOTTOM "" = "` The automatic voltage and current regulation optimally South Id Town ~ ° = Planning Rnard ORIENT NY 11957 powers radio equipment recharges batteries with_ MAIN DISTRIBUTION BOX DETAILS • � out overloading the generator or overcharging the bat- 33.25 'T r..,,....,,... ., tery. 00, MOUNTING SCALE = 1 " = 1 '-0" BRACKET O TITLE: 7- 71-1 a 204 L(54 gallon) double Wall UL luted fuel tank. ANTENNA AND EQUIPMENT DETAILS, r- "s'; AND ANTENNA PLUMBING DIAGRAM __..__ ...._ Very light weight and compact facilitating installation; especially at sites with restrictive space and weight lim- CROSSBAND COUPLER MANUFACTURER: RFS itations. MODEL: FD9R6004/1 C-3L Z A supercapacitor replaces the starting battery for high WEIGHT: 2.6LBS 1.5" DATE: MARCH 1„ 2016 tO 32.00 5.8" GALV. STEEL MOUNTING PIPE reliability. PROJECT NO: 14 10823 ETL listed per UL 2200 by InterekTesting Labs. (2) GALV. STEEL PIPE CLAMPS DRAWN BY: JG 56.2 ! - w Lq CHECKED BY: TM Visit our web site for prime power, lithium-ion batteries, � 32 5o and solar hybrid systems. - SCALE: AS NOTED .............._..........................._....__...._......................................._..._...__........................... DRAWING NO: Polar Power Inc, www.polarpower.com Polar Power www,polarpotiarerinc FRONT VIEW SIDE VIEW , A 249 E.Gardena Blvd 22520 Avalon Blvd �`a•'°� SCALE 1 1 '-0" Gardena,CA 90748 USA Carson,CA 90745 USA SCALE 1 '-0" e Tel:(310)830-9153 Tel:(310)830-9'153 GENERATOR INFO Salesa@polarpowerine.corn Fax;(310)830-9825 DIPLEXER DETAILS ® gib. 2 SHEET NO: 4 OF 5 = " = = 1 " = BULLET2X12NB 1E.., L 1 Q H T I N Q .,. .. . ...__. . .. . . . ..., ., ., ... . .. . Project:, .I Type. Prepared By: m Date: i Pi Z ? ter. a Itd I i =s r , 4i g j Driver Info LED Info ; j 1 l Type: Constant Current Wafts: 24W .:: :E, i'. 3E1• r;,: 120V: 0.22A Calor em 4000K(Neutra!) s p 1 208V: NIA Calor Accuracy: 84 CRI 24OV: N/A L70 Lifespan: 100000 4 277V: N/A Lumens: 1,664 A R C H I T E C T S i s Input Watts: 26W Efficacy: 64 LPW ! Two adjustable 12YV LED floodlights.Equivalent to 2x75W BR30•'halogenlwldefioods. ' Efficiency: 92°l° 12.1 TECHNOLOGY DRIVE, SETAU KET, N 11-33) Microprismatic diffusion lens optimizes light output without glare. i P 631.689.8450 N 631 689 8459 ( wwtiv 'lcaia.ci Im Color.Black Weight:6.3 lbs I Technical Specifications Jr � , , Listings ElectricalGaskets: 1 "> " ^�J,I -�v\ f' UL Listing: Driver: High-temperature silicone gaskets Suitable for wet locations Innovative integrated driver technology with 120V + r 'J ! - € Finish: i _t`:_�: * IESNA LM-7H&LM-80 Testing: TRIAC and ELV dimming 4 I 9 Our environmentally friendly polyester powder coatings 1 i Construction a ` RAB LED luminaries have been tested by an - M, are formulated for high-durability and long-lasting independent laboratory in accordance with IESNA LM- Thermal Management: color,and contain no VOC or toxic heavy metals. 79 and LM-80,and have been received the _F= i Superior heat sinking with external Air-Flow fins Green Technology: i Department of Energy"Lighting Farts"label. Housing: Mercury and UV free,and RoHS compliant.Polyester LED Characteristics powder coat finish formulated without the use of VOC CONSULTANT: LEDs: Die-cast aluminum housing,lens frame and mounting or toxic heavy metals. Plate Multi-chip,high-output,long-life LEDs Other„ Reflector: Lifespan: California Title 24: Semi-specular,vacuum-metalized polycarbonate 100,000-Hour LED lifespan based on IES LM-80 SULLET2x12 complies with 2013 California Title 24 ': results and TM-21 calculation Lens' building and electrical codes as a residential outdoor Nlicroprismatic diffusion lens for smooth and even light lighting fixture with no additional hardware required a Color Stability: distribution and as a commercial outdoor non-pole-mounted fixture LED color temperature is warrantied to shift no more 5 30 Watts when used with a photosensor control. than 200K in CCT over a 5 year period. Mounting' Select catalog numberto order a photosensor. Heavy-duty mounting arm with"O"ring seal and t Color Uniformity: Warranty: stainless steel screws RAB's range of CGT(Correlated Color Temperature) RAB warrants that our LED products will be free from follows the guidelines of the American National defects in materials and workmanship for a period of Standard for Specifications for the Chromaticity of five(5)years from the date of delivery to the end user, i Solid State Lighting(SSL)Products,ANSI C78.377- including coverage of light output,color stabilibj,driver I 2b11, performance and fixture finish. NO DATE SUBMISSION 0 3/3/16 ISSUED FOR REVIEW 1 3/29/16 REVISED PER ATTORNEY/VHB COMMENTS 2 4/18/16 REVISED 3 4/22/16 FOR FILING 4 5/23/16 ISSUED FOR FILING Need he'p?Tech help line:(888)RAB-1000 Email:sales(r rabvreh,com We, te"www.ribwpb.com Paan 1 of 2 Copyright iZ%2014 RAB Lighting Inc.All Rights Reserved Nrtn:Scecifications a e subject t:7 rl�a.^:gh t any t'me vaithcut notice NO. j DATE j REVISION KEY PLAN: AREA OF WORK BULLET2X12NB RAB L I Q H T I N Q Dimensions – m Features - - — I € 14 1/2" i Two adjustable 12W LED floodlights NM1'LO 11 —T 11STATF PARK C(1NM111111t)N 368 mm Equivalent to 2x75W BR30lhalogen/witle floods ; M NNT Bf.l 111-IA f 1 aNA1 41/2" � E — Microprismatic diffusion lens optimizes light output without glare �---114 mm—t 100,000-hour LED Lifespan j 61" -1111.11/t NFt1Ntlt 11 1111..11 x,111 IT 152 mm N ` I I I a i i I f = 6 3/4,T ---I X171 mm Ordering Matrix (( Family Heads Watts Color Temp Finish BULLET 2x=2 Heads 12=12W Y=30.0.0.K(Warm) A=Bronze nn � B=Black VG=Verde Green W=White "ORIENT POINT 2" P ' F 9 2016 Town 40200 MAW ROAD oard ORIENT, NY 11957 TITLE: LIGHT SPECIFICATION DATE: MARCH 1„ 2016 PROJECT NO: 14-10823 DRAWN BY: JG CHECKED BY: TM SCALE: AS NOTED DRAWING NO: Need help?Tech help line:(888)RAB-1000 Email:salesGrabweb.com Website:www.rabweb.com Page 2 of 2 r Copyrlght r<;2014 RAB;_ic'•sting irir,All Rights Reserved Note:Specifications are subject to cha,ge at any time withou:natire f LIGHTING SPECIFICATION 1 SHEET NO: 5 OF 5 SCALE = N.T.S.