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HomeMy WebLinkAboutSite Plans CONSTRUCTION DOCUMENTS FOR WIRELESS COMMUNICATIONS FACILITY: ,:f ,'''''''") 7 ,,,/'? ) ; El r/74: ; ORIENT POINT 2 - / x ,:e. 1 ., . "� ,54,;,, , „ , c, ,,,,, f , ' ics,s 40200 MAIN ROAD ORIENT NY 11957 , ,,,,, ,„,, t }. 6r, oi, ,,5,, ,, ‘. , . , , ARCHITECTS..../ , t1.1i7 _ , ,;,,, , ,i, , , . WFC PROJECT NO : 1 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 P. 631.689.8450 I F. 631.689.8459 I www.wfcaia.com SITE IN FO R ATI O N PROJECT CONTACTS DRAWING I INITIAL ISSUANCE LATEST ISSUANCE REVISION NO. & DATE VERIZON WIRELESS SITE NAME: "ORIENT POINT 2" APPLICANT: NEW YORK SMSA LIMITED PARTNERSHIP (914) 714-7371 DWG. NO. DRAWING TITLE .. c...0 •A':. :- d/b/a VERIZON WIRELESS ,' ,e r, 4 CENTEROCK ROAD ARCHITECTURAL r ^ R .� WEST NYACK, NY 10994 /�'-',1' �y, ..l.,, `^`j SITE TYPE/DESCRIPTION: WITHIN PROPOSED 20' CONCEALMENT POLE EXTENSION: T-100.00 TITLE SHEET 3/3/2016 3 4/22/164.:: jF, r INSTALL (3) NEW ANTENNAS AND (6) DIPLEXERS. PROPERTY OWNER: M.G.H. ENTERPRISES, INC. (631) 323-2424 if�T`./ 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 3 4/22/16 t ti CONSULTANT: `y --.).'`-•.,_c?^ ,r_ ,,,;'J f"' MAIN DISTRIBUTION BOXES, (12) NEW RRHs, (4) NEW GPS ,.;L • /;. , / . UNITS, (1) NEW 10KW DIESEL DC GENERATOR ATOP NEW \`�' 0P I',' , ,',=' A-100.00 EAST ELEVATION, ENLARGED EQUIPMENT PLAN 3/3/2016 3 4/22/16 LEASING CONTACT: RYAN MAYBECK (914) 714-7371 ELEVATED STEEL DUNNAGE PLATFORM A-101.00 ANTENNA AND EQUIPMENT DETAILS AND ANTENNA PLUMBING DIAGRAM 3/3/2016 3 4/22/16 A-102.00 LIGHT SPECIFICATION 3/22/16 3 4/22/16 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 ELEVATION: 5' +/-AMSL (NGVD 29) 3 4/22/16 FOR FILING ZONING JURISDICTION TOWN OF SOUTHOLD VZW PROJECT CODE: 20141122470 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 I � VZW CELL#: - PROJECT AND RECORD THE SERIAL NUMBER AND LIST OF NOTIFIED UTILITY WINWOMMOihilL 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. CWM e:aCMRWD(wiRfl.W 3) ALL CONTRACTORS MUST PROVIDE AS MUCH INFORMATION ON THE WORKSITE AS POSSIBLE TO THE r ONE CALL CENTER. — – "'rc,.nn�nu a'rn',',It2ZZ'',Qn y w ni d�uii>inie r�xnr 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. ` , -.M E _ ��� 5) IF THE PROJECT IS TO EXTEND PAST 10 WORKING DAYS IT IS HIGHLY RECOMMENDED THAT THE TICKET 'S 'kr I BE UPDATED EVERY 10 WORKING DAYS IN ORDER TO MAINTAIN MAXIMUM PROTECTION OF THE UNDERGROUND UTILITIES. x- LOCATION MAP KEY MAP NOTES 0 M t _ QUALITY ASSURANCE A. Workmanship shall be of the highest quality and done by employees skilled in the practice of their trade. ,,;�,'#.}e'er• Vf‘ 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 ® .. 1( ``rrt '' `£r trrt '& Vdamaged by the initial failure or the corrective repairs. '' 7 op r 11 ,1g' "= s al 3 Li C. - All items of work identified on the drawings by name, note, or material designation are new, unless otherwise noted. 7. ' [ r� 40200 Mein fid s SAFETY & HEALTH PROVISIONS -. 'ORIENT POINT 2' A. The Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the performance of the Contract. ' td � `� ". 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 «+�•,iir.,I., 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. 40 ROAD ORENT, NY 1957 . B. All necessary 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: 2. Fire protection and life safety components within the projects area will be properly maintained. Ya. etc 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 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 .', DRAWN BY: CPK 5 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. 5- 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 DRAWING NO: NORTH teD SCALE: 1 = 200 NORTHEDSITE LOCATION SITE LOCATION � ON ® 1 041) SHEET NO: 1 OF 5 NOTES: �➢ 1. CONTRACTOR IS TO RESTORE ANY AREA WHICH IS AFFECTED BY THE FLOW WIRE FENCING WIRED OR Iii ,#�, � INSTALLATION OF ANY ITEMS AND/OR EQUIPMENT WITHIN THIS SCOPE OF STAPLED TO POST WORK. (14-1/2 GA., 6"X6" MESH) II H II II II II fII II H H II II \ 2. CONTRACTOR TO PROVIDE SITE SPECIFIC SIGNAGE IN ACCORDANCE WITH BALES TO BE SET • • STAKES (TYP.) _/,11 ON GRADE VERIZON WIRELESS PROJECT TECHNICAL SPECIFICATIONS FOR SITE SIGNAGE. BOTTOM OF DRAINAGE FILTER FABRIC (MIRAFI (SEE SECTION) (SEE SECTION) \ GE CHANNEL OR SLOPE 140N OR APPROVED ELEVATION F� S\��� 3NC UNDERGR UNDHES TO BE NUDTILTICESAARED NOTD D STURIBEDD MAKETO AL ENSURE PVC �,a EQUAL) ATTACHED TO E THATEXISTING d WIRE ENCING, 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 ,. e,` 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/- g` POSTS (TYP.) _....a CV III " ., COMMUNICATIONS SERVICES OR WITH ELECTRICAL TRANSMISSION LINES. e.a>' ♦ COMPACTED .« 14 x 18 x 36 .. ♦ BACKFILL ��.�. _ . .. ♦♦� STRAW BALES \ 5. EXISTING TREES, LOW LYING VEGETATION, TRAILERS AND BOATS IN AREA ♦ ♦♦♦♦♦♦♦♦♦♦♦ ♦ ♦♦♦♦�♦♦♦♦♦ • 3 \ OF PROPOSED CONSTRUCTION TO BE CLEARED PRIOR TO START OF ♦ iiiiii♦i♦i♦i♦i♦i♦i ♦i�♦�♦�♦���♦�♦�♦�♦�♦�♦ ♦♦-♦� ♦♦ ♦ ♦♦♦ ♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦ ♦H♦ ppe 6"X6" TRENCH ♦♦♦♦��♦♦♦♦ ♦♦♦♦♦*i♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦ ♦ ,��� CONSTRUCTION. ,, , , ����-... ♦ •�►`♦►� • ♦♦�♦�♦�♦� _ SLOPE 4111111 GRADE EXISTING OVERHEAD SILT FENCE- ♦♦i♦iii (1���1- o UTILITY LINES FROM 6. 1ALL PROPOSED LANDSCAPING SHALL BE PLANTED TO PROVIDE ARCHITECTS ♦♦♦♦� -III., I-sill = _ p . UTILITY POLE #35 CONTIGUOUS SCREENING TO THE NORTH AND WEST OF THE NEW EQUIPMENT TLE�I11 .r GRADE . /j�\,/\/\/\�\.,�P//\//\/ /\//\ - \ BEYOND \i,/i4/i�/iA/A 0m.x x\\N\N• \ AREA. 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 T=7 II I-I _ --•' _'Zt-�•• P. 631.689.8450 I F. 631.689.8459 I www.wfcaia.com 6" DRAINAGE CHANNEL �- i- •�•� s • • 7. LANDSCAPING TO BE KEPT IN GOOD HEALTHY CONDITION AND SHALL BE PENETRATION INTO OR SLOPE COMPACTED BACKFILL �� III-II�� 0 �� �� �' �',,. REPLACED SHOULD ANY TREES DIE AT ANY POINT DURING THE DURATION GROUND(SEE SECTION) ELEVATION 1, 11 / TREE(S) NOTE: PERIODIC MAINTENANCE IS REQUIRED AS NEEDED TO FENCE AND FABRIC TO / ,p/��+ s.c •• •• \ OF THE SITE BEING IN USE. ---- REMOVE ACCUMULATED MATERIALS AND REPAIR FENCE. EXTEND INTO TRENCH .� /•• R`v-`Y� SILT FENCE DETAIL ( •4) HAY BALE DETAIL \ •.\ . EROSION CONTROL MEASURES `�` �, 3 SECTION SCALE. N.T.S. /•' • ` 6, s,�� 1. DURING THE COURSE OF CONSTRUCTION, CERTAIN EROSION AND :10/ t:�, / SCALE: N.T.S. /•' U/ Qy p SEDIMENT CONTROL MEASURES MAY BECOME NECESSARY TO PREVENT THE / /../../ •\•. TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS, WATER COURSES, \\� • s • 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 / '=�f` �, PROPOSED 20' EXTENSION TO THE EXISTING CONCEALMENT POLE. A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY A NEW YORK STATE /•� g'c . s / s CONSTRUCTION PROGRESSES, BUT THE FOLLOWING GENERAL CONDITIONS , LICENSED PROFESSIONAL ENGINEER (NOT WFC). SIGNED AND SEALED DOCUMENTATION FOR THIS WORK SHOULD BE FILED SEPARATELY AND / � Q�, SHALL BE OBSERVED: CONSULTANT: '' CONCURRENTLY WITH THESE DOCUMENTS. ALL SUCH WORK HAS BEEN PERFORMED BY OTHERS (NOT WFC). .• . ir -. PROPERTY LINE, TYP. A. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND . /'• s / �� REMAIN UNDISTURBED. NYSDEC Freshwater Wetlands / s• ` ` B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO WETLANDS DELINEATION SHOWN HEREON IS BASED UPON A SURVEY PREPARED BY: / s , MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME HAWKINS WEBB JAEGER PLLC, 560 WALT WHITMAN ROAD, MELVILLE, NY 11747, (631) /•• ko `� THAT AREAS ARE EXPOSED. 732-7777, (LAST DATED NOVEMBER 15, 2014 PROJECT NO: 06-0099). SURVEY AND EXISTING �4 •/,•/• % ` �' 4 `,.: C. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE WETLAND DELINEATION ORIGINALLY PERFORMED ON APRIL 6, 2006 STORAGE � �\`\ *.5,,,, ` MINIMIZED TO REDUCE RUNOFF VELOCITIES. \ /' / o'p '�' / �� D. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. BUILDING O��\U ``��,,�\C)S /•. ` 'i, \ '6,�- / E. SEDIMENT SHALL BE TRAPPED ON THE SITE. ♦ \, G O s ` SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND �� (��\ �� ,�\p_N\•/. ,,g�/ , IN s �' /'�' �� MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO "THE {�'S\' �` QPIl QP p/•• +� + /� \ '). NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". C -\v �.• /'1SC NO. DATE SUBMISSION -sP� s .�/ cos , 0,0 '• • 2. SEDIMENT BARRIERS (SILT FENCE, HAY BALES OR APPROVED EQUAL) 0 3/3/16 ISSUED FOR REVIEW PROPOSED VERIZON WIRELESS ELECTRIC CONDUITS TRENCHED �� S �/ •� • / EXISTING ,:� �p SHALL BE INSTALLED AS REQUIRED ALONG THE LIMITS OF DISTURBANCE UNDERGROUND FROM PROPOSED VERIZON WIRELESS ELECTRICAL \\( /(\i �Q G �j•• / ,'�`: A MARINA / 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 PROPOSDSEDLEVATED N �� �/ Gj" e �C%O + "\1 �O s / / BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES, WETLANDS OR 2 4/18/16 REVISED WIRELESS ELECTRIC PANEL MOUNTED ¢ \ '� 0 • VP' / ..� ,� % ROADS. 3 4/22/16 FOR FILING EQUIPMENT PLATFORM \G \�� \�\�/• +/ a j •' /�• ,�¢ y c" \,� Q� / I. ,1 i ,�69 % ,, /415' 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT PROPOSED 14'-0" HIGH X 6 -0 WIDE EASTERN / .6, _\�ti'�" / �,�'\ / STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED. RED CEDARS AT 6'-O" O.C., TYP. OF (9) \\I ® v� ` ,, / SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION •/ y� s� o ® /44 � 'o 9 6 c /3 SERVICE RECOMMENDATIONS. CLOSEST DISTANCE BETWEEN LIMITS OF ..a 7*,Q, lk; ®• ` ®6 �. •, �' / ; y ,/ , .% ,i fi f�ti 4. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE CLEARING AND WETLANDS o m , m / 0 y ,rte / , R•C` c. /0 /• �►�' /® '` �� I' s\EXISTING c • 7r PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF SEDIMENT •� /'• r,t ; / �, + o,� 03 BARRIERS, SEDIMENT TRAPS, ETC., AS REQUIRED. t; ./* ` as ® gk �� TRANSFORMER, METER / PROPOSED VERIZON WIRELESS EQUIPMENT v '�► \ o CABINETS MOUNTED ON NEW ELEVATED \ �� e ANDDISCONNECT / 5. PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE GALVANIZED STEEL PLATFORM. SEE 1/A-100.00 /�� / .. / PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR FOR MORE INFORMATION • i/ �gEXISTING RESTAURANT AND %� :� PROLONGED STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE NOT NO. DATE REVISION /. MARINE FUELING STATION �.�cP / LIMITED TO, CLEANING OF SEDIMENT BASINS AND TRAPS, CLEANING OR • ` REPAIR OF SEDIMENT BARRIERS, CLEANING AND REPAIR OF BERMS AND KEY PLAN: /• % / /cDIVERSIONS, AND CLEANING AND REPAIR OF INLET PROTECTION. AREA OF WORK EXISTING (BF COMPATIBLE � t /CONCEALMENT POLE WITH PROPOSED / \ /• Og/ ./•'• A� T �y � + /(1 6. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING•� 4• / 'LT ' CONSTRUCTION. 20 —0 EXTENSION / •/ X A% co 4T,-;9, i s /0 • ! /. /17)'\'6'. \o O`erc / + 7. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO,Ut. �� / �// �° �.\� ���00 .�, FACILITY NOTES PREVENT SOIL AND LOOSE DEBRIS FORM BEING TRACKED ONTO LOCAL •�.�"`""`�','"""'a "4",e,0.:# )" � // . �G `r• - / // ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE 4r`;J E _ �, �'' �� /• i/ / + A) PROPOSED FEATURES ARE LABELED AS SUCH; ALL ELSE EXISTING OR SITE IS PERMANENTLY STABILIZED. kt / A //,� .0 ;off / PROPOSED BY OTHERS. iiii�/ `> / �O 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALLI �' • / EG B THE PROPOSED PUBLIC UTILITY WIRELESS COMMUNICATIONS FACILITY IS _ Ss, \ - , (�!'/ s /+ ) UNMANNED AND WILL BE VISITED. APPROXIMATELY ONCE A MONTH FOR REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY `� TO,Q s �� ` /•% /� GPp * LINE // MAINTENANCE PURPOSES; THEREFORE IT IS NOT ANTICIPATED TO STABILIZED, AFTER PERMANENT STABILIZATION, PAVED AREAS SHALL BE Nf=1=4;=-* 11V11- t1ea„„�„� / Ap. '0% \` .4 . !c ( - ) / GENERATE ADDITIONAL NOISE, FUMES, VIBRATIONS, DUST, ODORS OR CLEANED AND DRAINAGE SYSTEMS CLEANED AND FLUSHED AS NECESSARY. ,rrneiu nrvn pecu4;=-„nl / �n REPRESENTS LIMITS OF P9 1 '!\�D .- //// ti� 0 � � GROUNDDISTURBANCE AND GRADING �.�ti / TRAFFIC. /O / ,►* 1 9. CONSTRUCTION ACTIVITY POLLUTION PREVENTION NOTE: / _,.4.0,10.,0:, /i'/ .-• , EXISTING r• �`�'� C) NO ADDITIONAL PARKING IS REQUIRED FOR THE PROPOSED USE, AS THIS EROSION AND SEDIMENTATION CONTROL PLAN SHALL CONFORM TO THE R `p0 ,,e� i� �/ 60—9 MARINA F� / + IS AN UNMANNED SITE. EROSION AND SEDIMENTATION REQUIREMENTS OF THE NYSDEC SPDES 140_0„ e '� . /4 ` \�� j--) GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION r '-' J 'e D) NO SOLID OR LIQUID WASTE WILL BE PRODUCED BY THE PROPOSED f / o / �` 9 ACTIVITY. c O 4# I r / �� !`� USE, AS THIS IS AN UNMANNED SITE. ! O DSO �� , �, / r // G0 �0 E) NO WATER OR SEWAGE FACILITIES ARE REQUIRED FOR THE PROPOSED 10. THE CONTRACTOR SHALL USE HAY BALES, SILT FENCE OR OTHER 644 I APPROPRIATE MEANS TO PREVENT SEDIMENT AND DEBRIS FROM WASHING I �•' � ', NYSDEC ' lea! Wetlan r ` + �� A Q USE. INTO DRAINAGE INLETS. EROSION CONTROL MEASURES SHALL BE IN d'• v Q- \' F) THERE WILL BE NO COMMERCIAL OR RETAIL SIGNS THE PROPOSED SITE. ACCORDANCE WITH THE NEW YORK STATE GUIDELINES FOR URBAN EROSION p I / / C7� G\ AND SEDIMENT CONTROL. In I • ��• ¢+. r ` / + 4P G) FIRE PROTECTION AND SECURITY PROVISIONS WILL INCLUDE REMOTE tt fV ' • �,.��� • �js: . � .,, , � / ��0�� MONITORING OF THE SUBJECT SITE. 11. ALL TOPSOIL TO BE PLACED MUST BE PROVIDED BY CONTRACTOR. 7211/ ot �a • o ` � / �� H THE CONSTRUCTION OF THIS FACILITY SHALL ALSO BE IN COMPLIANCE e�Q / •' O , ¢ V ) 12. TAKE MEASURES TO PREVENT POLLUTING AIR WITH DUST AND W' ' ‘.... 7i-i E 1 r�� \ • .• may\ • Q / \ WITH CHAPTER 27 OF THE BUILDING CODE OF PROPOSED YORK STATE i. I, r .%NV/ •No ` -/ // 1� AND NFPA 70, FOR ELECTRICAL WORK AND GROUNDING. PARTICULATE MATTER I a\ '� Q� + \iJ13. ALL SLOPES GREATER THAN 1:3 SHALL RECEIVE EROSION CONTROL \ / o e / •I / a_ � ` .eta STABILIZATION FABRIC. REFER TO GRADING AND DRAINAGE PLAN AND , .irO ••\ ^ ` ♦ �`� / / LANDSCAPE PLAN FOR ADDITIONAL INFORMATION 8• / + PROPOSED 14'-0” HIGH X 6'-0" 4/At= IZ1 N�O . .�• . .�•• 6'�<,0 �/ .��h- // 6'-0" O.C.. STORM WATER RUN-OFF MANAGEMENT PLAN ' °''/ '� / \ / S�CTO V NOTE:SHRUBS SHALL BE SET PLUMB. REMOVE TWINE 1. ALL STORM WATER RUN-OFF GENERATED BY THE PROPOSED ���I .!q. // A-100 �' / FROM AROUND TOP OF ROOT BALL LEAVE DEVELOPMENT SHALL BE CONTAINED WITHIN THE PERIMETER OF THE 4 ` / sice7+ 4" DEEP BURLAP IN PLACE, ROLL BACK 1/3 OF BURLAP PROPOSED CONSTRUCTION. 40200 MAlI ROAD ,�1 .� / �� / SHREDDED WOOD (REMOVE, UNLESS BIODEGRADABLE.) 2. ALL CONSTRUCTION ON SITE SHALL BE PROTECTED BY HAY BALE AND Off;/ — ' / ts, V. \�� QQ ' /s + CHIP MULCH SILT FENCING PURSUANT TO THE MINIMUM REQUIREMENTS OF THE NY ORENT• NY 11957 4� EXISTING BOAT 12" STATE STORM WATER DESIGN MANUAL. THESE FEATURES SHALL REMAIN IN s �r�, + LAUNCH RAMP ON ALL SIDES/46" SOIL SAUCER PLACE UNTIL THE CONSTRUCTION SITE HAS BEEN PERMANENTLY STABILIZED _ s 0�,i0�� r INFORMATION SHOWN HEREON IS BASED UPON A SURVEY PREPARED BY: TO PREVENT EROSION. TITLE: '48•41'.111 ".."'"'""., .... o • • HAWKINS WEBB JAEGER PLLC, 560 WALT WHITMAN ROAD, MELVILLE, NY 11747, �\. O°� • (631) 732-7777, (DATED NOVEMBER 15, 2014 PROJECT NO: 06-0099) 3. ALL WORK MUST CONFORM TO FEMA FLOOD ZONE REQUIREMENTS. '.►� �� / / X00 EXISTING _ �`'� SAL SITE PLAN NYSDE / BULKHEAD ` C TIda/ Wetlonds + / . •" /\�/ ZONING TABLE LATITUDE: 41.15294 (NAD 83) ... ........ .... \\ .. . - " cpR //\/ / / LONGITUDE: -72.24419 (NAD 83) DATE: MARCH 1 2016 S39.44,4 W EXISTING BAY FINISHED % \/ • • % BULK ZONING REQUIREMENTS X280-56 FOR MARINE II ZONING DISTRICT ELEVATION: 5'+/-AMSL (NGVD 29) GAIDi\ N. ENTRANCE GRADE \/ \ • _ • • \ �\/ PROJECT NO: 14-10823 ct-b / • • . • •• : /\/ REQUIRED PROPOSED TAX MAP INFO:: SECTION 15, BLOCK 9 AND LOT 8.1 DRAWN BY: JG Rliot . / // • • . ••. \\//\\� ZONING DISTRICT: 1000 CHECKED BY: TM kti,EXISTING SHORELINE �•92 ROLL BACK ,/\ • - /\/\/ §280-56 MAXIMUM HEIGHT: 35 /2 STORIES 20 (89 TOTAL MONOPOLE) 09 BURLAP 1/3 //\\/ \/\/\/\/\ \/\\�\/\// ZONING DESIGNATION: MARINE II SCALE: AS NOTED ---- ---( \ --" .--;'."- "--( N/\/\/\///\ A\ \ A\ A\ / §280-56 MINIMUM FRONT YARD: 35' 694'-7" (COMPOUND) DRAWING NO: � LEG : /.\//.\//.\ /.\ /,\ /.\ /.\ /,� A—A ANTENNA CABLE BACKFILL TOPSOIL §280-56 MINIMUM REAR YARD: 25' 197'-8" (COMPOUND) 0' 20' 40' 80' TELCO CONDUIT MIXTURE WITH SITE PLAN E E TREE PLANTING DETAIL 0-20-0 §280-56 MINIMUM SIDE YARDS: 25 7'-3" (COMPOUND) 6I1Mli=Ir=2211==== A s p MS 1 00 0 0 0 1„-40,_0 ARCHITECTURALELECTRIC CONDUIT FERTILIZER AT 0 �_�„ —T/E T/E— TELCO & ELECTRIC CONDUIT SCALE = N.T.S. THE RATE OF 5 §280-56 AGGREGATE SIDE YARDS: 50' 250'-11” (COMPOUND) SHEET NO: 2 OF 5 SCALE = 1 " = 40 _ NORTH LBS. PER YARD 4• NOTE: DRAWINGS DEPICT THE INSTALLATION OF NEW VERIZON WIRELESS ANTENNAS, CABLES AND ETC. THAT SHALL BE MOUNTED WITHIN A PROPOSED 20' EXTENSION PROPOSED VERIZON WIRELESS ICE BRIDGE WITH (12) PROPOSED LEASE 7/8"0 ANTENNA CABLES '"a, t. TO THE EXISTING CONCEALMENT POLE. A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY A NEW YORK STATE LICENSED PROFESSIONAL ENGINEER (NOT WFC). SIGNED r,..;..;;,; . DASHED LINE REPRESENTS PROPOSED VERIZON WIRELESS ' AND SEALED DOCUMENTATION FOR THIS WORK SHOULD BE FILED SEPARATELY AND CONCURRENTLY WITH THESE DOCUMENTS. ALL SUCH WORK HAS BEEN PERFORMED (3) PROPOSED VERIZON WIRELESS MAIN DISTRIBUTION BOXES WEATHER CANOPY ABOVE ` BY OTHERS (NOT WFC). MOUNTED TO PROPOSED UNISTRUT FRAME ' :` t 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 y; _ .5 .� ..' ). GENERAL NOTES WITH PROPOSED WEATHER CANOPY ABOVE e ?x + —\ \ — — — ' — —' it ' 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 V STATE, AND FEDERAL, LAWS, ORDINANCES, AND REGULATIONS WHEREVER APPLICABLE. 0 ID' SOUND ENCLOSURE SET ATOP PROPOSED ELEVATED STEEL 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) , , — ' — — . — , . — ' 2. EACH CONTRACTOR SHALL BE HELD TO HAVE VISITED THE SITE AND TO HAVE X X X X x x y—� X x X X .Zc I x x x� x ,-, x x x aF Z (3) PROPOSED VERIFIED ALL EXISTING CONDITIONS PRIOR TO SUBMISSION OF BID. / T —7---1 \ \ O VERIZON WIRELESS (11j .. _ f-7- ,. .�..: 1 p-- tw.w-. ,.-.a a _,. :,,w. <» l 1 y — 3. IN ALL CASES, DRAWINGS SHALL NOT BE SCALED FOR INFORMATION. FIGURED 1 r.., "�"` `�`�` '��`�` rc�~x°-��~- '-��~' ~~~-'- O � � O "�"`��1 • .. (n SECTOR ANTENNAS - '" �- ° \ 1 � fc ` ° O z AND 6 PROPOSED DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. �> -" RRH RRH ■•�•i•■ �•�•��■ RRH M1: MDB MDB / " LiJ O EXISTING AT&T EQUIPMENT w ,; ., Rki: 1 F- DIPLEXERS MOUNTING 4. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIELD DIMENSIONS PLATFORM " ., �, x . r =.x. . .m ° b J .. ARCHITECTS O x WITHIN PROPOSED AND JOB CONDITIONS, AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, ~- — N Lv 20' EXTENSION OF ¢ CONFLICTS, AND/OR OMISSIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY x ....< - � `_ �n D u• „e:time..$ xae.:. ..x•o.C aenm•S•xu,° ,.wo<•° ... ' wrxsre w...c erxewewr�r .�'.wr, .s � tiamN x EXISTING MONOPOLE COMPLETION OF THE WORK. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND �w �A _... 12 1 TECHNOLOGY RIVE, SETAUKET, NY 11733 0 CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY �(, w .x. P. 631.689.8450 I F. 631.689°8459 I www.wfcaia-com I-'U ARISING THEREFROMCT) . — :.;_.., �. GENERATOR w >w.a t— .. 0 5. ALL ITEMS OF WORK IDENTIFIED ON THE DRAWINGS BY NAME, NOTE, OR MATERIAL x _ g " x "'"" - EXISTING DESIGNATION ARE NEW, UNLESS OTHERWISE NOTED. 9712 "; �- '<- -- '." O 1t ° BATTERY = s' w `/ _ CONCEALMENT ENODE „., 1, '``" c,), POLE WITH I I ' 1•P � .s; r� EL 6. ALL NEW MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE • FULLY SHIELDED FLOOD ;. tl MANUFACTURERS LATEST PRINTED SPECIFICATIONS, AND WITH ALL APPLICABLE CODE ° ° - I LIGHTS MOUNTED TO © © »-w=°.n. x 71:r _ ..1_, .1Z—,7=:. - � ' PROPOSED 20 -0 >.., EXTENSION REQUIREMENTS. x WEATHER CANOPY POSTS ` �---+ :,..L.: ., I ' \ I BENEATH WEATHER FRONT --' .. ...:4 w --,-,....-....;.= / r1 7. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH BEST STANDARD TRADE � ,� _. . u� : CANOPY. TYPICAL FOR (3). // " .. _ M - , :// c PRACTICES. EACH TRADE SHALL COOPERATE WITH OTHER TRADES TO FACILITATE JOB REFER TO DETAIL ' -„-., ` '/ _ :-_, \ SCHEDULING AND COMPLETION r x `”" ` _-- / 0 .---,=::-L,4 • 1 A 102.0 ,-' �. .�. ,°w� . x ,� . ,...„ ..—a ..... ... a z ate. ,k,,:-,� �i.: '� -' `�: , w ,-.».. .. ......#mow„ �. ,:...,�F a .� �./: 8. PROPRIETARY NAMES IDENTIFYING ITEMS OF WORK ARE USED TO DESIGNATE THE .:.... N ., = :...4.........--7-,,,,a,,.,1 = -' Ia „,r,:::::::1;74:=4,_ ; :, ,.. .. a, CONSULTANT: J STANDARD OF CONSTRUCTION. ITEMS OF EQUAL QUALITY MAY BE SUBMITTED FOR THE - ” r" -°` `-, "° "'r ARCHITECTS REVIEW. ,.:,,,,4F-2 - �,...� ` � �,. -,....,:,-,--4.--,,177„.7--„__!= ',,7,',71=7..-,,,-=: K u 9. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ADJOINING — -. .a ..... , " x REMAINING AREAS AS A RESULT OF HIS WORK, AND SHALL REPAIR DAMAGED �� / \ TELCO / \ ...7.4.. ..:1, � ° _ � ' - w, �. \ SURFACES TO THEIR PRE-EXISTING CONDITIONS OR AS MAY BE REQUIRED TO 1 In POWER � ,. - s�, I , 017:::::-:=1=c-: °4F-F,t �'i":.: .I \ Q ■ i • • w...earr.w t ;r.°. a. _w a waver. ura<e ,uwx» imam.,xam w. . °x%m.ua.-. COMPLETE THE ENTIRE SCOPE OF THE WORK. a- \ \ ,u . .,+anru. r II I 10. ALTERATIONS TO EXISTING WORK SHALL BE PATCHED AND FINISHED, AS 1- 1- 1 1 i a a 1 .1 1 a NECESSARY, TO MATCH EXISTING CONTIGUOUS SURFACES OR NEW FINISHES SHOWN. E \ I I x x x x ' x x x x x x x - x x x x c� x x x x 0 x x 11. AT THE COMPLETION OF EACH WORKDAY, EACH TRADE SHALL BE RESPONSIBLE 26'-0" IJ 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. � T NO. DATE SUBMISSION 12. CLEAN ALL FLOORS, WALLS, DOORS, MISC., GLASS, ETC. LEAVING JOB FREE OF EXISTING AT&T PLATFORM PILES + (4) PROPOSED VERIZON WIRELESS GPS UNITS MOUNTED TO 0 3/3/16 ISSUED FOR REVIEW DUST AND DEBRIS, PRIOR TO PROJECT COMPLETION. x PROPOSED WEATHER CANOPY a k 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 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' PROPOSED VERIZON WIRELESS TELCO CABINET TO EXISTING MESA 14. INDICATIONS OF WORK TO BE REMOVED ARE GENERAL ONLY, AND ARE NOT SPAN CABINET WITHIN EXISTING AT&T COMPOUND DEEP/CONCRETE PIERS WITH CONTINUOUS CONCRETE PILE CAP Q 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, A , MINIMUM 4,000 PSI AT 28 DAYS, AIR ENTRAINED FROM 4% TO 5%. ENLARGED EQUIPMENT PLAN o' 8" 1'-4" 2'-8" SCALE = 3/8" = 1 -0 3/8"=1'-0" N 0 R TH NO. DATE REVISION KEY PLAN: AREA OF WORK (12) PROPOSED VERIZON WIRELESS 7/8"o ANTENNAS CABLES ROUTED WITHIN EXISTING CONCEALMENT POLE 4, 2'-4 1/2" 4, 2'-4 1/2" 2'-5 1/2„ PROPOSED TREES AROUND BACK AND SIDES OF PROPOSED VERIZON WIRELESS \ 11. I l 4 \ --- COMPOUND TO MATCH EXISTING TREES AROUND AT&T COMPOUND. REFER TO SITE Q PLAN 1/SP-100.00 AND DETAIL 2/SP-100.00 . - a E iAiii Hiro•. PROPOSED 13'-0" HIGH CHAIN LINK FENCING WITH PRIVACY SLATS In BATT 1 r 111111 = `. 17 oz (4) PROPOSED VERIZON WIRELESS GPS UNITS MOUNTED TO PROPOSED WEATHER `V - En < / CANOPY __ z z r \ FRONT PROPOSED VERIZON WIRELESS EQUIPMENT CABINETS AND 10KW DIESEL I X yitiia+vu eni i.ennrrxn1 w Z a DC GENERATOR WITH SOUND ENCLOSURE SET ATOP PROPOSED PLAN VIEW In o N z ¢ ELEVATED GALVANIZED STEEL PLATFORM Q o PROPOSED TREES (BEYOND) AROUND BACK AND SIDES OF PROPOSED VERIZON ALCATEL-LUCENT EZBFo STACKABLE Lam `� z LiJ w WIRELESS COMPOUND TO MATCH EXISTING TREES AROUND AT&T COMPOUND. REFER BATTERY CABINETS SPECIFICATIONS: M w z ¢ Q TO SITE PLAN 1/SP-100.00 AND DETAIL 2/SP-100.00 WEIGHT: WITHOUT BATTERIES - 636 LBS w Z- 1 z w Z z FULLY EQUIPPED — 2628 LBS N 3 8 z z z ¢ EXIST C AT&T FENCED IN EQUIPMENT AREA TO REMAIN # OF SHELVES: 6 o > z < < EXISTING TREES AROUND EXISTING AT&T COMPOUND TO BATTERY (Ah): 100 (Ah) \ 0 0 w PER BATTERY WEIGHT: 83 LBS. FRONT SIDE REMAIN - �- 1-' U- n na e / CAPACITY: 1200 (Ah) ELEV VIEW 0 o w 0 Q Q �� X. ,X II I4 > Z _ COOLING: FAN COOLED ` illit i►O O 0 V) ❖o• ••o•IL' IY w H H z I:** 1 1 �••�.•.11 CL CL o LI X x Q U ,� •ps �,a_ o LA w �, _ - BATTERY CABINET DETAILS w „ - B0 0 o eJ �, I SCALE = 1/2"=1 '-0" ct C r: „, _a: a " ,J'^ J J'^ J J ORIENT POINT 2Q Q Q Q Q Q O ys ,�, ,f:y: lf-H +I +I +I -H +I N 3iE :o o 0 o w „ I I I I I I > ICL ___., Iii V-2° x 2•-6• k k r-2° k 0o op co Or. ORENT, NY 11957 k ;; t , 40200 MAN ROAD � , .4.,,,f's,.,;k.;:e. I I • • j • e • • \— L I I I I T T Ir —LT T T T [ t t [ L [ [ t t t t [ — 11—..• ri :1'!:7 Po-"3 r ? q'` I I - _ ! ,'`ai ° o ° TITLE: LJ L I L J = = _ I '�to / ;�#”teai ',-;,1:4, = EAST ELEVATION ' o "..:.£� o mI I ENLARGED E PLAN J�_ J ^' PLAN VIEW / ` ,°,`°* EXISTING FENCING/ / FENCING " :Yµ;iY, PROPOSED '' C r_, z,;,- W 1 ;.,. ,-!. - - DATE: P : ,:,'> MARCH 1„ 2016 PROJECT NO: 14-10823 Ertiith (9) PROPOSED VERIZON WIRELESS HELICAL PILES(±20' OUTDOOR CABINETS NEW :.',W ,7a-\ ':; DRAWN BY: 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 i'- 2'-8" 5'-4" 9712 ENODE CABINET DETAILS ,; SCALE - 3/16" 3/16"=1'-O" SCALE 1/2"=1 '-0" SHEET NO: 3 OF 5 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) 4-Lines -.Antenna -D i lexe r - uar lexer 11" 6" i, Electrical/ ` 12.0" 7.1" 3.2" , '�, ° , 55.0 LBS 4, ,, ALPHA, BETA, AND GAMMA Antenna Variable Mechanical Antenna \ 411111 .11.M1 _ Antenna Model Quantity Azimuth Downtilt Downtilt Weight Cables "- 1 . § -;''''‘1:77:;;‘:''''' " 4 7001850-PCSJAWS 850 - Cellular N/A PCS - ENDO N/A Tt ):.„' �µ �: 0 0 x x Alpha 700 - LTE CWW) 63X25G00 1 60 6 0 41 (4) 7/8" _ f ,, d AWS - LTE SAME AS LTE 3 0 - t 1 , : „ . , r :,,,:.:, ung.;re , I. . , ,,,, ,, Si- e / PCS - LTE SAME AS LTE 0 0 _ ,., ; 1 ° II I r N/A MOUNTING `.. � � .. 850 Cellular Al / PCS - ENDO N/A BRACKET g X ' Beta 700 - LTE CWWX063X25G00 1 240 2 0 41 (4) 7/8" ° AWS - LTE SAME AS LTE 0 0 • I.�� �I € \ a.g � ARCHITECTS GPS UNIT '' , - ' PCSLTE SAME AS LTE 0 0 Y ` p� . *:::;! . - `°"' `"° `�" "" „ - . "'" '" `"' i II�ITITI'191IIIIII'UIU'I'IIIII ili `� 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 . T 850 - Cellular N/A III - 1 1„ 1'� P. 631.689.8450 I F. 631.689.8459 I www.wfcaia.com X 1 X PCS - EVDO N/A �' 1' � 11111 fit. Gamma 700 - LTE CWWX063X25G00 1 350 6 0 41O 4 7/8" 06 AWS - LTE SAME AS LTE 3 0 FRONT VIEW SIDE VIEW TOP VIEW • '.,,,,,, PCS - LTE SAMEASLTE 0 0,.� , . �- _.....,. NOTES: /%�ckE.I.: /,,ei))`....,.;;. REAR VIEW 'LEXER DI PL i.ER 1. ALL INDICATIONS OF NORTH ARE FOR REFERENCE ONLY. CONTRACTOR TO VERIFY IN FIELD TRUE NORTH PRIOR TO MANUFACTURER: ALU REMOTE RADIO HEAD (RRH) ;a/z'4°;-�,,; "' ;''\ 7AC8 PA TAC& PA MODEL NUMBER: B13 RRH4x30-4R 700 LTE �' ���� , -�\ '�'\ SECTOR ANTENNA INSTALLATION. ( ) / fil; "' WEIGHT: 55.6 LBS tF • ' - '-,=� 2. PROVIDE DOWNTILT AND MOUNTING BRACKETS FOR MOUNTING UP TO A 3-1/2" O.D. GALV. STEEL PIPE. THE �' MODEL NUMBERS FOR THE RESPECTIVE ANTENNAS EMPLOYED ON THIS PROJECT ARE #MKSO9T01. j, 11.8" ,I, ,j, 7.5" A ww. CONSULTANT: ,, _ _;__,' 3. INSTALL GPS UNITS AS INDICATED. ANTENNA MOUNTING HARDWARE AS RECOMMENDED BY MANUF. VERIFY EXACT eeee �• �� u '" " "-°` ` "�"` " "-""' ' """ " "-" ' `-' ' `"""""° " `- ° `-"" ' '°" ' -" - -"' KK "-"" ` " " -'"" ' �°-"' MOUNTING LOCATIONS WITH VERIZON WIRELESS RF ENGINEER. • 000 e o = zt t.� 4. ADHERE TO MANUFACTURES MINIMUM BENDING RADIUS AND RECOMMENDATIONS FOR ANTENNA CABLE �, o i m ' g . errii, x a{rt-ex"R INSTALLATION (TYPICAL FOR ALL ANTENNA CABLES .-__ MOUNTING _ raU��. E%El, OUB. P°LEx,ER )' a, • e o 0 0 •e e BRACKET E cPA 7ABA PA o e000 e e 5. PATCH, REPAIR AND RESTORE ANY AREA WHICH IS AFFECTED BY INSTALLATION OF ANY ITEMS WITHIN THE SCOPE N o e o e OF WORK WITH NEW MATERIALS TO MATCH, ALIGN AND BE CONTIGUOUS WITH EXISTING SURROUNDING SURFACES. _ i 1 i ' ----- ., , ,==,-.. ., 0 ...".__.. .. .I _ e 1110011111[11111 07 t ° «� ,r 6. ALL CABLE LENGTHS MUST BE V.I.F. TAG BOTH ENDS OF ALL TRANSMISSION LINES WITH BRASS TAGS DENOTING o p0� 0111111�O 1 I0o • v�_ l _ M ,ii i: FRONT VIEW SIDE VIEW • ( 1 COLOR CODE AND SECTOR. l000e� o -«- OD 11111111 0 000, .` a J LJ LJ L 1-1T_. M ... I 7. ALL EXISTING CABLES TO REMAIN. ,I. 11.8" ' »� � 1 I,� AWS RRH 700 RRH' trig GD,dh€ J 8. CABLE DIAMETER FRONT VIEW SIDE VIEW TOP VIEW ISOMETRIC RENDERING NO. DATE SUBMISSION 12.0" 4, 65c-range I 1 SECTORS- 7/8" DIA. CABLE (UP TO 100') � � �n� I SECTORS- 1 1/4" DIA. CABLE (UP TO 200') .63 LBS/FT. 0 3/3/16 ISSUED FOR REVIEW 1 3/29/16 REVISED PER ATTORNEY/VHB COMMENTS L..J SECTORS- 1 5/8" 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 A€'J WEIGHT: 53.0 LBS 3 4/22/16 FOR FILING FRA.C<AF FRAME ° TOP VIEW " 40€1.° , Il' 12.0" ,, 4, 7.2" ,j, . e°oo SECTOR SECTOR 850 LTE-C LTE-A PCS AWS GPS o e o 0 0 0 .. ALPHA WHITE GRAY RED ORANGE PURPLE YELLOW BROWN o o e o e u 1 BETA BLUE GRAY RED ORANGE PURPLE YELLOW -....-...www: e MOUNTING GAMMA GREEN GRAY RED ORANGE PURPLE YELLOW N __ ` BRACKET \ . ANTENNA DETAILS •V \1` �°oo o111111111 111 oP ` i r 3/4"0 . i e o 1.. NO. DATE REVISION SCALE = = 1 -0 1:,=_E7.2-=1 e o • 001111111111100 0l0 00001000 ic �' � u u �1 '�,�,�` .sol 11111.11 11101 �l KEY PLAN: AREA OF WORK ji, 12.0" 1, FRONT VIEW SIDE VIEW TOP VIEW ISOMETRIC RENDERING CEO.BIRC..RO.°pvT pp,601 1. f -a: -- - ,�• 82201na`oi°„i'Yiuiuu`s a t`e,°ura,•.,ro•r INSTALLATION FOOTPRINT r°'' °s" ., Generator RRH DETAILS , . ''_ - ' ' � 0 Ili 3cAl {F«,,,°,.,, , a;, a '4• .r,:+ a•a«.., WI ,i"„ r .,..1 , '° enclosure ,,,......, .,,_...,, _ _. .. .. .. .., ...... .. ". .. .. - 1 " - r " , E III,II t I I I �' e� ..<w n nmR�p E ( LII ° I. �} SCALE - - 1 -0 ��, zI "J L_ _ =0 Engine Specifications (cont.) "' Tim moat efficient Fewer Sotition for Telecom Backup usin 1 Diesel MANUFACTURER: RAYCAP /-'-'"-... - Ratings kW(continuous) lits Wit MODEL NUMBER: RxxDC-3315-PF-48 WEIGHT: 21.4 LBS (SYSTEM), 26.9 LBS (TOTAL) Description Output c 24-8OO *.,„„s‘11(01 T=,C Polar So:€.r,r."rf er2k�mer V r e.,1174.:r1- ;$ ,,' °mitt € sq 0lil i'w it" 1i't 822a ait€:rrefor �r:tz tl`2 15.73" 10.25" Isuzu Engine3CA� Qcn €o;"�?' :"p:.il', l<" Cr:-€'iT,�(Ei`. I£ f.>'T nFC YT{tile,sf ?L' ,C ° aBu }� i�°143 *'ea "sll � C� Iac+ E';r ',l c °: :S I .., / SERVICE ACCESS I '6`r''€t.7f; #Ir4";i i I`r;°b`.' �$ d$ $a >«w§r !,-,..-.:?ii .ss''°> t rte," ; �`';"„ :I' a�1I i',nr) If C'"�eiS SI° ""•' 3 i9�`et ti:`a�?- Ilndr 3 ire-tine `l \ 15.73" REAR t;. r»*c t"^€ f8"r* I Pr s rr <r g. : r Cr l" f p q «. T3 C:'.' r A sa"r :r E €"'r:.I r�tL rens C er r ^°?' and A N r-<I Ar s'Jar''F. E' irme I't's°«rcrar Pavan Inc ;"cls °„"'" r:r:roc;::;J'"' 'J 1;h L•-';:c r C?";"�rt"'°r $I lrider Volume liters Qi.., I i f�'ii L Rw I"d3..'t'r `r -[0.:J?�I>«n iSirrl€3'-SS .i FRONT 7 flu Ka!J'•" tICtl: C a r ,r'rt,1111I`r'1?'°Ser r'y:tm Br 1 • O �IL�I/�II y p a Weight(dry) 119 k I[26i I bs) . N -1444160 ,$1 C) ® Maximum i�rr cutout i 10 � 0 0*I' r=� Coolant Capacity I N �i o 0 1 ,. ,& a -,4--- ,/,,,,,,_,,,, --- --- in 1,.. 4 JC014(.41+24r -dE Is}. I..�1..11 p1 :u:A ~€ ra °icC tt ."er4rc IPr,003 t an l N C 1 ° y, §; 4°�: r, ., .,.rEi. eI € .rdr�• r tr I. 1. r r_111cir titer J 1 r L . °►Variable, s'' d ,�',a °.°.irit 9'i 1 r,"rn'Ih 1 Ir O m . f' r `iar 'service life 20+ �j'' ers WIQ foment; and, .ila ri4Vei,A1 OrV r 1:11)COO I"�:'tir �� No (� Operating Temperature -�Q�°"tt3 T�'�:: (A 1Ilstve f1pa ,nr1t) ,� -� C) ( - • Very In 'l efficient 7-tie enc- t ire r •aa.r:rv:PLIC :L,:With -urnnum a Id stbinr _ , . BOTTOM VIEW co 'fi' -:), : et 1.-. ..11(7.':,,, I`t°=r powder C ; :I °xaM ,u:e.1..:e Fuel Consumption 260OfkVihr" (calculated) FRONT VIEW SIDE VIEW "ORIENT POINT 2" • p r lir r r�s - » 0 1 6 a C 11, " ri;,11*.;; r1 ELECTRICAL 18.00 MIN » Quiet €- slots Certification Tier 4 Q / / sam=, i_ y_ t :'` , t_iK C P. s l€e .to3°Jrel;fu ` a • IIN ,- PENETRATION SERVICE • FRONT pAREA ACCESS COIII:J Ct ;: ii,. t¢ h"::=R µ_ ;:; .r..v<c< €rg, Rr 1n er. it Dimensions _e9gth: 55�rnm�22.in1 ° :.... .. p • 72 hotir a ' `tI 1a114N ''t. v- :°.'i ue ft f'%tit' r>:. lCri€ bred Width: I?1 tl J,,, 'I' , .. :tr1®r<.' �; r: t°.': a 1; ixti are rll 6rt. iRlttiC: txlrn2 .7In) ., MAN ROAD ` BOTTOM M 'cri r z-u ,.__ 7 Digi: a uta---,1,-;w °e`t;1M, ,f arid id art r'�ty.11'.:� I an O ii°r it f , ;` tii0 OREN 1 N i �57 . '"°'.�,,,'a« -»w;�» ° syr°�,xa,s<€<, 'a"�•r'�-1 r1'§ s�:a i i'=,.1 � 8.�.Ii%�..'[n`::" %br �ra yy " 1��"'� KK, r1 <v & - ----- -, ra a K' ¢ d1 a1cil; of`:a€ s r'f." 1�', asat1>€�cr otL relot�,;frml lrtt° $t, MAIN DISTRIBUTION N BOX DETAILS 0 33.25 ' . - . MOUNTING 0f / - r qSCALE = 1 " = 1 '-0" BRACKET TITLE: ` ,� "S1..°4 L 04 car :l C' c ir §sll P. , - !Jai tank ANTENNA NTENNA AND EQUPMENTT DE TALS, rG7-1 - - C` eAND ANTENNA PLUMBNG DIAGRAM I ll' v Op\ f ' i ;a 11-1 T Y, s. rA aid kr1f il:RCir: tdFFIIrot, y "6 . 1 41Fi ` " ',1 <1.''era„*.11 ;TVfis; il nen: id: irth EI ° CROSSBAND COUPLER MANUFACTURER: RFS • MODEL: FD9R6004/1C-3L t ~ WEIGHT: 2.6LBS DATE: MARCH 1, 2016 z vi r,�aoa,<:titr rent es it' tzirt€rb0 b tt€rrr for ii 1.5" GALV. STEEL MOUNTING PIPE �D m / 32.00 / !r? ; t..r.l,' 5'8 PROJECT NO: 14-10823 < " , ETL I€ tact cr'r I. L 22"u : [reef k aesti Labs \ ,�_ (2) GALV. STEEL PIPE CLAMPS DRAWN BY: 56.2 .., `` JG / fL,ot ok.<i %w,'!I)tAtt.°ICA IVif1i°, ,,,,r El tllt`*Kir1 t.: tli;rtt:$. ` CHECKED BY: TM v rota,•,, qq .-,'. :.r...., LJ LI til SCALE: AS NOTED . , . . DRAWING NO: t izi,r'r, t,rin: i+ t.riiv °olar, t enec n Pz„-hxt Po, r ..-Am, ulR�ipcmytm is FRONT VIEW SIDE VIEW "" :4'.,1�-,c;�o�:��Nr.o� �+ ���:���.=:.ori c..1 C f.n€ C.6,':171'..)OSA c:�1'z,..,'„,':CA f�ir4% 44 GENERATOR INFO SCALE ,, �µ p�y4ritex K310)112.-0 hl, Mi . DIPLEXER DETAILS SCALE = 1 " = 1 '-O" SCALE = 1 " = 1 '-0" SHEET NO:11\ 4 OF 5 1 " ' t MP A Imo BULLET2X12NB ' Prninet4 TYPe: •i„ t . w•. s , , . ! Prepared Pr, pale: ,.."'-"r: ., '-:' ,- ,--,,,,,,,,,e4;,-, A:••".' -•"', . ..., •k?.. i..: t,,----".. A -,ig ,:' `,-, ' , ':ii: . ; '. , ,..I! ' , :, , . • : ; ' '.'; ,..;';! :;:•'. ',4 ,41e:'' ;', ' '''': , '' 't, ,:":.,`.i• ' ::':-:-.i,,i,'‘0,;1/41.;!,:', „..v..''/ 0 '4,•'-,-..-', . ''' :, , , ;; ,,,, ''''' '. ' ' '• ' i ! '. Drieer inio LL 0 Info • ,o. : . . • T.-. ', • ,,,.--rr,,,„ ..•', • :,,,,..-e:..-:,..•AP~ „„., . ,— ...,- , ! 1 f2"',2' P'22R t s-s•?N-rtsq, Al,k:.'s r,•s"'e.,) i 7\zi 1,ek-em i : ARCHITECTS : E.4",•:',.!,,,',.0- 1.i: , 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 co,,,,,f Raul% V.'s 0 e C:k 1!,A ' „ P. 631.689.8450 I F. 631.689.8459 I www.wfcaia.com Technical -z-- ,,-------- ikililiell,1 ,,,„ ,, -,,,.----,--.•,• • '.' FI0e16e111 G:l'AVIA ,,,1 ----7.7 Lit.1.1%t1nig: Orivar: 44-34 It•- (-.1.,..,..- .....:.'".y:et.it) o .17,.,,,,c. /44.,i ' ' ':'''':-. \• - C'•',\', 7/ .,,• 1.. : r.LIN/ta:sti lev•33,131.1057.3'd'5'S 4.'r:,-.11,e 1--..,;„,'X',--J d-err terenroYrI t,''''' ,.7.:,'1 Firirsh t.„AC!.a ,'' .0'(.!: t•gc„,4 IESNA LM-79 A LP-80 irelEng: Out t-,'-1-4-Frt..•0 r tn.e.'•:::Y poN,-.1.!°° ,4-ripT C 3131''33°,43 11-3'- I '- 4 eCtint ni`3141i*41 — — A , , NAP Lrt,;33.4.4"34.3e4413r4r443 l'43.1.3**t33rerrt ee,,A4,1 ty r!. _ . . _ . ..,—.., $„,se,ortra-ukA,r;f1Ar lk -t.1,4sPy hit-1 eves3.el s,.,,rvi III. 1. ' ':, itteAttwk- ni ,. ty r IV,,Oet,le,rt,mr.1 IF".,NA,:'',,, Thermal tr,wria 5 erhehh 222/.2 ir3r1(',VI,i)14 t'','':1 V CC i'Vt..„,t5C,,,5°..tvy 5 ret5-s \\(.1°,\ /,.. -//// „, 79 150'4°t Msf,),ard rap,:ts,,,,,•'tw.c;.IN11:-,7 \\ ''' • Gnash lie crarit140y: k\ 's gOi ::••t:i•''•.•.,•33-9 gorcl'gr.,:,,,r„el A..1,1,,,,,.r: 4 ' (-3'' I. attet")3114 c'Et 4'''N*I.isg`tfl Fa•'1,,*litet3 ... • ( • 1 _„ , ,„ Housing: 'demur-2 ard LV'r,,, kv,i E., ciaV-ir 1 PaNeslr.,-* LED Cr - .t' S ...... !.:.•,,A-Ar'slks.1‘k,'NA.1 r.---u°°‹ot vti,::, CONSULTANT: c(,,,,t,„1-,:all,r.-<;.:11 t,os.,„ri„Pi'3 4."--,°t tre3II rr'.3`3-V1' ; LEDS: : thS!)-0-'41 t"i‘t^t414.4 L'4,1,1 1 fc 1 rel., .0tr Polt-cits.e: Lifespan: eztifcrtU3 tile 24: 1 ti;1 CCCA.tinter!Art:le.u.;'',:*t.t.ks,,,t cr,if 1,1 LL -','s -rje i t",..12 Uy,',;.. 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'7'e Cref:,::LED 22401 12,1,24:27,rasea 24 w ku.,..2ie,e,te sh 1 15153"er'rg motrnti nil: i' suo 20,7",R;to CCT 22-dur a 5're a*1.AseA 13,1'cr.',"•°.•'fgr,r ' -,,cr.c.. ,.., I,ri•5..„1_5t, oar:-rg.',-rt 54,511"a'1'45155°,7,5r,C1 raw liAilomity: 'Warranty: sir,er..tei 5,`0, :vg-1CAtsw Trtos,ev:s:es.aA: 1,'.`st.,!ocrr,-- ;s e 7,.,-i f'n 22-41<re,2',t2,, Ifr.,N,A*,i,s the r,,:.0,e'esnel of it*igurt-rica,I r.„,;11.1.yrzil ct,„,„5°,,K,1,,„.,,,,-,),,-,,°- .,”1 WIN%-,,rr,.•,•f"r r,!-* i 1 .131se'rs.t.INT No'Spen-e*ss!!047-1 Aar IlAu Oes!,etylf ez,l'y 0 ,.„-t,,,Og y,,133.1 t'41.111W44,t/tr34,IC!Ve'1047 333.e34,4 cr'd ta3g,5, St3g..1 St.:SS.1,ge;h1r 0 IS,51, Fkr,A,e,,cesA,ANSI CINe',127. vAl„$,:',A);x o.,4-5!"gr,f,gr 's'.17 Ng-%e..1 4'0,1'i,0<:!,y 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 .,. ,„:.,'„,-;'Tss.s'r. :! ss ite!2.)elA-3-100),.'s ea lt,sv,!k ilk°°,e,f, 1.' ,, „,.'°,:;...'t', ')i-,,°It.“-5 45.'1:','*,,..';s:°11t.„,74::,'"..5'°°1''1 V.''''' ::'f' ei*e''' r''' 4"-*'*:* '•1* -.A"° : i'4 ,, 1, Te-vo.: „,,:;,-.!e WI,::t*,::.'..;1°‘' ,11''A ""',Ir.,' ,-,,r.1 rc !IS ,'„cy,,.."-r'-., g..g•c. 1,:r •:,-t..,.,-,, ,,-:,-,,,,ng:,".,,r,r,-,. ,,,,• ; g,g, 7,,,, NO. DATE REVISION KEY PLAN: AREA OF WORK BULLET2X12NB RAE!3 ,.„.. ,. , ,..., CEP.INK X liO.psel.it0.6,r) Di tutIrtsioni. . Fenikelti —--- --- --- -- -"Timmos.1-----••/. 14 112' , 1,vr:51,-1,t°5,`,„,t5q l';',', - 1 368 Mm I ,- ' i 11° ..,°:,•°,1t0;`,N1''.'!,'FiA„'r.eu ',,, 1.'"Wtittlial.11!r0"-C221 41/2' to ... ,5,-rg7,ors-51,..: ' ,"rg rr,r,50 ,,, ;:l ..-,••1*24-g_gg cawgrco„,3 fVcc,", 1ZY. 1:71.!'• cr.5.ir it"„:L—:on 5 1-114 m111,-4 : - ,--:-- 411111kih,. , sa. , , a r PAOLI,PROM Mil 3 ; 6 I:I 2al I l 1 riT I',17'11 i I i i Ai ..... 152 MITI I , :„.•-='- • 5 .I.I., ..----1 1...._.,..- IV 171 mm ordering matrix. ' , i i 1 r sehily sioarls Wad* c temp ring5lt „ „ , 0 . ; BULLET mr, i 22 521-er.,•:::g 12 r 1;11V 'Y .7•1',Y-e ilMaqn! A s Brr..e.M ! 4 VGLI Li &e.' V)L1 li ,,.. Vto r V:,'”6'L*,-,•`! "ORIENT POINT 2" 40200 MAN ROAD ORENT, NY 11957 TITLE: . LIGHT SPECIRCATIC)N DATE: MARCH 1„ 2016 PROJECT NO: 14-10823 DRAWN BY: JG CHECKED BY: TM SCALE: AS NOTED DRAWING NO: .-%,,1-,,,,r,rr.' '•i. i HI)RA 2-- era:, s..0€4, 11`,,,irtskel cs.7:, ,ss 1 !:: Walf It 4'n,f1 C.3%31 t 3 '^3.;3`C t'33, :''1 RC3 t?'x 47",-,:,'it 37 A'".-1'.,`:.., :^;,,'",': 1 N — 'e." i,{"31'3''''433"4”,Pri5 t,1„ °: 1-:5,-5 zt 11,"f': , '04,:''",1-, -` 32 . 0()) A . 1 SHEET NO: 5 OF 5 SCALE = N.T.S. CONSTRUCTION DOCUMENTS FOR WIRELESS COMMUNICATIONS FACILITY: - f D / , ORIENT poINT 2 , , , ,, , ,„ ,, , .. .,,, , ., „ , 3 , ! : : , . ."44.,... .' s 40200 MAIN ROAD, ORIENT 57NY 119 ,, 4 44%,,,,,,,,,e,-7 .g epi, 9= ' , ARCHITECTS W F C PROJECT NO : 112-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 P. 631.689.8450 1 F. 631.689.8459 I www.wfcaia.com SITEINFORMATION PROJECT CDRAWING INDEX INITIAL ISSUANCE LATEST ISSUANCEREVISION NO. & DATE VERIZON WIRELESS SITE NAME: "ORIENT POINT 2" APPLICANT: NEW YORK SMSA LIMITED PARTNERSHIP (914) 714-7371 DWG. NO. DRAWING TITLE �,� 0 Al?C,, d/b/a VERIZON WIRELESS e�` . , .urri-'.;,, /1 4 CENTEROCK ROAD ARCHITECTURAL 'vr , 4 I WEST NYACK, NY 10994 � // SITE TYPE/DESCRIPTION: WITHIN PROPOSED 20' CONCEALMENT POLE EXTENSION: T-100.00 TITLE SHEET _ z' ` 3/3/2016 3 4/22/16 ([6..--.47<.:Y INSTALL (3) NEW ANTENNAS AND (6) DIPLEXERS. PROPERTY OWNER: M.G.H. ENTERPRISES, INC. (631) 323-2424 Ii`' :11, 40200 MAIN ROAD, ORIENT, NY 11957 SP-100.00 ARCHITECTURAL SITE PLAN �,� l AT GRADE: INSTALL NEW EQUIPMENT CABINETS, (3) NEW ROBERT HAASE 3/3/2016 3 4/22/16 MAIN DISTRIBUTION BOXES, (12) NEW RRHs, (4) NEW GPS CONSULTANT: .rrj` ` UNITS, (1) NEW 10KW DIESEL DC GENERATOR ATOP NEW A-100.00 EAST ELEVATION, ENLARGED EQUIPMENT PLAN 3/3/2016 3 4/22/16 � =- ELEVATED STEEL DUNNAGE PLATFORM LEASING CONTACT: RYAN MAYBECK (914) 714-7371 A-101.00 ANTENNA AND EQUIPMENT DETAILS AND ANTENNA PLUMBING DIAGRAM 3/3/2016 3 4/22/16 A-102.00 LIGHT SPECIFICATION 3/22/16 3 4/22/16 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 ELEVATION: 5' +/-AMSL (NGVD 29) 3 4/22/16 FOR FILING ZONING JURISDICTION TOWN OF SOUTHOLD VZW PROJECT CODE: 20141122470 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 blhlilpV' d1 .... 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. —e--,..P.., 3) ALL CONTRACTORS MUST PROVIDE AS MUCH INFORMATION ON THE WORKSITE AS POSSIBLE TO THE ONE CALL CENTER. ai -° Itn:2:ar[MIC?MticVDb 4) IT IS SUGGESTED WHEN WORKING ON AIRPORT PROPERTY THAT THE CALLER REQUEST A SITE MEETING G,,,,n,�,,,d,lAl,.'.,' AS TO MAKE THE WORK LOCATION CLEAR TO ALL MARK-OUT CREWS. V nnE coy i- nni4ni ` -� � �isi I I 1 1 1 1 '- . ;.. 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. JUe, ,n Cl AlL9 CADHtNN,,Q j[LI tl N AAI}PAl l IJll 10011'Nll1 LOCATION MAP KEY IAP NOTES9 t���, - QUALITY ASSURANCE `sem A. Workmanship shall be of the highest quality and done by employees skilled in the practice of their trade. ;, `_�Is` T B. All work which fails to meet the standard as herein described, shall be replaced by the Contractor, at the Contractors sole expense, including the work of othersc. et pr, F m <<,, damaged by the initial failure or the corrective repairs. rrie.7.,,tii:)[ 11\-:' „.,„ ,, C. All items of work identified on the drawings by name, note, or material designation are new, unless otherwise noted. ®'.e7gi e.' n? ; 1 :":'r”' i', `oa fA rlirr tLi DIte '.,I"i !•''r... g - .. 0' o 40200 Main Fill ' e A .__ SAFETY & HEALTH PROVISIONS PONT�: 'OMNI N2" &' A. The Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the performance of the Contract. r ° `' ' i 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 i4 �, 1it.,-..- work and other persons who may be affected thereby. The Contractor shall give notices and comply with applicable laws, ordinances, rules, regulations, and lawful , /n "*, 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 UV-.. �'"'� conditions and performance of the Contract, reasonable safeguards for safety and protection, including erecting temporary barriers, posting danger signs and other 3 ' r�/ warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent sites,spaces, and utilities. il.. ' - 40200 MAN ROAD , NY �57 B. All necessary 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: ` 2. Fire protection and life safety components within the projects area will be properly maintained. `a— TITLE ShEET aa ' 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 1„ 2016 ;r. • 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, other utilities as applicable, shall not be interrupted Burin construction, unless agreed to in advance, in writing,with the property owner. DRAWN BY: CPK Y pP P 9 g p p Y 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 0 DRAWING NO: SHEET NO: 1 OF 5 NOTES: 1. CONTRACTOR IS TO RESTORE ANY AREA WHICH IS AFFECTED BY THE FLOW WIRE FENCING WIRED OR � �'# � INSTALLATION OF ANY ITEMS AND/OR EQUIPMENT WITHIN THIS SCOPE OF .:'`'':. ; , STAPLED TO POST (14-1/2 GA., 6"X6" MESH) II H II II II II WORK. . ,y �II II II II H II BALES TO BE SET 2. CONTRACTOR TO PROVIDE SITE SPECIFIC SIGNAGE IN ACCORDANCE WITH 'g;,°. Rk ' • STAKES (TYP.) ON GRADE \ VERIZON WIRELESS PROJECT TECHNICAL SPECIFICATIONS FOR SITE SIGNAGE. r BOTTOM OF DRAINAGE FILTER FABRIC (MIRAFI (SEE SECTION) (SEE SECTION) \ CHANNEL OR SLOPE-1\ 140N OR APPROVED - EQUAL) ATTACHED TO ELEVATION ��•S\���G 3. ALL TRENCHES TO BE HAND EXCAVATED AND BACKFILLED TO ENSURE • 0. wot/5* WIRE FENCING, TIES -WOOD E THAT EXISTING UNDERGROUND UTILITIES ARE NOT DISTURBED. MAKE ALL PVC a JOINTS WATERTIGHT. TEST PRIOR TO BACKFILLING. FENCE TO BE ANGLED SPACED 24 " C-C, POST TOWARD SLOPE IN TOP AND MID SECTION 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 o (TWO EACH BALE) CUSTOMARY TRANSMISSION OR RECEPTION OF RADIO, TELEVISION OR OTHER F" {" N COMPACTEDrr rr COMMUNICATIONS SERVICES OR WITH ELECTRICAL TRANSMISSION LINES. . <hm5<`" • -� ►--- 14" x 18 x 36 `�T v.. . . v'... • BACKFILL � . ____4,__ ���� � I STRAW BALES \ 5. EXISTING TREES, LOW LYING VEGETATION, TRAILERS AND BOATS IN AREA ♦ li ♦�♦ ♦����� �����►���� ••�� O�° 6"X6" TRENC OF PROPOSED CONSTRUCTION TO BE CLEARED PRIOR TO START OF p "'' • CONSTRUCTION. : . 4b.-.�������� � � �������• - - SLOPE GRADE EXISTING OVERHEAD SILT FENC At ��i-�TII� o _ UTILITY LINES FROM 6. 1ALL PROPOSED LANDSCAPING SHALL BE PLANTED TO PROVIDE •�i. '-iT-I I Irl����1= _ • . •,.. GRADE j /\j\/\j\j\ y /\/\/ /\/\ ^ \ UTILITY POLE #35 CONTIGUOUS SCREENING TO THE NORTH AND WEST OF THE NEW EQUIPMENT A R C H I T E C T S 1=119.11,:-..::::•:."f. �i�/i��/i��/i��/i��/i\���//\\�/�\�/�\�/�\/ BEYOND �"':�''. -u AREA. \ 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 DRAINAGE CHANNEL 11 T-I (- I- 11- ,i•'�"•�• • """ P. 631.689.8450 I F. 631.689.8459 www.wfcaia.mm ," PENETRATION GROUND(SEE INTO) ELEVATION OR SLOPE COMPACTED BACKFILL _� -0_11 -III; 0i' �.sA� Z.' •.`.• 7. LANDSCAPING TO BE KEPT IN GOOD/HEALTHY CONDITION AND SHALL BE /•� • REPLACED SHOULD ANY TREE(S) DIE AT ANY POINT DURING THE DURATION NOTE: PERIODIC MAINTENANCE IS REQUIRED AS NEEDED TO FENCE AND FABRIC TO 11 / s. �'•�•• \ OF THE SITE BEING IN USE. REMOVE ACCUMULATED MATERIALS AND REPAIR FENCE. EXTEND INTO TRENCH r • O %� - q�/i HAY BALE DETAIL � ' ,,,,,,, 0-5-5, ,i- EROSION CONTROL MEASURES 1t., SILT FENCE DETAIL (4) / . - , ,t,' �3-) SCALE: N.T.S. ` ?� 1. DURING THE COURSE OF CONSTRUCTION, CERTAIN EROSION AND ' SCALE: N.T.S. SECTION /'• 7s �, �'\. :�, /'• U/ Qi p •\ SEDIMENT CONTROL MEASURES MAY BECOME NECESSARY TO PREVENT THE ;} , /•' _ . No. • TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS, WATER COURSES, } -= 4-. 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 ',•, PROPOSED 20' EXTENSION TO THE EXISTING CONCEALMENT POLE. A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY A NEW YORK STATE /'� ,� / <\. CONTROL MEASURES WILL BE DICTATED BY FIELD CONDITIONS AS r CONSTRUCTION PROGRESSES, BUT THE FOLLOWING GENERAL CONDITIONS ` ' P LICENSED PROFESSIONAL ENGINEER (NOT WFC). SIGNED AND SEALED DOCUMENTATION FOR THIS WORK SHOULD BE FILED SEPARATELY AND ../ . Qj . SHALL BE OBSERVED: CONSULTANT: `-._ CONCURRENTLY WITH THESE DOCUMENTS. ALL SUCH WORK HAS BEEN PERFORMED BY OTHERS (NOT WFC). \-.1 AI PROPERTY LINE, TYP. V �% A. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND /•� s ` / �1 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 HAWKINS WEBB JAEGER PLLC, 560 WALT WHITMAN ROAD, MELVILLE, NY 11747, (631) /�� o,, 4 MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME /•' THAT AREAS ARE EXPOSED. WETLAND 732-7777, (LAST TED ORIGINALLYOMBER 15, 2014 PROJECT PERFORMIED ON APRIL 6, :20060099). SURVEY AND EXISTING STORAGE ¢� \� /.•/ • / ` ��4 Ili, C.C. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE ` MINIMIZED TO REDUCE RUNOFF VELOCITIES. BUILDING ��q� \SS •/�• 6 ��` �'�� // �� D. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. �0 `A� / �, . I E. SEDIMENT SHALL BE TRAPPED ON THE SITE. 1\ (� �1 '• •i400Or SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND C� \0�' 9�` s/• , \ � � �'�' MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO "THE �i�� ��� QP QP Pj �' +Z • �� � * ,�. ���`; NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". {�\l'\' / Gj '�� Q•� • �i1 � �c � : NO. DATE SUBMISSION VERIZON WIRELESS ELECTRIC CONDUITS TRENCHED '\" \,� .. S� +/ 69 / 'O,� ' 2. SEDIMENT BARRIERS (SILT FENCE, HAY BALES OR APPROVED EQUAL PROPOSED , ) 'Ti_ C)• / EXISTING '•;k ��Q SHALL BE INSTALLED AS REQUIRED ALONG THE LIMITS OF DISTURBANCE 0 3/3/16 ISSUED FOR REVIEW UNDERGROUND FROM PROPOSED VERIZON WIRELESS ELECTRICAL \j� l'�(\�� \4•C) G� 9j • � % MARINA / 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 C° �\ci . D �� \1\00..y.-: 0. -I- / WIRELESS EQUIPMENT ECTFORMANEL MOUNTED ON PROPOSED ELEVATED g�' \3).' Ca, \,� 0 /� I -10 „ \,�� /' • � l ROADSRMITTED TO WASH ONTO ADJACENT PROPERTIES, WETLANDS OR 2 4/18/16 REVISED ¢ i 3 4/22/16 FOR FILING p�C' �\� \`� k?-� ! i • +�°• ZA,,t, o �� ' " EASTERN \' �� ..4t_ �W� 169 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT PROPOSED 14'-0" HIGH X 6 0 WIDE • s / I"� RED CEDARS AT 6'-0" O.C., TYP. OF (9) � I �O I / N\ STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED. /• •%� a ® ® `� / /5 'h SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION .,•• .Q� m, •,�, -----...c\ c /3 SERVICE RECOMMENDATIONS. CLOSEST DISTANCE BETWEEN LIMITS OF CLEARING AND WETLANDS /• o m sem- 4"•` Q �A ® m• v T it`�2 y 4. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE �,y 9 ,ry m F:�• , /•'' • ��° 7� �►�I, \ ,,.; �® - 1' s �� EXISTING / '0,c, o �� PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF SEDIMENT e° ` AN ® �� TRANSFORMER, METER .� R. BARRIERS, SEDIMENT TRAPS, ETC., AS REQUIRED. 11k PROPOSED VERIZON WIRELESS EQUIPMENT v ,� ' v " �'� F O AND DISCONNECT / 9,- -O CABINETS MOUNTED ON NEW ELEVATED \ A In 5. PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE GALVANIZED STEEL PLATFORM. SEE 1/A-100.00 / /•� ., s •i!�• • •�•• SP. �` % o PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR FOR MORE INFORMATION /'• /�" '; EXISTING RESTAURANT AND `',o v / PROLONGED STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE NOT NO. DATE REVISION /•' ( .',, #i- '' , 'S�.S 3� MARINE FUELING STATION 0. / LIMITED TO, CLEANING OF SEDIMENT BASINS AND TRAPS, CLEANING OR �� �' �� '�` ,p o REPAIR OF SEDIMENT BARRIERS CLEANING AND REPAIR OF BERMS AND / 1 , �/,r?9T`�ST•�� ` / KEY PLAN: /•' + t �� 's , N*9.-N y / ., DIVERSIONS, AND CLEANING AND REPAIR OF INLET PROTECTION. AREA OF WORK EXISTING �B�F COMPATIBLE ���j �. \�00'� /CONCEALMENT POLE WITH PROPOSED / / Og `/� �! + �n 6. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING R„�„ r•,• /•� ti 7 i • 'Lj, '•, . y 20'-0" EXTENSION1°\./ Z•4‘ A: ^ �. '� o / CONSTRUCTION. /• 4# V6. ��O 4 / + 7. A STABILIZED CONSTRUCTIONENTRANCE - J �� If►� /�co. � �� �� FACILITY NOTES PREVENT SOIL AND LOOSE DEBRIS FORM BEINGATRACKED AONTO LOCAL ,�.. '•U9iA21 '.,,,,,,�Y �' / 16xuvi„nax sine yyu fid'• �� �� /I,, �� d� % ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE Ir- j _`ii IIIIItiII / • ` ., ./ �'� , A) PROPOSED FEATURES ARE LABELED AS SUCH; ALL ELSE EXISTING OR SITE IS PERMANENTLY STABILIZED. V E I I I I I " <90:1 y ���#•� :0 / PROPOSED BY OTHERS. _ ���/ �G�O / 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL s- - •�+ �,i s P S + B) THE PROPOSED PUBLIC UTILITY WIRELESS COMMUNICATIONS FACILITY IS R L MEASURES SHALL I I - / SFC'. �, i UNMANNED AND WILL BE VISITED APPROXIMATELY ONCE A MONTH FOR REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY = ,c3 0� s A i•�;i�� GP�p + LINE ( -- -- - ) // MAINTENANCE PURPOSES; THEREFORE IT IS NOT ANTICIPATED TO STABILIZED, AFTER PERMANENT STABILIZATION, PAVED AREAS SHALL BE x� • / �O• n �/� �� 4 Q REPRESENTS LIMITS OF 6• / GENERATE ADDITIONAL NOISE, FUMES, VIBRATIONS, CLEANED AND DRAINAGE SYSTEMS CLEANED AND FLUSHED AS NECESSARY. wP„.•s^ �.•� •, ' i �` �0 p9 + DUST, ODORS OR si -op 0i�i 1h Q� \,P` CLEARING, GRADING AND �� TRAFFIC. / + "�������' ��'� EXISTING ti 00� fiG¢ GROUND DISTURBANCE //3" C NO ADDITIONAL PARKING IS REQUIRED FOR THE PROPOSED USE, AS THIS 9. CONSTRUCTION ACTIVITY POLLUTION PREVENTION NOTE: X00 ,. + I_! / 60-9 / + EROSION AND SEDIMENTATION CONTROL PLAN SHALL CONFORM TO THE R1.�p�O» 4 .! / v 1 MARINA ' / �� IS AN UNMANNED SITE. EROSION AND SEDIMENTATION REQUIREMENTS OF THE NYSDEC SPDES x. `` � "7 \)� l 1 GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION t';;r- j / /// D) NO SOLID OR LIQUID WASTE WILL BE PRODUCED BY THE PROPOSED ACTIVITY.!�� USE, AS THIS IS AN UNMANNED SITE. 1 ,• �Q' ���� V • I r '' / G E) NO WATER OR SEWAGE FACILITIES ARE REQUIRED FOR THE PROPOSED 10. THE CONTRACTOR SHALL USE HAY BALES, SILT FENCE OR OTHER s , ., NYSDEC ' I•al Wetlan Q USE. APPROPRIATE MEANS TO PREVENT SEDIMENT AND DEBRIS FROM WASHING r 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 p r / G AND SEDIMENT CONTROL. •\ I \ v'i9' �'-' ;• _ ` / + !�Q' G) FIRE PROTECTION AND SECURITY PROVISIONS WILL INCLUDE REMOTE � _` �' �� �\\ -n r r �� 71E1ITc0(1:::TIT0HNE :FUBTJHEICsTFSAIcTIEL; " • • 11. ALL TOPSOIL TO BE PLACED MUST BE PROVIDED BY CONTRACTOR. :! ii \ •• •• • / H TY SHALL ALSO BE IN COMPLIANCE • / �\ • �¢/ w ) 12. TAKE MEASURES TO PREVENT POLLUTING AIR WITH DUST AND \ �O. 9T . N / 1C \ WITH CHAPTER 27 OF THE BUILDING CODE OF PROPOSED YORK STATE PARTICULATE MATTER `- • `L 4I !y / ,- AND NFPA 70, FOR ELECTRICAL WORK AND GROUNDING. \ ; lik,%4 fi1199?0,9 \ + / 6?//:/-1- � �\ 13. ALL SLOPES GREATER THAN 1:3 SHALL RECEIVE EROSION CONTROL 6 / ,� 6' ` Q`/ / STABILIZATION FABRIC. REFER TO GRADING AND DRAINAGE PLAN AND ' 8444e1„_ \ `/ •� n ` a LANDSCAPE PLAN FOR ADDITIONAL INFORMATION s 1•16147• '• •• • •i I� \ �• \lit / + PROPOSED 14'-0" HIGH X 6'-0" i`'� �,• WIDE EASTERN RED CEDARS AT ORIENT POINT 2/ fiP �• '•'' // 6'-0" O.C..rY c2 � 6O• 'Sq � / + _ STORM WATER RUN-OFF MANAGEMENT PLAN e�" sFcj s / NOTE: 1. ALL STORM WATER RUN-OFF GENERATED BY THE PROPOSED ' ► ,77,4:19.9 / ` - 00 O'S' a / SHRUBS SHALL BE SET PLUMB. REMOVE TWINE / A 1 19 /� FROM AROUND TOP OF ROOT BALL LEAVE DEVELOPMENT SHALL BE CONTAINED WITHIN THE PERIMETER OF THE ,,yj ,� // 4" DEEP BURLAP IN PLACE, ROLL BACK 1/3 OF BURLAP PROPOSED CONSTRUCTION. +�� \ / 6 �� / SHREDDED WOOD (REMOVE, UNLESS BIODEGRADABLE.) 40200 MAN ROAD p0/ _ / 1 + CHIP MULCH 2. ALL CONSTRUCTION ON SITE SHALL BE PROTECTED BY HAY BALE AND ORE •r NY ,�� �0b/ ' �\� �'� /6's EXISTING BOAT SILT FENCING PURSUANT TO THE MINIMUM REQUIREMENTS OF THE NY STATE STORM WATER DESIGN MANUAL. THESE FEATURES SHALL REMAIN IN _ s LAUNCH RAMP 12" 6" SOIL SAUCER NO�t PLACE UNTIL THE CONSTRUCTION SITE HAS BEEN PERMANENTLY STABILIZED _ s. ON ALL SIDES INFORMATION SHOWN HEREON IS BASED UPON A SURVEY PREPARED BY: 348'41 ______ 0041 s• p. + HAWKINS WEBB JAEGER PLLC, 560 WALT WHITMAN ROAD, MELVILLE, NY 11747, TO PREVENT EROSION. TITLE: Gift ..,�� 44. ,,,„............ k\'X000 ♦ + . ____ _ (631) 732-7777, (DATED NOVEMBER 15, 2014 PROJECT NO: 06-0099) 3. ALL WORK MUST CONFORM TO FEMA FLOOD ZONE REQUIREMENTS. ROADSEXITING • ARCHITECTidal + - \\ ZONING TABLE LATITUDE: 41.15294 (NAD 83) , \ Wetlands ♦ - - • /\\/ \/\\ •, • •. /\\ LONGITUDE: -72.24419 (NAD 83) DATE: MARCH 1„ 2016 S39•44•4p,,� \ - 0A)ispi\ F? EXISTING BAY FINISHED / // BULK ZONING REQUIREMENTS X280-56 FOR MARINE II ZONING DISTRICT ELEVATION: 5'+/-AMSL (NGVD29) PROJECT NO: 14-10823 ENTRANCE GRADE \ \ \\• bzqie / // • ,•.;, . , -• : // � REQUIRED PROPOSED TAX MAP INFO:: SECTION 15, BLOCK 9 AND LOT 8.1 DRAWN BY: JG EXISTING SHORELINE • • •• AYE 9i ROLL BACK \//\ •v • �~ • �l y \\\ \\/ §280-56 MAXIMUM HEIGHT: 35'/2 STORIES 20' (89' TOTAL MONOPOLE) ZONING DISTRICT: 1000 CHECKED BY: TM \ •�� BURLAP 1/3 /� \/\/ //\\/ \ � \� /� / ZONING DESIGNATION: MARINE II \I._ --- ---( \ ---( C-7 \/\ , \ \ \ � §280-56 MINIMUM FRONT YARD: 35' 694'-7" (COMPOUND) SCALE: AS NOTED LEGN-D7 -"( /�\//�\//�\//�\//�\//�\ \/j�\/�/ DRAWING NO: A A ANTENNA CABLE BACKFILL TOPSOIL §280-56 MINIMUM REAR YARD: 25' 197'-8" (COMPOUND) 0' 20' 40' 80' spa:10000o C ITECTURAL SITE PLAN E E ELECTRIC CONDUIT TREE PLANTING DETAIL OMLX�OUREO WITH §280-56 MINIMUM SIDE YARDS: 25 7 -3 (COMPOUND) AR H FERTILIZER AT 1"=40'-0" NORTH SHEET NO: 2 OF 5 TELCO CONDUIT SCALE = 1 " = 40'-0" 0 -T/E T/E- TELCO & ELECTRIC CONDUIT SCALE = N.T.S. THE RATE OF 5 §280-56 AGGREGATE SIDE YARDS: 50' 250'-1 1" (COMPOUND) LBS. PER YARD 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' EXTENSIONLEASE 7/8"0 ANTENNA CABLES TO THE EXISTING CONCEALMENT POLE. A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY A NEW YORK STATE LICENSED PROFESSIONAL ENGINEER (NOT WFC). SIGNED p DASHED LINE REPRESENTS PROPOSED VERIZON WIRELESS 3 AND SEALED DOCUMENTATION FOR THIS WORK SHOULD BE FILED SEPARATELY AND CONCURRENTLY WITH THESE DOCUMENTS. ALL SUCH WORK HAS BEEN PERFORMED O PROPOSED VERIZON WIRELESS MAIN DISTRIBUTION BOXES WEATHER CANOPY ABOVE 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 10KW DIESEL DC GENERATOR WITH \ — ` ` ' ` — ''P a'— ' 1. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH PROVISIONS OF LOCAL, PROPOSED VERIZON WIRELESS STEEL STAIR ,,,; STATE, AND FEDERAL, LAWS, ORDINANCES, AND REGULATIONS WHEREVER APPLICABLE. SOUND ENCLOSURE SET ATOP PROPOSED ELEVATED STEEL CONTRACTOR SHALL COORDINATE AND ARRANGE ALL THIRD PARTY SPECIAL DUNNAGE EQUIPMENT PLATFORM (54 GAL. DIESEL TANK CONTAINED , . `' .' ,:',' , ",i - INSPECTIONS REQUIRED UNDER NYS BC CHAPTER 17. WITHIN GENERATOR ENCLOSURE) j — ' — ` ' ` ' 2. EACH CONTRACTOR SHALL BE HELD TO HAVE VISITED THE SITE AND TO HAVE x x x x / - x xy Tx x x x � � X x �� \ xL x x x �aE \ �- Z (3) PROPOSED VERIFIED ALL EXISTING CONDITIONS PRIOR TO SUBMISSION OF BID. / O VERIZON WIRELESS1.171=.4:-_-_4:„": _ _;. 3. IN ALL CASES, DRAWINGS SHALL NOT BE SCALED FOR INFORMATION. FIGURED "` cw ' ` Q U SECTOR ANTENNAS - �L '� L DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. / � " ;.. RRH - RRH rr�:■ ��:i:r' RRkL, RRH �: MDB MDB / .: _ / 0 z AND (6) PROPOSED .-� _ � �- EXISTING AT&T _EQUIPMENT � : `-'� �' �"` `--�-� "�'"$ w DIPLEXERS MOUNTING 4. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIELD DIMENSIONS PLATFORM - a 0 G °� A R C TT I T E C T S x WITHIN PROPOSED AND JOB CONDITIONS, AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, = . ., Ow.w.. uw.•i.va-.re;w.rxnc N LiJ 20' EXTENSION OF ¢ CONFLICTS, AND/OR OMISSIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY xImmo x 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 COMPLETION OF THE WORK. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND EXISTING MONOPOLE ;*-1-:i•••••• •U P. 631.689.8450 I F. 631.689.8459 ( www.wfcaia.coin O CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY9 1 GENERATOR x Li ARISING THEREFROM. I I - _ M_ O 5. ALL ITEMS OF WORK IDENTIFIED ON THE DRAWINGS BY NAME, NOTE, OR MATERIAL " I I " • • _"'" x s -,i-0 ?C, ' '"" ° 9712 .. ".."`"A `` � a- EXISTING , DESIGNATION ARE NEW, UNLESS OTHERWISE NOTED. 11/11111111111111 - �,� °•� - O ¢ ._ „ BATTERY 3 ,� /i c::,:,'�r''r�R r;,, ,y ,--,,, ENODE ,-- 2,-;..,,,,,\:,..-„:, Et CONCEALMENT �' w..°..�M. r,} -1 POLE WITH 6. ALL NEW MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE I FULLY SHIELDED FLOOD , ; - - ,7�.. ,. , " m:�e ^I o {'�� . . `' 1� << - . . LIGHTS MOUNTED TO © © _ . . ,. .. f;Y y 4 PROPOSED 20' 0" MANUFACTURERS LATEST PRINTED SPECIFICATIONS, AND WITH ALL APPLICABLE CODE x I • xt EXTENSION REQUIREMENTS. Ie WEATHER CANOPY POSTS N ,—+ w. ""..:_1,---t--,j7,,:-.: KK s FI_ _ 1 BENEATH WEATHER i . .: „ tl : `' �, _�i \ 7. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH BEST STANDARD TRADE _ FRONT ; �: CANOPY. TYPICAL FOR (3). i ,� �° %�. ._ ' PRACTICES. EACH TRADE SHALL COOPERATE WITH OTHER TRADES TO FACILITATE JOB REFER TO DETAIL ' ° " w ." 1 \ SCHEDULING AND COMPLETION. • . • • . x 1/A-102.00 �_. './ ...M � s. ,: . ;:.:..:.::'.7---4-7:::::::: x `� . r "/ 8. PROPRIETARY NAMES IDENTIFYING ITEMS OF WORK ARE USED TO DESIGNATE THE - ' °"""� 4 CONSULTANT: STANDARD OF CONSTRUCTION. ITEMS OF EQUAL QUALITY MAY BE SUBMITTED FOR THE 7.7.::: '::::7: " ":ARCHITECTSREVIEW. ,..�.��, , ..�. ...a � , ..., .. °�_;-. 9. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ADJOINING / .,=::::t.,-.-:k. '" �'m' s"` 7:7, .---..' _ '�_°` : �� REMAINING AREAS AS A RESULT OF HIS WORK, AND SHALL REPAIR DAMAGED / �� TELCO / \ "' : ":°°,°,'77- \ ,7: I, :. / \ SURFACES TO THEIR PRE-EXISTING CONDITIONS OR AS MAY BE REQUIRED TO ( itri � POWER I 1 ���. .,, ;I. Q� 01\:::=7,„-2i eM -` ' � j COMPLETE THE ENTIRE SCOPE OF THE WORK. �� t \ 1" \ \ \ x S -� V / V / II 10. ALTERATIONS TO EXISTING WORK SHALL BE PATCHED AND FINISHED, AS 1 a a a i i a a a 1 a a EW FINISHES SHOWN. NECESSARY, TO MATCH EXISTING CONTIGUOUS SURFACES OR N \ I I - x x x x x o, x x x x x x -x x x x 749: x x x xx11. AT THE COMPLETION OF EACH WORKDAY, EACH TRADE SHALL BE RESPONSIBLE 26'-0" FOR CLEANING UP THEIR WORK. RUBBISH REMOVAL SHALL BE DONE IN A DUST ,LINHIBITIVE 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 + ) PROPOSED VERIZON WIRELESS GPS UNITS MOUNTED TO 0 3/3/16 ISSUED FOR REVIEW EXISTING AT&T PLATFORM PILES x PROPOSED WEATHER CANOPY DUST AND DEBRIS, PRIOR TO PROJECT COMPLETION. 1 3/29/16 REVISED PER ATTORNEY/VHB COMMENTS PROPOSED CHAIN LINK FENCING WITH PRIVACY SLATS 13. EXISTING EQUIPMENT AND MATERIALS TO BE REMOVED, WHICH ARE NOT PROPOSED 4'-0" WIDE SWING GATE 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(t20' 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 EQUIPMENT PLAN 8" 1'-4" 2'-8" SCALE = 3/8" = 1 '-0" 3/8"=1P-0" NORTH NO. DATE REVISION 4 KEY PLAN: AREA OF WORK (12) PROPOSED VERIZON WIRELESS 7/81'0 ANTENNAS CABLES ROUTED WITHIN f �� cFonBiawao.o gvr ao,eoi EXISTING CONCEALMENT POLE \ �, 2P-4 1/2 * 2'-4 1/2" 2'-5 1/2" 1 _--- -- _ _ - - J PROPOSED TREES AROUND BACK AND SIDES OF PROPOSED VERIZON WIRELESS i ► I \ COMPOUND TO MATCH EXISTING TREES AROUND AT&T COMPOUND. REFER TO SITE PLAN 1/SP-100.00 AND DETAIL 2/SP-100.00 xcNi a- _`••i • III PROPOSED 13'-0" HIGH CHAIN LINK FENCING WITH PRIVACY SLATS LU ma BATT '; E � I t'd li I T (4) PROPOSED VERIZON WIRELESS GPS UNITS MOUNTED TO PROPOSED WEATHER N .../ in Q CANOPY \ � ..,,,,„m�.ra„ / FRONT o)LA Z y ,,,� ,.w,,,,,1 PROPOSED VERIZON WIRELESS EQUIPMENT CABINETS AND 10KW DIESEL I w z ¢ DC GENERATOR WITH SOUND ENCLOSURE SET ATOP PROPOSED PLAN VIEW w Q z ¢ ELEVATED GALVANIZED STEEL PLATFORM N W w a. J Q p PROPOSED TREES (BEYOND) AROUND BACK AND SIDES OF PROPOSED VERIZON ALCATEL-LUCENT EZBFo STACKABLE - --,-----1 � F- W W WIRELESS COMPOUND TO MATCH EXISTING TREES AROUND AT&T COMPOUND. REFER BATTERY CABINETS SPECIFICATIONS: `I, z TO SITE PLAN 1/SP-100.00 AND DETAIL 2/SP-100.00 WEIGHT: WITHOUT BATTERIES - 636 LBS Z w Z FULLY EQUIPPED - 2628 LBS o NN z z O ¢ EXIST NC AT&T FENCED IN EQUIPMENT AREA TO REMAIN # OF SHELVES: 6 \ BATTERY (Ah): 100 (Ah) 00 z z ¢ < z EXISTING TREES AROUND EXISTING AT&T COMPOUND TO FRONT SIDE 0 0 I- I— z REMAIN PER BATTERY WEIGHT: 83 LBS. - N o �i a3 w /� /� �\ CAPACITY: 1200 Ah ELEV VIEW 0 o w 0 ¢ Q \�� e IX f A� e_�_ a 1f. 14 P....... , �A K----') f. ( ..o A COOLING: FAN COOLED 'F , O 0 > z �- v9scr lir= ,,, j ! I ,4141) C' W 1— F- Z a. 0_. 0O W N )7 0 Q , •• B X X Q ” QBATTERY CABINET DETAILS o W w -H (n _ :: O w n o o I `° °. r, - - III , SCALE = 1/2"=1 ,-0" 0 0 0, o o, u _ I I1H III 1II 'ORIENT r J J J J J 'J'^ PONT 2 Q Q Q Q Q V1p 'I ''11 J O tD tD O O O W [nom ` -1111i C r, V-2" V-6" 2'-2" I I I I I I > g.:. I 'al a0 orn I�co co co 0 (0 Imo •in o :":, ■ Rh`<•.. ° �:: m 40200�MA W, ROAD .4 wL, � * I• ; >E&p , ORENT NY 11957 I 0 0 LI I I I T T If --LTT T T —[ [ [ t [ t t 1,-)_ff [ [ - EPo _ ' "° Z11'' ....,,,=.., _ -I E e ,: • ° ° ° ,° .. ° TITLE: I I I I _ ° ,- EAST ELEVATION F :sem«% , n Li U U U U = _ -H _,itaE,: , ;; I F ° F ; W. ° °° E PLAN / PLAN VIEW _ ,' i p:1J na PROPOSED FENCING '/ < �°` "'„3r,`tt / '` ` '�° `"' EXISTING FENCING / „ / LL__- =l" ,< € ':- DATE: MARCH 1„ 2016 ,e ,,:-, 7, ,`'< ° K' ' PROJECT NO: >;:,:-:.:::=�e. 14-10823 sra ,fie e €,1,v„,, ,g.aw;: (9) PROPOSED VERIZON WIRELESS HELICAL. PILES(f20' OUTDOOR CABINETS NEW _.ikE.,'' '\ ° • e I. ,. DRAWN BY: MC DEEP/CONCRETE PIERS WITH CONTINUOUS CONCRETE PILE ALCATEL-LUCENT LIGHTRADIO CABINET `s CHECKED BY: TM CAP 9712 OUTDOOR CABINET 180KG 1 SCALE: AS NOTED FRONT ELEV SIDE ELEV REAR ELEV DRAWING NO: 0 EAST ELEVATION 1'-4" 2'-8" 5'-4" 9712 ENODE CABINET DETAILS " = 1 '-0" SCALE = 1 2"=1 '-0" SCALE = 3/163/16 1 0 SHEET NO: ® 3 OF 5 ANTENNA MANUFACTURER: AMPHENOL GPS MANUFACTURER: PCTEL PlumbingDiagram: Antenna Notes= ';‘,..'!" ::.?4:"'.'`.! !f ! MODEL NO.: CWWX063X25G00 MODEL NO.: GPS-TMG-HR-26N 9 MANUFACTURER: ALU REMOTE RADIO HEAD (RRH) WEIGHT: 0.6 LBS MODEL NUMBER: B4 RRH2x60-4R RRH (AWS) ANTENNA NOTES: 4-Lines 1 -Antenna WEIGHT: 55.0 LBS 4-D iplxer - uar lexer Electrical/ 11" 6" t I 12.0" 3'2 Antenna Variable Mechanical Antenna ,, ,, 4,7.1-4, ALPHA, BETA, AND GAMMA ♦ Antenna Model QuantityAzimuth Downtilt Downtilt Weight Cablesi 1 ►n 7 00f850-PC SJA1�i1S 850 - Cellular N/A 9 �• z. PCS - EVDO N/A :: - \X X A Alpha 700 - LTE CWWX063)Q5Goo 1 60 6 0 41 (4) 7/8" _i i �r 9• , AWS - LTE SAME AS LTE 3 0 - ,,,,c.," �yi XPCS - LTE SAME AS LTE 0 0 I • .,I „me f. © A. X 850 - Cellular N/A � ` , Al - a T MOUNTING �� ., :f ,, PCS - EVDO N/A BRACKET ' f Y XBeta 700 - LTE CWWX063X25G00 1 240 2 0 41 (4) 7/8 •:!!;.44:11:4‘4,44'4,!-. '14,,,, ,,)f�-.k�, ;, AWS - LTE SAME AS LTE 0 0 i l \ * GPS UNIT ,illllllllllul.16111111��i�ln, _; ARCHITECTS X X \ 1 PCS - LTE SAME AS LTE 0 0 (o ' € . I !III!IIIII!!11III 121 TECHNOLOGY DRIVE, SETAUKET, NY 11733 850 - Cellular N/A __ \ ill „ P . 1 P. 631.689.8450 I F. 631.689.8459 I www.wfcaia.com PCS - EVDO N/A III �, 1 1 il, Gamma 700 - LTE CWWX063X25000 1 350 6 0 41 (4) 7/8" \ = R;r `�, �, AWS - LTE SAME AS LTE 3 0jef,, - -' r C'f/ ti FRONT VIEW SIDE VIEW TOP VIEWMi( \. I PCS - LTE SAME AS LTE 0 0 f t, NOTE �'1..:or,, f,J:: :,.• ``,`. , r EX LIPLEXER l 1. ALL INDICATIONS OF NORTH ARE FOR REFERENCE ONLY. CONTRACTOR TO VERIFY IN FIELD TRUE NORTH PRIOR TO MANUFACTURER: ALU REMOTE RADIO HEAD (RRH) REAR VIEW _, �, ,,Y J , 7A08PA TAC8E3 "A I _ % ,f` SECTOR ANTENNA INSTALLATION. MODEL NUMBER: B13 RRH4x30-4R (700/LTE) 1 2. PROVIDE DOWNTILT AND MOUNTING BRACKETS FOR MOUNTING UP TO A 3-1/2" O.D. GALV. STEEL PIPE. THE WEIGHT: 55.6 LBS . ; ,s. ' //` MODEL NUMBERS FOR THE RESPECTIVE ANTENNAS �`�" r t�' EMPLOYED ON THIS PROJECT ARE #MK509T01. �, 11.8" �, �, 7 5" �, _ eM ro= CONSULTANT 3. INSTALL GPS UNITS AS INDICATED. ANTENNA MOUNTING HARDWARE AS RECOMMENDED BY MANUF. VERIFY EXACT \ $. = • ,, ' • ee°e • • • <4 ' " ' ' Y" ' "� "`-" m_ " -' ' "-" ' ' ' �` MOUNTING LOCATIONS WITH VERIZON WIRELESS RF ENGINEER. e°ee e o ► I l e 4. ADHERE TO MANUFACTURES MINIMUM BENDING RADIUS AND RECOMMENDATIONS FOR ANTENNA CABLE _ __ , . .Fw r �� x rol,C r€rr . xeM I INSTALLATION (TYPICAL FOR ALL ANTENNA - e •o MOUNTING ai xE r:Uat I` ER I CABLES). o, • e e o e • e o BRACKET _ 7AC8BP TA=C8BP'A PA PA 5. PATCH, REPAIR AND RESTORE ANY AREA WHICH IS AFFECTED BY INSTALLATION OF ANY ITEMS WITHIN THE SCOPE • e e o i z:= = "� I N • �e�o • e � r vim ' I OF WORK WITH NEW MATERIALS TO MATCH, ALIGN AND BE CONTIGUOUS WITH EXISTING SURROUNDING SURFACES. __ \ _ 7 = i e o e 000 00 000 0 000000 00 a \ . . ,.° " .�_.°�raW ., ",.- ",., . IMUST BE V.I.F. TAG BOTH ENDS OF ALL TRANSMISSION LINES WITH BRASSTAGS .�.' i, I 6 ALL CABLE LENGTHS DENOTING e I I OIR m I e0 � ioo00 0 00000000 � ,. �.. ._l FRONT VIEW SIDE VIEW I COLOR CODE AND SECTOR. �11�100010010 1011 11000 -7, 74-zEi t�tf� . • c ' 7. ALL EXISTING CABLES TO REMAIN. 11.8" ji, \ ^ . ' ,, :: -- Pa � Ajfitif3 RR� 8. CABLE DIAMETER?0'0 RBH il18' 6001(` FRONT VIEW SIDE VIEW TOP VIEW ISOMETRIC RENDERING NO. DATE SUBMISSION 4, 12.0" 1 8504 Futuna .„ . 00�` I I SECTORS - 7/8" DIA. CABLE (UP TO 100') \ _.. { M „ 0 3/3/16 ISSUED FOR REVIEW SECTORS- 1 1/4 DIA. CABLE (UP TO 200 ) .63 LBS/FT. LmJ'..1 SECTORS- 1 5/8" DIA. CABLE (201' OR GREATER) .70 LBS/FT. MANUFACTURER: ALU REMOTE RADIO HEAD (RRH) 1 3/29/16 REVISED PER ATTORNEY/VHB COMMENTS \ PCS Ay��r� MODEL NUMBER: B25 RRH4x30-4R (PCS) 2 4/18/16 REVISED FRAME FRA MP. WEIGHT: 53.0 LBS 3 4/22/16 FOR FILING TOP VIEW i, 12.0" �, ), 7.2" j, 4 \ o0 0 SECTOR SECTOR 850 LTE-C LTE-A PCS AWS GPS e e-,o ALPHA WHITE GRAY RED ORANGE PURPLE YELLOW BROWN o e o e e o BETA BLUE GRAY RED ORANGE PURPLE YELLOW o e o o e o MOUNTING • e • BRACKET GAMMA GREEN GRAY RED ORANGE PURPLE YELLOW N o e o 0 0 0 N o_�e a ANTENNA DETAILS o 0 0X00 00 0 0 [000 00000 NO. DATE REVISION / = e o e o u0o00 00 000;[i 00 0 00 000 SCALE = 3 4 1 -0 to 0 0 0l \ �oeo • J� • DO {DO OI KEY PLAN: uu u } �, L�- \ ' AREA OF WORK 1, 12.0" FRONT VIEW SIDE VIEW TOP VIEW ISOMETRIC RENDERING `f°"•'"°"°° R°'� °t» , ji 4'"j 4 .•A' •,..std rt e�'. � 2 O 1- _• -.yp.r��, INSTALLATION FOOTPRINT yy ' 1 E"'?�6 � „" m' J b �^6, ,::�' Y kW 7W'10, VAr.rAxAf°�tm,¢it0 , ,, K q i� P DI Generator RRH DETAILS � Yd.:.K.A,�rA��, Y w^ tt E ,_.. With k ` (m ) r a e n , (,•( „ _ .. ..w__ SCALE = 1 " = 1 '-0" `� ,..1 it Engine S eCitications ci�rlt. ( ) -- --] '' o most efficient o,,,v�r Solution for Telecom Backu Using Diesel MANUFACTURER: RAYCAP rei roue,enotn}urn Ratings (continuous) kW MODEL NUMBER: RxxDC-3315-PF-48 I / Description Output voltage 4 i 800 WEIGHT: 21.4 LBS (SYSTEM), 26.9 LBS (TOTAL) :410,/ T` . Polar :: 'u�r nwas er t t"<;-_'t�°I b rµ,:m°t 1`4,.= t.ni -aim7.crra'�,,., ;w, our IszhL'ry,' gr°.1 E'220 xItemz;br with t�'=•: " Is u Engine 3CA1 1' 15.73" 10.25di, , u I Wa.'1,.; .. "-1$g" '>. fa��i; 4 Yate t:" t."d:"€ fi"P d6 I"ta,':it" :`'il ;tp' i-:t:B9.; Sa�<` 'r, 4s�ttaai9t? ET: ' P%°'"et" i / I J sq-. r ,;✓L. Y,f'f a.a,f '4' Ci°°,3^>. 1sti`;" w a r .,n7 Fj" ; d tS Y' ° 1x. f% i+ k* �. `{': 1`,tr°t:,,.;si.0 7.s t d.' Cu' 11,a„ rt_ „.r3 a`1 -lf'' ,',:rtwa.f 4» 'aj.,w'`�°t'wr =``•,:s'� e1'P I".�"�'�€: g • ,, _ S i ,dt -I<.$.'�- SERVICE ACCESS v' r � . r : # ~ y�lindrs 3 Cn•tin ,, . `� \ \ • '>'I :'' f a: °vir s s`- I:ar r4� 3E:: r T ,<>s t� r:',°p='C:" ^f r:4 'C'..:$�o !l: "C�' ,aft'£�.6 P,w�• f,4$ A 15.73" / N t r-a l AC an 1.'4' 1':. ,g4 P;z'a� Power r Inc 'has Lca ° =`,,:`( dat;re will i;l;'cn;;c-anger.' Cylinder Volume .1 liters - �II1-0(EAR • t 1co \I-120NT t( a I'- s-d� f;l 't^ r':�r r'� j�"r !;',n ert%t v . 'i I'rr� l"'. .n1"01"?: :11.7,71,1 %'..i t'e.'°°`tt"fa,:tta°'ri by'"`w''T° r V,,:jI 00 O . �. �} Weight(dry) 110 kg(260 Ins) o O O ® o IL�I/ , . Maximum output i s 10 k�}fP - N O �''ll' o ': �, , Coolant Capacity ity ®® warE in 4 DC output ( OT -46) "$6? .b'3<?8 ', ,�kp1S >!" ,..731pr{Tftit4s'C' r9 „$ vt , N N o o OE ,- Af �� d.^r rri nil �a re$:ett Iii it} �f tiil or If €%r' rIIII ' „ 1"//,74///- ` \ $ ., SII Capacity liters I `LF Iirill n \ J I- , / F I L i �+oeatI ble speed a Pv� P•, 1C° -,e • t•c' td �-"' ,r'' II • MIMI O i� - €t r 'rE,"s .,Ig t€ .r 1t:. t1 1 lie :r;ir: * Generator a d'ri lilt 2~ u xi r,:t€:err€.Y:'5 an 11-'r° tar is,,Mbit/over 120 C°�.0/ Lir Operating Temperature SOC*to 721C L;211,==1 (All*le ntiC crrn p ``°(+crib 0BOTTOM• SAr 4021 ottr i r t 74-iiil'IC'r'•a',Ifr isL4€ >',°:4Ja:lte:i' r€r( a urn r}u, ari �lainf- - VIEW Pr) 00 '4M a:, Va' °I 1.:,4t' ':- 1'h''.'1 powdAr c t:Ll lie fear)ife Fuel Consumption 2 (AWN (calculateadl /ORIENT PONT 2 i, IIII 4 Operating range -s1 "C t +65®C :a. FRONT VIEW SIDE VIEW 6 ELECTRICAL / 18.00 MIN / " Quiet tr t�' mtr a: t° S' r a D Jtt Car€boll 1 tr a: i;r t€�'"!%;sfa Er minions Certification n Tier 4 N : .,�' 0 �, IAN / AREA PENETRATION SERVICE • COVI Ct b".% t .cN.�`t�.=;,' tM"!: cu-� nit -onsif~g, rul :'>r e, ort;irf: 2 FRONT 0 ACCESS +._„t .€ w P iliensio�rs Lrrgth tea5mtr1(. ink { hour # �t xti r r r1t,1� `'t ,=i, 4:i'C"v{f'` €,'""'" s.:6S1,2 Rimole mc,i,lc:r:rx . i"3t":•1 Width: 1 p9t lrttr 17� 7i , �?�rk�rr:># �',z,":°,"a;'w£?�.'r`°.`91 f:'�dC`""t�t RJR�+v °ita°$t.���. Height:6{6ma"�'� `��'�.,��I�j (�1I � BOTTOM -€+: . L w .,. i�70 ,f arra r> rz�' �9 la n €rF` 1, $ % ► 40200 MAV ROAD &; ;`f°: r.„-;5..,!,°„) 6f•li `t8 i t ! t; ?C -` {� lte:j,•m'1 _rttl �~��o {/�,y�•,ry�,• �ry„�� 11957 . 1 " �3 �:L 33.25 ., CA li:. ,t°9 r' r•::r:=.r. ;:f�:'' Ov °fC rc,..i Ira! bat- MAIN DISTRIBUTION BOX DETAILS ` 0 f a / .r 4 MOUNTING ' SCALE = 1 " = 1 '-0" BRACKET 0 TITLE: ;) Cit( ie U UL. .='c d 1,Jel tank ANTENNA AID EQIJPMENT DETAILS, El, - . ..,,.... „... ..„ _.,, , N „1,.. o o 1i Ar'i 1'71 ' ' "1 ,. .d `strip`dot faelfratir'€0 `alial!or, „ � ° ;" r'y� �:��'_ },,, ;� �:� tt� ,, rte MD ANTENNA PL DIAGRAM �r i i g K i I �`t . I "rl CROSSBAND COUPLER MANUFACTURER: RFS y 1• MODEL: FD9R6004/1C-3L \ . \ .. Iib#s „ 8 „ GALV. STEEL MOUNTING PIPE tD- 32.00 , , " r" I °rjr r e tri .L. t 01:= 1C�: for rfL} f WEIGHT: 2.6LBS 1.5" MARCH 1, 20 / / Iv``}� •' � � �,� Rl"'',Ira 5.8 DATE: 16 k bh PROJECT NO: 14-10823 �., .� .,..:•- b 2 n 1 (2) GALV. STEEL PIPE CLAMPS 56.2 / ''•43, ,&.''•'''';"'''' , __._.._ FEL.I€ „ta}d per UL 220�.,r Irt.e ek RRaCt rt t ' :. _ \ DRAWN BY: JG in a,;:Ir 4�;,5'=,,:t.:,k_,ts- .a,r' ,. rr1f Ir,a t 1i€u" f'€c,}r'ttstt�r€=m caL CHECKED BY: : .1 , ... .. ..... ` 61 SCALE: AS NOTED DRAWING NO: r ewe ii` 'ca: '1: www p,Orar wer<con r.'.'aktPtt,rer :u Flal..xx.eiv<wtc FRONT VIEW SIDE VIEW • :4 E :.ti'," 4, 2.2.5:+x€A,,, s,' '1 ? ' # . • etei = ° �} _�a'.m^ DIPLEXER DETAILS GENERATOR INFO .� rt. re : r � fJ,atv:,0-r. .' 0SCALE = 1 " = 1 '-0" SCALE = 1 " = 1 '-0" SHEET NO: ° (1r4141110°F 5 , " BULLET XI2N , r da n i t P„and ,<. , . Proje4,ta." T5' ...,. , . .. .. 1 € nae );:: Pra,p4tall B 13,s;s: 1r` . Dr;ver Info LCC.Info i ......, .... .9.. 'rQl, :#�..-„"::AC e'rtr°! Ln`rtt«. ;