Loading...
HomeMy WebLinkAboutConstruction Drawings w/ Site Plans & Elevations dated 10/7/16 ELIT TOWERS LP. ELITE TOWERS L P 44 WEST JEFRYN BLVD ■ SUITE OS DEER PARK, NY 11729 verizon ELITE TOWERS LP. LAUREL STONE CONSTRUCTION DRAWINGS SITE NAME: LAUREL STONE 4 10/07/16 ISSUM FOR OON3Rd=ON 3 09/29/16 ISSUED FOR OOSTRICIION ' - 2 08/22/16 ISSUED FOR OOt•SIRUCI"ION 7055 MAIN ROAD - , /13/16 ISSUED FOR CUSRd1L'RON D G5/G,/,5 ISSUED FOR GCt`6fRUCIIDN -- D E ^ E n n D 04/06/,5 RENSFD PER COM INIS MATT I T U C K, �N Y 1 ,19 52 Illlvn U C 03/31/15 REMREMSED PER CM&O 15 B101/08/15 RETASED PER QQM�fT1I5 A „/2,/14 I��FOR REMEW PROPOSED 120'-0" CONCEALIVIENT POLE AUG � � Zo,7 : _ e Dewberrye, Southold Town Dewberry Engineers Inc Planning Board 600 PARSIPPANY ROAD _ SUITE 301 PARSIPPANY,NJ 07054 PHONE 973 739 9400 SITE INFORMATION AREA MAP DRIVING DIRECTIONS SHEET INDEX FAX.973 739 9710 PROPERTY OWNER: N r-+ HEAD EAST ON N INDUSTRY CT TOWARD SAXWOOD ST.TAKE THE IST LEFT ONTO SAXWOOD ST SHEET NO SHEET TITLE REV: ,1-` •- CONTINUE ONTO S 2ND ST TURN LEFT ONTO CORBIN AVE TURN RIGHT ONTO PINE AIRE DR TURN y LAUREL STONE SUPPLY PLUS INC i 1 RIGHT ONTO THE SAGTIKOS PARKWAY N RAMP TO KINGS PARK MERGE ONTO SAGTIKOS PKWY TAKE T-1 TITLE SHEET 4 �P NER Al. C op NIc97au,19s S� 7055 MAIN ROAD w - ' - EXIT S1E TOWARD RIVERHEAD MERGE ONTO I-495 E TAKE EXIT 71 FOR NY-24 TOWARD HAMPTON GN-1 GENERAL NOTES 4 �+`�� MATTITUCK, NY 11952 SITE BAYS/CALVERTON. TURN RIGHT ONTO NY-24 S/EDWARDS AVE S, CONTINUE TO FOLLOW NY-24 S - ~ - AT THE TRAFFIC CIRCLE, TAKE THE 3RD EXIT ONTO NY-24 S/FLANDERS ROAD. TURN LEFT ONTO C-1 SITE PLAN & NOTES - 4 ' APPLICANT w _ 0 a r _, �•`- CROSS RIVER DR TURN RIGHT ONTO MAIN ROAD DESTINATION WILL BE ON THE LEFT. „ C-2 COMPOUND PLAN & ELEVATION 4 ELITE TOWERS L.P. 44 WEST JEFRYN BLVD xo SUITE QS a y� C-3 CIVIL/STRUCTURAL DETAILS-1 4 { �' DEER PARK, NY 11729 a „'' ' APPLICABLE CODES C_4 CIVIL/STRUCTURAL DETAILS-2 �� 4 cam • <v CO-APPLICANT - - d -- ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE _ FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES NOTHING IN THESE E-1 ELECTRIC & TELEPHONE RISE DIAGRAM & KEY NOTES 4 YORK LIMBED PARTNERSHIP PLANS IS TO BE CONSTRUED TO PERM,T WORK NOT CONFORMING TO THESE CODES NEW RK SMI, NEW RK SMSA WIRELESS ° E-2 ELECTRICAL NOTES 4 R51 _1 EYI 4 CENTERLOCK ROAD - ',-= BUILDING CODE BUILDING CODE OF NEW YORK STATE - 2015 G-1 GROUNDING PLAN & NOTES 4 'Leixel aSlrsfv$L^W/P6u Bei (nF1;oUtit,Y lcne^/ R IS A vlO SON,UNlE55 WEST NYACK, NY 10994 < THEr ARE act DIRECTION of a ELECTRICAL CODE NEW YORK STATE ELECTRICAL CODE — NFPA 70-2014 NEC G-2 GROUNDING DETAILS 4 LICENSED PROFESSIONAL ENGINEER TO ALTER THIS -' DoCUMENr CO-APPLICANT FIRE/LIFE SAFETY CODE. NEW YORK STATE FIRE CODE - 2014 MATTITUCK FIRE DEPARTMENT fin LIGHTNING PROTECTION CODE NFPA 780-2014 LIGHTNING PROTECTION CODE DRAWN BY IA 1000 PIKE STREET 'r - -,'S•' "'k"'ton MATTITUCK, NY 11952 c'Ck•� SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING REVIEWED BY JWS SITE ADDRESS: r9 r STANDARDS 7055 MAIN RD - - :r`.,- - - AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CHECKED BY GHN MATTITUCK, NY 11952 g.:,--” L"°r11 k e CONCRETE i t co nai�,ro'o' hh I MAP DATA ©2013 GOOGLE GEOGRAPHIC COORDINATES: AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, PROJECT NUMBER 50070398 LOCATION MAP THIRTEENTH EDITION LATITUDE : - 58', ',4329" N ANSI/TLA (TELECOMMUNICATIONS INDUSTRY ASSOCIATION) TIA/EIA-222-G, STRUCTURAL STANDARDS JOB NUMBER 50070399 LONGITUDE:ELEVATION AT 4881" W I•: p,-'-fie` FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES GROUND ELEVATION AT TOWER t28 AMSL �,� - -- . TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS`FOR SITE ADDRESS ZONING JURISDICTION: SITE , .`.. ' TELECOMMUNICATIONS TOWN OF SOUTHOLD - 5.:, "•' INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING _ �N et EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND - ZONING DISTRICT: i, e „ ,-= SYSTEM Y IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC _ 7055 MAIN ROAD - ZONE B - GENERAL BUSINESS ' - EQUIPMENT MATTITUCK, NY 11952 •' , .^:.'' sl ,X' IEEE C2, NATIONAL ELECTRIC SAFETY CODE - LATEST VERSION. PROPERTY DESIGNATION: w q TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS DISTRICT 1000 SECTION, 122 `};.L ANSI T1 311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION BLOCK* 06 "• SHEET TITLE '`����.;;.- LOT 35-4 Y I TITLE SHEET SHEET NUMBER Callbutao,ouma PHONE 0)272-10 OD - - `T— 1 MAP DATA ©2013'GOOGLE - ' GENERAL CONSTRUCTION NOTES: CONCRETE AND REINFORCING STEEL NOTES: CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE 1 ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336,ASTM A184,ASTM A185 1 FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY W FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE ELIT TOERS LP. GENERAL CONTRACTOR - ELITE TOWERS LP 26 NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING FROZEN MATERIALS, 2 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, UNLESS NOTED CONTRACTOR (CONSTRUCTION) SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT OTHERWISE A HIGHER STRENGTH (4000 PSI) MAY BE USED ALL CONCRETING WORK SHALL BE DONE IN ' PROPERTY OWNER - LAUREL STONE SUPPLY PLUS, INC ACCORDANCE WITH ACI 318 CODE REQUIREMENTS ELITE TOWERS L P OEM - ORIGINAL EQUIPMENT MANUFACTURER 27 THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT 44 WEST JEFRYN BLVD STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD 3 REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE WELDED SUITE Q5 2 ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND ELITE TOWER LP PROCTOR DENSITY IN OPEN SPACE ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS'NOTED OTHERWISE (UNO). DEER PARK, NY 11729 PROJECT SPECIFICATIONS WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL JURISDICTION SPLICES SHALL BE CLASS "B"AND ALL HOOKS SHALL BE STANDARD, UNO 3 GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS 28 ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED 4 THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS GENERAL CONTRACTOR SHALL BE FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER OTHERWISE ON DRAWINGS RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO 29 ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER LAUREL STONE PROCEEDING WITH CONSTRUCTION ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION CONCRETE CAST AGAINST EARTH 3 IN ENGINEER PRIOR TO THE COMMENCEMENT OF WORK AND PRIOR TO PAYMENT CONCRETE EXPOSED TO EARTH OR WEATHER 6 AND LARGER 2 IN 4 ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE 30 CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR 5 AND SMALLER &WWF 1 1/2 IN CODES, REGULATIONS, AND ORDINANCES GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT CONCRETE NOT EXPOSED TO EARTH OR WEATHER AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC - - -- - ---- - OR NOT CAST AGAINST THE GROUND - ---- AUTHORITY REGARDING THE PERFORMANCE OF WORK - 31 CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION SLAB AND WALL 3/4 IN 5 ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 32 THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER BEAMS AND COLUMNS 1 1/2 IN CONSTRUCTION DRAWINGS SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS SERVICE, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED) 5 A CHAMFER 3/4"SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO, IN ACCORDANCE WITH ACI 301 4 10/07/16 1SkD FCR CONSTRICTION SECTION 4 2 4 3 09/29/16 1531ED FCR CONSTRUCTION 6 UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, 33 OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER 2 08/22/16 ISSUED FOR CONSTRUCTION APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE MONTH; BY ELITE TOWER L.P TECHNICIANS 6 INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED DRAWINGS PROCEDURE THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR 1 07/13/16,ISSUED FCR CONSTRUCTION 34 NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR O 05/01/15 ISSI FCR CONSTRUCTION 7 PLANS ARE NOT TO BE SCALED THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY APPROVAL WHEN DRILLING HOLES IN CONCRETE SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE D 04/06/15 REVISED PER COMIATTIS UNLESS OTHERWISE NOTED DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED 35 ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS ALL EXPANSION/WEDGE ANCHORS SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE THEREFORE, IT IS CRITICAL TO LATEST REVISION ELITE TOWER L P MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED EXPANSION BOLTS SHALL BE PROVIDED BY C 03/31/15 REVISED PER COMMENTS FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, CONSTRUCTION OF GSM/GPRS WIRELESS SITES' AND "TECHNICAL SPECIFICATION FOR FACILITY RAMSET/REDHEAD OR APPROVED EQUAL [81101/013/15 REVISED PER COMYfN15 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR GROUNDING" IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, TO PROCEEDING WITH THE WORK DETAILS ARE INTENDED TO SHOW DESIGN INTENT MODIFICATIONS MAY THE DRAWINGS SHALL GOVERN 7 CONCRETE CYLINDER TEST IS NOT REQUIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN 50 CUBIC A 11/21/14 ISSUED FCR REIAEW BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED YARDS (IBC 1905 6 2 3) IN THAT EVENT THE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK36 CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR SUPPLIER, CONSTRUCTION IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL (A) RESULTS OF CONCRETE CYLINDER TESTS PERFORMED AT THE Dewberry. 8 THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH SUPPLIER'S PLANT, CONTRACTOR IMMEDIATELY s A9 MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE (B) CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR 37 CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS THE CONCRETE GRADE SUPPLIED 9 IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE FOR GREATER THAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYLINDER TEST Dewberry Engineers Inc CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER 38 INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS 8 AS AN ALTERNATIVE TO ITEM 7,TEST CYLINDERS SHALL BE TAKEN INITIALLY AND THEREAFTER FOR EVERY 50 YARDS 600 PARSIPPANY ROAD PRIOR TO PROCEEDING PROVIDED BY THE SITE OWNER CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OF CONCRETE FROM EACH DIFFERENT BATCH PLANT SUITE 301 - - 10 GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION PARSIPPANY,NJ 07054 BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT WORK 9 EQUIPMENT SHALL NOT BE PLACED ON NEW PADS FOR SEVEN DAYS AFTER PAD IS POURED, UNLESS IT IS VERIFIED �a 7399400 SHALL CONFIRM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION 39 NO WHITE STROBE LIGHTS ARE PERMITTED LIGHTING IF REQUIRED, WILL MEET FAA STANDARDS AND BY CYLINDER TESTS THAT COMPRESSIVE STRENGTH HAS BEEN ATTAINED IV REQUIREMENTS 4llJJ 1Y 11 GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES 40 ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS ro O • C/� 12 ERECTION SHALL BE DONE INA WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN 41 CONTRACTOR, SUBCONTRACTORS AND ANY SITE SPECIFIC PART/ PRODUCT/ CONCEALMENT ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE ALL MEMBERS SHALL BE MANUFACTURER TO FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO MANUFACTURING, Gj \ I �a LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS FABRICATION OR CONSTRUCTION 13 SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL CONSTRUCTION NOTES rV JURISDICTION CONTRACTOR SHALL KEEP AREA CLEAN. HAZARD FREE, AND DISPOSE OF ALL DEBRIS _ + 1 FIELD VERIFICATION 14 WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES THE SCOPE OF CONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK, VERIZON WIRELESS ANTENNA PLATFORM AND ANTENNAS vf%• �. WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES CONTRACTOR SHALL LOCATIONS, AND MATTITUCK FIRE DEPARTMENT ANTENNA LOCATIONS NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS _ -- U,\ PRIOR TO BEGINNING CONSTRUCTION 2 COORDINATION OF WORK tn11rJ' CONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR 15 CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK 3 CABLE LADDER RACK NEW YORK 5-1 CONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK, CABLE TRAY, AND CONDUIT AS REQUIRED TO 16 THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND SUPPORT CABLES TO THE NEW BTS LOCATION IT IS A VIOLATION of LAW FOR ANY PERSON,UNLESS STRUCTURES ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE 70 THE THEY ARE ACTING UNDER THE DIRECTION OF A SATISFACTION OF THE OWNER LICENSED PROFESSIONAL ENGINEER TO ALTER THIS ' 17 THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION DOCUMENT 18 GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS - DRAWN BY IA TO THE SITE AND/OR BUILDING 19 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF REVIEWED BY JWS- CONSTRUCTION UNTIL JOB COMPLETION CHECKED BY ------C7 20 THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH _ ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES PROJECT NUMBER 50070398 21 THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OT 2-A 10-13 C AND SHALL BE WITHIN 25 FELT OF TRAVEL DISTANCE TO ALL JOB NUMBER 50070399 PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION ' 22 ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT SITE ADDRESS ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED - AS DIRECTED BY THE ENGINEER EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES CONTRACTOR SHALL PROVIDE SAFETY - TRAINING FOR THE WORKING CREW THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION 23 ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH 7055 MAIN ROAD EEXECUTION OF POINTS EWORK, SHALL ED, CAPPED, L WHICH WILLNOTTF INTE EE WITH UF EXECUTION THE OTHERWISED OR TED WORK. As THE ATMATTITUCK, NY 11952 RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES 24 THE AREAS OF THE LANDLORD'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE - t4 !' C TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO rR=7 �� PREVENT EROSION Pill SHEET TITLE 25 CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION EROSION !1 GENERAL NOTES SHEET NUMBER GENERAL NOTES C 9 1 SUBJECT PROPERTY IS KNOWN AS DISTRICT 1000, SECTION 122, BLOCK 06, LOT ELITE TOWERS LP. 35 4 AS SHOWN ON THE TOWN OF SOUTHOLD TAX MAPS 2 APPLICANT ELITE TOWERS LIP 87 NORTH INDUSTRIAL COURT, SUITE J ELITE TOWERS L P \ DEER PARK, NY 11729 44 WEST JEFRYN BLVD SUITE Q5 Q / CO-APPLICANT. NEW YORK SMSA LIMITED PARTNERSHIP DEER PARK, NY 11729 d/b/o VERIZON WIRELESS OP 4 CENTERLOCK ROAD yo/ WEST NYACK. NY 10994 3 PROPERTY OWNER LAUREL STONE SUPPLY PLUS, INC LAUREL STONE � 7055 MAIN ROAD 4'9)�eg0 \ MATTITUCK, NY 11952 / A\F FJ `\\ 4 SITE PLAN DATA OBTAINED FROM SURVEY BY AMERICAN ENGINEERING & LAND SURVEYING, P C, STEPHEN E RAVN, P E, L S, DATED OCTOBER 28, 2014 / Q PROPOSED 120' TALL \ 5 THE PROPOSED USE IS FOR TELECOMMUNICATIONS AND IS NOT INTENDED FOR CONCEALMENT POLE PERMANENT EMPLOYEE OCCUPANCY THEREFORE, POTABLE WATER, SANITARY / e `\ \ SEWER AND ADDITIONAL ON-SITE PARKING ARE NOT REQUIRED CONSTRUCTION DRAWINGS / P�`, +� �_zs� C_2 6 FACILITY SHALL BE VISITED ON THE AVERAGE OF ONCE A MONTH FOR 4 10/07/16 ISSUED FOR OONS7RUCRON MAINTENANCE AND SHALL BE CONTINUOUSLY MONITORED FROM A REMOTE 3 09/29/16 ISSUED FOR OOt•SRUCTnON FACILITY 2 08/22/16 ISSI FOR OOt'SRdMON <\ 7 ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLEISSI FEDERAL, STATE, AND 1 07/13/16 IFOR CONSR UCRON m '4 4Jd \` 1 LOCAL CODES, INCLUDING ANSI/EIA/TIA-222, AND COMPLY WITH ELITE TOWERS 0 05/01/15 ISSI FOR CON R LaON L P SPECIFICATIONS D 04/06/15 FEMSED PER COMVII`RS I O o / - ^ ryy goy I B CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" (1-800-272-1000) FOR C 03/31/15 FEMS�PI'RR C'OfrtV4J15 V a�a ,�4e' 8S• \�\ I FALL ZONE RADIUS IDENTIFICATION OF UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION B 01/08/15 FEMS�PER Oa,MfMS ° O +21"� 2- <h>, l 's9 9 NO LIGHTING AT THE TOWER IS PROPOSED OR REQUIRED BY THE FCC OR FAA I A 11/21/14 JISSUM FOR REVIEW 10 THERE WILL NOT BE ANY SIGNS OR ADVERTISING ON THE ANTENNAS OR _ Z6 240'�' EQUIPMENT a fOygfr °� 1B \ I 11 THERE IS NO PROPOSED GRADING REQUIRED FOR THIS LOCATION a, Dewberry Dewberry Engineers Inc. 600 PARSIPPANY ROAD SUrrE 301 PARSIPPANY,NJ 07054 )) ' 73 7399400 S'n FIRIff 129 9 � � 2500 SF) 190, \ z" / \ \ O fi2 PROPOSED 50'x50' ( EQUIPMENT COMPOUND _ --I CENTERLINE OF / e a ACCESS ROAD Z O ( $R 1 AUG 2 4 7 oar (�Rs��49• seg v" d firma,,, �S• Southold Town CH E �4 Aok M1 r°`qT� Po Planning Board 9 NEW YO 6155-1 _ IT IS A VIO ATION OF LAW FOR ANY PERSON.UNLESS y �l _ _ / ''/ ,1. TNEY ARE ACTING UNDER THE DIRECTION OF A 4°$�r \ ,�, ��/'" ^j p 00• \ --- p<0 LICENSED PROFESSIONAL ENGINEER TO ALTER THIS LEGEND: $ a, oh�� i' "� q3/ ,T BULK REQUIREMENTS FOR ZONE B - GENERAL BUSINESS DOCUMENT S 82 1756"W PROPERTY/EASEMENT LINE o : � (4' 5�9 \�ay9/l o , �j REQUIRED EXISTING PROPOSED REMARKS fxishn9 LIGHT LINE WORK AND TEXT o y yq )'rF`9• p`' i " LOT SIZE 71,725 SQ FT DRAWN BY. IA o,, of/i b gp O� NO CHANGE DENOTES EXISTING CONDITIONS �Jo t2 �� / 1 6466 A REVIEWED BY JWS PROPOSED scy°so�$& \ ,N e HEAVY LINE WORK AND TEXT \ °' DENOTES PROPOSED CONDITIONS oO�*F° \ \ \ / LOT WIDTH SO 0F7 105 28 CHECKED BY GHN rF,j �•T� / � NO CHANGE ///? j/J BUILDING/STRUCTURE o 4'✓e sv / cPS �1 l P LOT DEPTH 150 -`-z-*-z— CHAIN LINK FENCE20/ SO Ff 43935 NO CHANGE PROJECT NUMBER 50070398 wr `C l -0- UTILITY POLE \ \ / \ \ N 5`'� LANDSCAPE AREA 35% >35% NO CHANGE JOB NUMBER 50070399 SETBACK LINE � _ � i `?00• � ^ �1 _ ELECTRIC SERVICE — — — — / h o \ <L _ f49'-5" ±291'-6" SITE ADDRESS - - E--- Y SETBACKS FRONT PROPOSED UNDERGROUND POWER & ai SIDE 25 Fi ±42'-8" ±65'-5" T--- TELEPHONE SERVICE 3 TELCO CONDUITS FROM STREET TO "'',c• y�`�i �GJ AMSL ABOVE MEAN SEA LEVEL C-4 PROPOSED EQUIPMENT COMPOUND j, 50 FT ±102'-6" ±138'-3" AGL ABOVE GROUND LEVEL d BOTH SIDES 35 FT ±295•-6" ±85'-4" z 11259 SPOT ELEVATION / HEIGHT REAR 35 FT > 35 FT 120 FT 70-55 MAIN ROAD -- 108--- EXISTING CONTOUR r-1 I ITUCK, NY 1 1952 DISTANCE PROPOSED POLE TO MAI 108 PROPOSED CONTOUR FACILITY TO NEAREST - - HOUSE = LIMITS OF DISTURBANCE RESIDENTIAL STRUCTURE ±496'-3" DISTANCE PROPOSED LIMITS OF DISTURBANCE FACILITY TO NEAREST POLE TO WITH SILT FENCE PROPERTY LINE WITH - - R-40 = SHEET TITLE RESIDENTIAL USE ±420'-9" rvwv�^r,-w BRUSH UNE HEIGHT OF ANTENNA SITE PLAN SUPPORT STRUCTURE 80 FT - 120 FT & NOTES NATES, SITE PLAN / , SCALE 1"=60' FOR 11"x17" I DISTANCE OF ±319•_8" - SHEET NUMBER 1 EXISTING MONUMENTS ARE NOT TO BE 1"=30' FOR 22"x34' POLE TO STREET - - DISTURBED 0' 30' 60' NOTE, COMPOUND LOCATION IS WITHIN 500 FEET TO RESIDENTIAL DISTRICTS C 1 - C 8 PROPOSED FIRE FLIT TOWERS LP. DEPARTMENT WHIP C-4 ANTENNA TOP OF PROPOSED FIRE DEPARTMENT WHIP ANTENNA ELITE TOWERS L P ELEV = 132'-0"'.L 44 WEST JEFRYN BLVD SUITE 05 50'-0" DEER PARK, NY 11729 PROPOSED (3) VERIZON WIRELESS 36"4 TOP _TOP OF PROPOSED CONCEALMENT POLE ANTENNAS MOUNTED INSIDE n n ELEV. = 120'-0' A G L x x x x x x x x x x x x CONCEALMENT POLE (BY OTHERS) IIII o p CL PROPOSED NVNPoZON WIRELESS — — — — - — Iliii Y OTHFRq) ELEl ,15'-6"AGL. LAUREL STONE B0710M_OF ANTENNA SECTION Tf X ELEV 110'-0"A G L II X II - -CL OF FUTURE ANTENNAS I I ELEV = 105'-0"A G L X I �� -- - - ----- - "-_---- ----- — BOTTOM OF ANTENNA SECTION _ II CONSTRUCTION DRAWINGS ELEV = 100'-0"A G L - - 4 10/07/16 I"n FOR GO<`SR.C00N I H X I 3 09/29/16 ISSUED FOR OOISRZflON II CL OF FUTURE ANTENNAS 08/22/16 ISSI FOR OCN5TRl_CnON X 10'x20' EQUIPMENT ? t, i ELEV = 95'-0' A.G L 07113116 ISS FOR CIXSIRIX.'IION AREA I .=' '�-. BOTTOMOF ANTENNA SECTION - ' PROPOSED VERIZON WIRELESS X ELEV _90'-0" AG L H 0 05/01/15 ISSUED FOR OC/Sf 4=0N 11 S x 12'x30' EQUIPMENT AREA WITH D 04/06/15 REASED PER COMIANII OVERHEAD WEATHER CANOPY - _CL OF FUTURE ANTENNAS C 03 1/15 REMSED PER 000,1045 (BY OTHERS) PROPOSED 6' HIGH II ELEV = 85'-0" A.G L B 101/08/15 IFUSED PER OOMEIlS C PROPOSED 120' TALL X CHAIN LINK FENCE H A 11/21/14 ISSLED FOR RENEW CONCEALMENT POLE I C-3\ E3 OR 1p F=:? F=`1 F:=l E E OM 8F0-0" A GALSECTION - " II X - X I I — —CL OF FUTURE ANTENNAS ; Dewberry 20'-0" �j PROPOSED FIRE I ELEV = 75'-0" AGL 10 DEPARTMENT CABINET C I I ON 4'-0" X 7'-0" C_q BOTiOM_OF ANTENNA SECTION - H o - CONCRETE PAD ELEV 70'-0" A.G L I Dewberry Engineers Inc. N ---- -------------I PROPOSED 120' I I - _CL OF FUTURE ANTENNAS 600 PARSIPPANY ROAD I X TALL CONCEALMENT POLE SUITE 301 PROPOSED 4'-0" X 5 I I I v ELEV 65'-0" AGL PARSIPPANY,NJ 07054 X 7'-0' (28 SF) I I BOTTOM_OF ANTENNA SECTION 739- - — — I CONCRETE PAD C-4 I ELEV 60'-0"A G L PHONE 07731804110 i� I PROPOSED FIRE I X DEPARTMENT 3 OF NEW I II UNDERGROUND POWER C-4 I AND TELCO CONDUITS X 5o oQ�E ��- xll�\ ,Q 10'x20' EQUIPMENT I I 10'x20' EQUIPMENT I I - Co .q� x AREA I AREA I I PROPOSED FIRE r rQ I DEPARTMENT 7/8"0 ,AA IIX COAX CABLE TO BE—____' N I I I ROUTED INSIDEV r� "� ';Y7�,..•-+� II CONCEALMENT POLE X I L- - - - - - - - - - -j I PROPOSED FIRE6 i I x PROPOSED VERIZON WIRELESS 9'-0" O "-;"" DEPARTMENT OVERHEAD I PROPOSED MESA 2 TALL OVERHEAD WEATHER CANOPY CABLE TRAY C-4 II CABINET C_q (BY OTHERS) x I 6' WIDE I PROPOSED FIRE r— 3'-11" _ —U� C53 PROPOSED ESS GATE PROPOSED 50'x50' (2500 SF) NEW 5-1 — — — — DEPARTMENT 7/8"0 I /T COAX CABLE TO BE � — I EQUIPMENT COMPOUND ROUTED INSIDE I _ R IS A VIOLATION OF lAW OR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A X CONCEALMENT POLE 7 5 PROPOSED 6' HIGH PROPOSED MULTI-METER 1 LICENSED PROFESSIONAL ENGINEER TO ALTER iH15 `r 7'-O' i C CHAIN LINK FENCE RACK WITH 800 AMP C DOCUMENT � —Hx x x —2'-0' C-3 SERVICE C-4 DRAWN BY- IA 1'-0" PROPOSED PAD x �C x < MOUNTED TRANSFORMER PROPOSED MESA 2 PROPOSED 50'x50' 2500 SF — CABINET EQUIPMENT COMPOUND O / \ O O ( (BY OTHERS) C-4 REVIEWED BY JWS PROPOSED PAD MOUNTED — — — — — — �— — '� — — — — — — — — — TRANSFORMER (BY OTHERS) i �, r r y CHECKED BY G.NJ PROPOSED BOLLARD (TYP) Existing Grade ,{, f r„ PROJECT NUMBER 50070398 El- 430 AMSL C PROPOSED (2) 6' WIDE C_q PROPOSED MULTI-METER RACK PROPOSED UNDERGROUND POWER &e - _ JOB NUMBER 50070399 ACCESS GATE 1 WITH 800 AMP SERVICE TELCO CONDUITS FROM STREET TO C 3 44"0 BASE C-3 PROPOSED EQUIPMENT COMPOUND - SITE ADDRESS - - NOTES 1 PROPOSED 120' CONCEALMENT POLE AND CONCEALMENT POLE FOUNDATION TO BE DESIGNED BY NOTES, COMPOUND PLAN OTHERS 2 CONCEALMENT POLE FOUNDATION SHALL BE DESIGNED TO SUPPORT THE CONCEALMENT POLE 7055 MAIN ROAD 1 ALL DISTURBED AREAS OUTSIDE OF COMPOUND SCALE,1"=10' FOR 11"x17" I BUILT TO CAPACITY UTILIZING A GEOTECHNICAL INVESTIGATION BY A LICENSED NY P E SHALL BE RESTORED TO EXISTING CONDITIONS 1"=5' FOR 22'X34" - MATTITUCK, NY 11952 3 THE CONCEALMENT POLE AND FOUNDATION SHALL BE DESIGNED PER THE TIA-REV F STANDARD. 2 PROPOSED GRADES TO MATCH EXISTING GRADES, 0. 5 10 IT SHALL PROVIDE A STRUCTURAL ANALYSIS OF THE CONCEALMENT POLE PREPARED BY A ' UNLESS OTHERWISE NOTED LICENSED NEW YORK PROFESSIONAL ENGINEER CERTIFYING THAT THE PROPOSED CONCEALMENT POLE AND FOUNDATION HAVE SUFFICIENT CAPACITY TO SUPPORT ALL PROPOSED ANTENNAS, SUPPORTS AND APPURTENANCES AND COMPLIES WITH THE CURRENT NEW YORK ADOPTED BUILDING CODES AND TLA CRITERIA SHEET TITLE 4 THE LISTED IN THCE STRUCTURAL ANIS ALYSIS SO CONFIRM CERTIFICATION, PRIORANY ATO ALL ATTACHMENTS MATCH THOSE COMPOUND PLAN & ELEVATION SOUTHWEST ELEVATION ( 'I SHEET NUMBER SCALE.1"=20' FOR 11"x17" 2 I! I 1"=10' FOR 22"x34 2017 0' 10' 20' C 2 Ptannlno RuaTd - C ELITE ELITE TOWERS LP. TOWERS LP FENCE POST 8'-0" O.0 SE ELITE TOWERS L P FOR INFORMATION OR CONCERNS 44 WEST JEFRYN BLVD DRAWSTRING RUNNING REGARDING THIS FACILITY SUITE Q5 FABRIC SECURED TO POST THROUGH FABRIC ALONG TOP PLEASE CALL 1-800—XXX—XXXX DEER PARK, NY 11729 WITH METAL FASTENERS AND REINFORCEMENT BETWEEN OF FENCE m LAUREL STONE FASTENER AND FABRIC 3/4"WASHED STONE THIS IS AN ELECTRONICALLY MONITORED SILT ACCUMULATION 3/4"CRUSHED STONE FACILITY CONTACT THE NETWORK ASTM C33,SIZE No 57 MANAGEMENT CONTROL CENTER LAUREL STONE r2"(MIN) PRIOR TO ENTRY CHAIN UNK FENCE 0 50 ND R P C NO TRESPASSING N COMPOUND AREA WITH 3/4"GRAVEL SURFACING, IT 00000000000000 000000000 4"MINIMUM 00000000000000000000000 1_O RED / \^/ 4'(MINT _ _,;,,; ;_: CONSTRUCTION DRAWINGS EXISTING GRADE NON- G ATN DBA RIR BIC ) NOTE. 4 10/07/16 ISSUED FOR CON5TRUCDCN GRADE TO DRAIN 3 09/29/16 MED FOR CONSTRUCHON 6" "IMPAR,HEAW GRADE"BY R:EMAY, " 1-800-321-6271 OR APPROVED EQUAL 1 SIGN TO INCLUDE BLACK LETTERING EXCEPT AS 2 OB/22/16 ISSUED FOR CONSD'3X.'IION NOTED, ON WHITE BACKGROUND, ON METAL WEED BARRIER- COMPACTED " CONTACT ELITE TOWERS PROJECT MANAGER FOR 1 07/13/16 ISSUED FOR CCNb"IRUCDON DIG 6"DEEP TRENCH,BURY FABRIC LANDSCAPE SUBGRADE EXACT TELEPHONE EMERGENCY NUMBER 0 05/01/15 ISSUED FOR CONSTRUCRON BOTTOM FLAP,TAMP IN PLACE COMPACTED SUBGRAOE FABRIC OR EQUAL D 04/06/15 REM93l Pc72 COtih1;TJ15 SILT FENCE DETAIL ��� GRAVEL SURFACING DETAIL i"' � GRAVEL ACCESS AREA DETAIL EMERGENCY SIGN DETAIL D 03/31/15 REVISED PER COMMENTS SCALE N T S I SCALE NTS L SCALE N T S `� SCALE N T S 4 B 01/08/15 REVISED PER COMMENTS A 11/21/14 ISSUED FOR REVIEW Dewberry Dewberry Engineers Inc 600 PARSIPPANY ROAD SUITE 301 ''�J^^I'^'u' PARSIFP 73 NJ 07054 1 GATE POST, CORNER, TERMINAL OR PULL POST 2-1/2"0 SCHEDULE 40 FOR GATE WIDTHS UP TROUGH 4 FEET PER D V I1-' 'I// 2 9737399400 ASTM-F1083 llvJJ Lir U ILf�" O,FAgs 'w- 710 2 LINE POST. 2"0 SCHEDULE 40 PIPE PER ASTM-F1O83 r 3 GATE FRAME 1-1/2"0 SCHEDULE 40 PIPE PER ASTM-F7083 AUG Gj 4 2017 4 TOP RAIL& BRACE RAIL 1-1/2"4 SCHEDULE 40 PIPE PER ASTM-F1O83 5 FABRIC 12-GAUGE CORE WIRE SIZE 2-INCH MESH, CONFORMING TO ASTM-A392 Southold Town 6 TIE WIRE MINIMUM 11-GAUGE GALVANIZED STEEL AT POSTS AND RAILS A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE Planning Board E:: U BY HOG WITH FABRIC 14-GAUGE, 4-POINT BARBS SPACED ON APPROXIMATELY 5 INCHES CENTERS (BLACK) 7 TENSION WIRE 7-GAUGE GALVANIZED STEEL ' 8 GATE LATCH DROP DOWN LOCKABLE FORK LATCH AND LOCK. KEYED ALIKE FOR ALL SITES IN A GIVEN MTA FINISHED GRADE- MATCH SLOPE �p ` 6155' 9 HEIGHT = 6 FEET VERTICAL THICKNESS AND MATERIAL OF EXISTING CONDITIONS OR AS CH E 10 ALL FENCE COMPONENTS SHALL BE GALVANIZED, EXCEPT CHAIN LINK FENCE, IN ACCORDANCE WITH ASTM A123 "ZINC (HOT-DIP DIRECTED BY THE ENGINEER NEW YO 6155-1 GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS" R IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS TYPICAL CHAIN LINK FENCING NOTES 28"* THEY ARE ACTING UNDER THE DIRECT OF rL GATE � GATE THEY PROFESS100CUMEM EER TO AL ALTER THIS (INSTALL FENCING PER ASTM F-567,SWING GATES PER ASTM F-900) SUPPORT ARM POST POST CORNER, GATE, 6'-0" '• WARNING TAPE END OR PULL TOP BRACE CUR OPNG CPR OPNG. DRAWN BY IA POST RAIL TOP RAIL TOP BRACE RAIL U_ REVIEWED BY JWS —III— _ _ ——— — =I -I I CHECKED BY - GHN GATE LATCH w LOCK z __ _____ - / s I�III ---- --- -__---III�I PROJECT NUMBER 50070398 ` STRETCHER z II PROJECT 1"ABOVE Oj STRETCHER BAR =m GROUND AND SLOPE io ---- -------- DIAGONAL ROD w/ oI 0� EXTERIOR I ALL AROUND (TYP) BAR I -III _-_________—___— UNDISTURBED STEEL TURNBUCKLE is 0 Y S, JOB NUMBER 50070399 ZZ DIAGONAL ROD — I BOTTOM TENSION 0 D ' SFAC w/STEEL =_________= SITE ADDRESS 3 WIRE IDE TURNBUCKLE _ III ------------- III CLEAN FILL (CONTROL .o - ----------- - :-oI_ 6 * 6 —I COMPACTED IN 12" LIFTS) O: FINISHED GRADE TENSION FINISHED GRADE CROWN FINISH GRADE - _ OR EXISTING WIRE OR EXISTING _ (MIN) (MIN) GROUND GROUND OR GROUND II 1- /2" MAX `1T1 `. G�II `� ,: III I I �_ + + + + —� 7055 MAIN ROAD III z CLEARANCE 1_1/2• MAX I I z_ .z 1-1/2" (MAX) GATE III - FROM GRADE II I II I FRAME I I I = I I - CLEAN SAND CONCRETE FOOTING�III� n CLEARANCE 1'-D"--.-Lu " u i i I i MATTITUCK, NY 11952 (4000 PSI) FROM GRADE MIN _ I-J L III—III— I I-I I I-I I TWO (2) 4" PVC 1'-O" "� CONCRETE FOOTING -III—III—I I— I I I I CONDUITS FOR ELECTRIC MIN (4000 PSI) NOTE,. TWO (2) 4" PVC CHAIN LINK, CORNER, GATE MINIMUM SEPARATION PER TELCO AND UTILITY CONDUITS FOR TELCO SHEET TITLE END OR PULL POST DETAIL CHAIN LINK FENCE DETAIL CHAIN LINK GATE DETAIL COMPANY REQUIREMENTS CIVIL/STRUCTURAL DETAILS-1 SHEET NUMBER FENCE COMPOUND DETAILS/ NOTES 4" PVC UTILITY TRENCH DETAIL SCALE NJ S - - 6 C - 3 SCALE N T 5 85 37" 30 94" 12N�0 ELITE TOWERS LP. 3-1/2" OD UNISTRUT PIPE/CONDUIT CLAMP P1119 OR /� �� POST P2558-35 (GALV) (TYPICAL) FOLLOW MFG ELITE TOWERS L P RECOMMENDATIONS FOR BOLT TORQUE // \\ SUITE44 Q5 JEFRYN BLVD / a FINISHED GRADE- MATCH SLOPE DEER PARK, NY 11729 -- 'r¢ THICKNESS AND MATERIAL OF MAIN DISCONNECT N 28"* DIRECTED BY NG DTHE ENGINEER TO BE FIELD DETERMINED SWITCH, TYP 3"0 SCH 40 METER BANK 'MA' II / o WARNING TAPE LAUREL STONE PIPE (GALV) NAMEPLATE TYP (SEE NAMEPLATE TABLE 1 3"0 RGS ORNAMEPLATE SHEET E-2) iL 1 -------�----_ (GALV TYP) PIPE CAP (TYP) MESA PRE-INSTALLED I DISTRIBunDN PANEL PLAN VIEW I—III— _– -----------– --I --I Wo ® o =I I _ -= _ III CONSTRUCTION DRAWINGS LL 0 Q UNISTRUT P1001 GALV I -- _ __________-_-_-_ —I 4 10/07/16 I'M FOR OON51RUCDON 9 0 -III _-_ -_---_---_---_ = UNDISTURBED 3 09/29/16 ISE; FOR OCN57RUCI1ON LL 0 0e _ 2 08/22/16 ISSUED FOR CONSTRUCTION _-__-_- _ -__- _ m 0 -III -------------- 1 07/13/16 ISSUED FOR CCPbTRl1CDON • u r' - ______________= CLEAN FILL (CONTROL 005/01/15 159.1ED FOR OCf'SIRX.'110N I_ 6 * 6 —I COMPACTED IN 12" LIFTS) D 04/06/15 REVISED PER OOM.24TS FINISHED GRADE - - _ (MIN) _ (MIN) III C 03/31/15 REMSED PER ODAENTS I= t t I B 01/08/15 FUSED PER COMMENTS 10"0 PLAIN _ -}�---_r- A 11/21/14 ISSUED FOR!DAEW N CONCRETE PIER " ICLEAN SAND (1) 2" PVC CONDUITS Dewberry® PROVIDE WATERTIGHT HEAVY STRONGWELL BOX III—III—I I— I I I I FOR ELECTRIC DUTY METER SOCKET NOT Dewberry Engineers Inc COVER ON SPARE SOCKETS FOR TELCO CONDUITS 600 PARSIPPANY ROAD (TYP OF 4) MINIMUM SEPARATION PER TELCO AND UTILITY SUITE 301 COMPANY REQUIREMENTS PARSIPPANY,NJ 07054 PHONE 9737399400 • FRONT VIEW SIDE VIEW FAX 973 739 9710 METER BANK MOUNTING DETAIL MESA CABINET 2" PVC UTILITY TRENCH DETAIL SCALE N T S 1 SCALE N T S SCALE NTS `J �Q' Q�e R M. 6 IN. 0, 2500 PSI rIN E } , �., r !_fp O CONCRETE FILLED, SCH 40 STEEL PIPE �v s �A, z BOLLARD POST CAP (TYP) y .:ZS{�;.� �L" D o AUG 2 � 2017 1/2" CROWN HEAVY DUTY c GRIP-STRUT' I, z I I 2'-0"WIDE Southold Town 1, -' Plannin Board IT IS A VI F ERSON.UNLESS W WAVEGUIDE 9 THEY ARE DIRECTION OF A W LICENSED PROFESSIONAL ENGINEER TO ALTER THIS F,7:7 IIS II I II—� ¢o "_ W DOCUMENT 2500 PSI CONCRETE z z Superior eriornow. � FOOTING O 2 — SNggArtT LSp.L^L79_=09Ils P P DRAWN BY IA .- CROWN EACH FOOTING barabb 00.rBbbC A N,rsel Company 2"AFG �I ,.� •r`, I }_,�; ( REVIEWED BY JWS a FINISH GRADE CHECKED BY GHN e"Tn(w GJln inbr"ua9 . _�i(aon)_ _____ toi(e). �#I` j- 't-`.}l€yyt€. y 1' ?<i.A>=^3 `.)-' `+ V°cE��vMmazxxdrtglarnc_bceF_onn¢+_c(a_r,al'lWa_M�e)_m)__-,._-_-_•-_-...._._ n°'w -__._�-__-_--.--02--,-dei vo-elzara*ome-+�.m.___ -_-__-M- �. PROJECT NUMBER 50070398 3"} t— J - ls(pmm16 if AJOB NUMBER. 50070399 COMPACTED SUBGRADE eBc1Eegre, BOLLARD DETAIL 4 1'-O" CONC FOOTING w SITE ADDRESS SCALE NTS (4000 PSI) ti) I Mechan¢al Spedfintlms -,-_ _ a __ _ 4 NOTES ?.: 1 CABLE BRIDGE SHALL BE SITE PRO 1 GRIP STRUT �} y, } 9-Fpe /WW M 6 x 6 - W2 0 x W2 0 TRANSMISSION LINE BRIDGE KIT(P/N 1 B24D-216T3 OR _ l�(` ReEIaL-g elv!re 104 6"THICK APPROVED EQUAL 7055 MAIN ROAD CONCRETE SLAB AT MID-DEPTH OF SLAB +w+w '=;,•`+y�� '• - _ wegm_._. �_ey 0�) Bs3(3t) _ 5" 2 ALL COMPONENTS SHALL BE INSTALLED ACCORDING TO %- .`" '°'�' Mommegl+maezmlo�4m5p- __ clarp00s.cGmpolS,Cla+p110,vCmytaw__x MATTITUCK, NY 11952 6,. _ _ _ --- -_._.- V kg V.)_..___.- I&16(40)------ MANUFACTURER'S SPECIFICATIONS. ,Imu1o•1nn.r�uu.rerv,cbcAc..e b!wrre4_ _._ 1�r)._-- 331? (11a< 0j • r 3 REQUIRED QUANTITY OF ALL bo- Mnw¢'q ooKg�alvs _ uM.ers m-t • x—r-x—x. X.—z,�-X= CONTRACTOR SHALL DETERMINE 0 0 I Ei'rcRToxa�Omxr nmzEnsons - .---- CABLE BRIDGE COMPONENTS tm•:a.:�. rjv-,� I INa xs l¢n,o1,6 Egvinmgvnta Speafiw6zns- - 4 SNAP-IN HANGERS, SPLICE KITS, HINGE KITS, EXTENSION KITS, iws.76T',�° — ., 7emxamre-3e _""'-,-'ro�Fj-_- „a0 b-:dOJ4010 fO)=`�Y� •° o'o 0 ooA690 °c yRn,u lw,,,a,n ww tnam�O AmalFaigiam Ewe !0..,..,,^?Ofl..,._,.. _ 018(sq..- SHEET TITLE s STIFFENERS, AND OTHER MISCELLANEOUS HARDWARE SHALL BE acbxrnrucw `wigLoadm Araa(12_ke) erg) ;_Osz Lsw74 v PROVIDED BY THE CONTRACTOR AS REQUIREDgasaxAdseccblm ce) � R�F �� 6, „ kyn,4•�m e' owma b��gp¢as�¢s)Y- rmlm, – --=s,xl+� -- --- - CIVIL/STRUCTURAL �, '�a. 5 CABLE BRIDGE SHALL IU ROUTED TO ACCOMMODATE THE u,ou mroaa oT-?uv+m{ pono.�) ,-__RL�) _ 3<Ts� y,___-, MINIMUM BENDING RADIUS OF THE COAXIAL CABLE (Rn"d'er Awvde3 TY mr.� =Trio 7_rvrev(100 rtgl,No te) CLEAN STONE - pBr�tivgnpmemltcOnVhnuce,.___ .______ ._----___ DETAILS-2 NOTE, 6 CABLE BRIDGE COMPONENTS SHOWN ARE SCHEMATIC, SD314-HF2P2SNM(DOO) CONSULT MANUFACTURER FOR EXACT AND CURRENT SPECIFICATIONS FIRE DEPARTMENT WHIP SHEET NUMBER 1 TOTAL AREA OF CONCRETE PAD IS 4'x4'=16 SQ FT CONCRETE PAD DETAIL CABLE BRIDGE DETAIL, FIRE DEPARTMENT CABINET DETA� ANTENNA DETAIL o SCALE N T.S 5 SCALE N T S V SCALE N T S SCALE N T S U C - 4 KEYNOTE SYMBOL 10,02 ETC l0(2) 4" PVC SCH 40 CONDUIT WITH PULLWIRE FOR TELEPHONE ELITE TO YY L'RS LP. SERVICE TELCO WILL PULL TELCO CABLES EC. SHALL COMPLY WITH TELCO COMPANY REGARDING POLE RISER ELITE TOWERS L P. 44 WEST JEFRYN BLVD O#2/0 AWG BCW. CONNECT TO FACILITY GROUND RING TO BE SUITE Q5 CADWELD ON SERVICE GROUND ROD DEER PARK, NY 11729 03 5/8" DIAMETER X 10 FEET COPPER CLAD SERVICE GROUND ROD - ®(1) OUTDOOR 4-METER SOCKET METER STACK SECTION OF METER 4 LAUREL STONE BANK TO BE IDENTIFIED 'MA', 1-PHASE INPUT, 1-PHASE OUTPUT, 14 120/240VAC, 3-WIRE 200A MAXIMUM PER SOCKET SQUARE D OR APPROVED EQUAL SEE-DETAIL ON DWG C-4 11421 2072- (1) N1 O5 (1) OUTDOOR MAIN LUGS SECTION OF METER BANK BOOA MINIMUM, M 120/24OVAC, 1-PHASE, 3-WIRE SQUARE D OR APPROVED EQUAL _ - - - SEE DETAIL ON DWG C-3 s " M 5 9 CONSTRUCTION DRAWINGS © SPARE METER/DISCONNECT SWITCH COMPARTMENT FOR FUTURE 6 N3 NEUTRAL - 4 10/07/16 IISSUED FOR OOISIR.IC7ON CO-LOCATOR N3 309/29/16 ISSUED FOR 07Nb"fRl1C7IXN 07 MESA CABINET TO BE PROVIDED BY ELITE TOWERS 6 GROUND 15 2 08/22/16 ISSUED FOR CUSDd1CIlON INSTALLED AND WIRED BY E.G SEE DETAIL ON DWG C-4 N3 7 1 07/13/16 ISSUED FOR O0NS Rl1CDON 11 13 8 0 05/01/15 ISSUED FOR COISTRUCDON ® SC _ SETS OF (3) 60OMCM COPPER CONDUCTORS IN (2) 4" PVC SCH 40 CONDORS E.0 SHALL COMPLY WITH UTILITY COMPANY'S - UNDERGROUND SERVICE AND POLE RISERS AND,CABLE SLACK ABINA D 04/06/15 MASED PER COMMENTS ci C 03 1/15 REMS D PER COMM01lS REQUIREMENTS UNDERGROUND ELECTRIC SERVICE SHALL BE iN4i B 01/08/15 ROOSED PER OOMMEMS BOCA, 120/240VAC, 1-PHASE AND 3-WIRE c A 11/21/14 IISSUED FOR RENEW (SERVICE AND SIZES TO BE CONFIRMED BY UTILITY COMPANY) ^ 09 EXISTING UTILITY POLE TO BE UTILIZED (# XXX) I Dewberry � TO FUTURE CARRIERS 11 TF/ 10 4" PVC SCH 80 STUB-UP CONDUITS CAP END TO BE DETERMINED —T E I T - 11 (1) #1/0 AWG IN 3/4" PVC SCH 40 CONDUIT SUPPLEMENTAL E I" Dewberry Engineers Inc. GROUNDING CONDUCTOR --- - �y,�D 600 PARSIPPANY ROAD SUITE 301 12 PVC TO RGS ADAPTER AND COUPLING, TYP 8 1 PARSIPPANY,NJ 07054 3 8 ��1'73'07 71037399400 136" WIDE WARNING TAPE 12" MINIMUM ABOVE BURIED CONDOR, TYP 2 14 NAMEPLATE, TYPICAL SEE NAMEPLATE TABLE NOTE ALL CONDUCTORS TO BE COPPER UNLESS OTHERWISE NOTED 15 PAD MOUNTED TRANSFORMER TO BE DETERMINED BY UTILITY COMPANY u RISER DIAGRAM k Co SCALE N T SLu AeV RIGID STEEL CONDUIT PLUG CH E NEW YO 6155-1 RIGID STEEL , CONDUIT IT IS Ay OF LAW FOR ANY PERSON,UNLESS COUPLING - THEY_ HEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS GRADE DOCUMENT io DRAWN BY IA 6"WIDE UTILITY - "- REVIEWED BY JWS WARNING TAPE CHECKED BY GHN iN PROJECT NUMBER 50070398 JOB NUMBER. 50070399 RIGID STEEL CONDUIT SITE ADDRESS ' - - _ NAMEPLATE TABLE - - RIGID STEEL TO - PVC ADAPTOR TAG NO DESCRIPTION REMARKS _ PVC CONDUIT ' N1 MAIN LUGS SECTION NOTES, N2 METER BANK ' 7055 MAIN ROAD MA' MATTITUCK, NY 11952 1 IF COMBINATION METAL AND PVC CONDUIT RUN IS INSTALLED EC SHALL BOND METAL CONDUIT AT SERVICE PANEL - N3 SPARE METER 2 IF PVC CONDUIT IS EXTENDED ABOVE GROUND ALL SWEEPS AND CONDUIT ABOVE GROUND TO SCH 80 N4 MESA CABINET/STRONGWELL BOX - - D E C L:7 � U SHEET TRUE UNDERGROUND CONDUIT STUB-UP DETAIL NAMEPLATE DETAIL LLL��� '; ELECTRIC & TELEPHONE SCALE N T.S 2 SCALE N T S 3 4 2 0 17 AUG 1 RISER DIAGRAM & KEY NOTES SHEET NUMBER Southold To Ft Planning gflafd _ �" E- 1 ELECTRICAL SPECIFICATIONS ELECTRICAL AND TELEPHONE GENERAL NOTES ELECTRICAL SYMBOLS 1 CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, 16 PROVIDE UNDERGROUND PLASTIC WARNING TAPE 6-INCH WIDE WITH PERMANENT 1 FOLLOWING COMPLETION OF WORK, PROVIDE OWNER WITH AS-BUILT DRAWINGS CIRCUIT BREAKER 200 DENOTES TRANSPORTATION, STORAGE, AND ALL SERVICES REQUIRED AND NECESSARY TO PRINTED LABEL*YARNING-BURIED ELECTRIC LINES"12"ABOVE ALL UNDERGROUND SHOWING TELEPHONE AND ELECTRIC LOCATIONS .-20% AMPERE TRIP RATING AND 2 DENOTES PROVIDE A COMPLETE FUNCTIONAL ELECTRICAL SYSTEM THE CONTRACTOR ELECTRICAL/TELEPHONE CONDUITS THIS NOTE SHALL ALSO APPLY TO ALL TELEPHONE NUMBER OF POLES FLIT TOWERS LP. SHALL FURNISH AND INSTALL ALL OF THE MATERIAL AND WORK SHOWN ON THE UNDERGROUND INSTALLATIONS"WARNING-BURIED TELEPHONE LINES" 2 WORK SHALL CONFORM TO THE LATEST NATIONAL ELECTRICAL CODE DRAWINGS AND IN THE SPECIFICATIONS AND AS NECESSARY AND REQUIRED BY [�� NON-FUSIBLE SAFETY SWITCH PRACTICED INDUSTRY STANDARD IN ORDER TO PROVIDE A COMPLETE INDUSTRY 3 ALL EXISTING UNDERGROUND LINES ON SITE SHALL BE LOCATED PRIOR TO FUNCTIONAL OPERATING PROJECT 17. ALL ELECTRICAL WIRES AND CABLES SHALL CONTAIN COPPER CONSTRUCTION FUSIBLE SAFETY SWITCH ELITE TOWERS L P CONDUCTORS ONLY CONDUCTORS LARGER THAN NO 10 AWG - 44 WEST JEFRYN BLVD 2 ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SHALL BE STRANDED UNLESS OTHERWISE NOTED NO 10 AWG 4 CONTRACTOR SHALL HAND DIG IN AREAS AROUND EXISTING FACILITIES SUITE Q5 [] LATEST EDITIONS (INCLUDING AMENDMENTS) OF ALL LOCAL BUILDING AND AND NO 12 AWG CONDUCTORS MAY BE SOLID OR STRANDED PANEL BOARDMINIMUM CONDUCTOR SIZE SHALL BE NO 12 AWG UNLESS 5 INSTALL AND WIRE THE FOLLOWING DEER PARK, NY 11729 ELECTRICAL CODES, NFPA NO 99 AND 101, AND SHALL MEET ALL PERTINENT OTHERWISE NOTED INSTALLATION OF ALUMINUM CONDUCTORS ISELECTRICAL WIRING REQUIREMENTS OF OSHA, THE LATEST EDITION OF THE NATIONAL ELECTRICAL O�� CODE AND THE NATIONAL BOARD OF FIRE UNDERWRITERS AND ANY OTHER EXPRESSLY FORBIDDEN a (3)$3/0 AWG COPPER CONDUCTORS AND (1) #4 GND IN 2"CONDUIT FROM METER BANK LOCAL LAWS AND CODES HAVING JURISDICTION THE CONTRACTOR SHALL OBTAIN 18 BUILDING WIRE INSULATION SHALL BE RATED 600VAC 75C TYPE TO POWER PANEL SECTION OF PPC MINI. (TURNING UP) ALL REQUIRED PERMITS FOR HIS WORK AND ARRANGE FOR INSPECTIONS AND THHN/THWN ABOVE GROUND IN DRY AND DAMP LOCATION IN ( r� LAUREL STONE LISTS HE SHALL PROVIDE A COMPLETED FINAL CERTIFICATE OF APPROVAL THE UNDERGROUND AND WET LOCATION SHALL BE 90'C TYPE XHHW-2 b 2 SETS OF 3) 600MCM COPPER CONDUCTORS IN (2) 4"PVC SCH 80, UNDERGROUND ELECTRICAL WIRING CONTRACTOR SHALL PAY FOR ALL PERMITS, INSPECTIONS AND CHARGES INSULATION CONDUITS FROM MAIN LUGS SECTION OF METER BANK TO THE EXISTING UTILITY POLE# (TURNING DOWN) IMPOSED ON THE UTILITY FOR SERVICE CONNECTIONS ALL CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS NJ1324 3 ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL NEUTRAL CONDUCTOR WHITE G (4) METER SOCKET METER BANK, 1-PHASE IN ELECTRIC METER PHASE OUT, 200-MAXIMUM CONTRACTOR AND SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND GROUND GREEN/BARE/UNLESS M - CONDUCTOR OTHERWISE NOTED 120/24 , 120/240VAC, 2-POLE MAIN CIRCUIT DRAWINGS. THE DRAWINGS ARE TO BE CONSIDERED SCHEMATIC IN NATURE AND BREAKERR ON ON 3-WIRE PER SOCKET PROVIDE 2000A METER BANK FOR ELITE ONLY INDICATE THE GENERAL ARRANGEMENT AND APPROXIMATE LOCATIONS OF SYSTEM PHASE - CONSTRUCTION DRAWINGS THE EQUIPMENT AND WORK TO BE INCLUDED CONTRACTOR SHALL CONSULT VOLTAGE AONDUCffORSC d 800A TERMINAL LUG SECTION DRAWINGS FOR EXACT LOCATIONS OF ALL EQUIPMENT, WALLS, OPENINGS, ETC 240 VOLTS AND BELOW BLACK RED 4 10/07/16 ISSUED FOR O0NBTRUCTICN BLUE a PPC MINI FURNISHED BY CARRIER 3 09/29/16 ISSUED FOR O7ZTRUCDCN 4 ALL MATERIALS AND EQUIPMENT INSTALLED BY THE CONTRACTOR SHALL BE NEW AND OF THE BEST QUALITY AVAILABLE, AND SHALL BEAR UNDERWRITER'S f MISCELLANEOUS ABOVEGROUND AND UNDERGROUND BRANCH CIRCUIT WIRES AND CONDUITS 2 08/22/16 ISSUED FOR 0767RUCDON LABORATORY LABEL WHEREVER SUCH LISTING APPLIES 19 ALL CIRCUIT SHOWN ON THE PLANS ARE FOR INDICATION PURPOSES 1 07/13/16 ISSUED FOR CON6LRU TION ONLY. E C SHALL ARRANGE ALL THE CIRCUITS OF THE PANEL SO AS 9 METAL FRAMING FOR ELECTRIC SERVICE EQUIPMENT AND PPC MINI 005/01/15 ISSUED FOR CONSTRUCTION BEFORE SUBMITTING PROPOSAL, CONTRACTOR SHALL EXAMINE ALL PLANS TO BALANCE ALL LOADS ON ALL PHASES A TYPE DIRECTORY CARD RELATING TO THIS WORK, BECOME FULLY INFORMED AS TO THE EXTENT OF SHALL BE PROVIDED IN THE PANEL TO INDICATE THE LOADS ACTUALLY N MISCELLANEOUS ABOVEGROUND AND UNDERGROUND TELEPHONE CABLES AND CONDUITSLEGEND D 04/06/15 RtiASED PER COMENIS WORK AND CHARACTER OF THE WORK REQUIRED AND ITS RELATION TO WORK INSTALLED C 03/31/15 F�MSED PER OCM.ET85 ON VARIOUS TRADES ALL EXISTING WORK, EQUIPMENT LOCATIONS, ETC I 2 1/2' PVC SCH 40 CONDUIT WITH PULLWIRE FROM PROPOSED MESA CABINET TO INDICATED ON THE PLANS ARE BELIEVED TO BE CORRECT, HOWEVER, THE 20 PROVIDE SCREW MOUNTED NAMEPLATES ON PPC MINI, METER PAN, TELEPHONE SECTION OF PPC MINI. - Existing LIGHT LINE WORK AND TEXT 18101/08/15 REMSED PER COM.4JIS CONTRACTOR SHALL PERSONALLY VISIT THE SITE TO VERIFY CORRECTNESS OF MAIN DISCONNECT SWITCH AND EQUIPMENT CABINETS NAMEPLATES DENOTES EXISTING CONDITIONS JAI11/21/14 ISSUED FOR IEAEW SAME AND MODIFY THE WORK AS REQUIRED TO SUIT ACTUAL CONDITIONS HE SHALL BE 1/2" HIGH ENGRAVED BLOCK WHITE LETTERS ON BLACK U TELEPHONE AND ELECTRIC HANDHOLE. SHALL THOROUGHLY ACQUAINT HIMSELF WITH ANY AND ALL CONDITIONS THAT BACKGROUND, THREE LAYERS LAMINATED PLASTIC PRIOR TO PURCHASING AND INSTALLATION OF SERVICE EQUIPMENT ALL SERVICE PROPOSED HEAVY LINE WORK AND TEXT MAY AFFECT THE PROPER EXECUTION OF THE WORK FAILURE TO VISIT THE EQUIPMENT SHALL BE APPROVED AND ACCEPTED BY ELITE WIRING AND DENOTES PROPOSED CONDITIONS SITE WILL NOT RELIEVE HIM OF THE RESPONSIBILITY FOR HAVING DONE SO INSPECTION DEPARTMENT ELITE WILL SUPPLY THE METER COORDINATE WITH Dewberry 7 BUILDING STRUCTURE fp 6 ANY WORK WHICH WILL NOT BE PERMITTED DURING NORMAL WORKING HOURS UTILITY CO, THE METER TYPE AND INTERCONNECTION 77777777- DUE TO SCHEDULING, DISRUPTION OF BUILDING OCCUPANCY AND USE AND 6 UNDERGROUND ELECTRIC SERVICE SHALL BE SODA, 120/240VAC, 1-PHASE. — CHAIN LINK FENCE Dewberry Engineers Inc INTERRUPTION OF SERVICES SHALL BE PERFORMED ON OVERTIME AT NO 3-WIRE SUBDIVIDED INTO 4-METER SOCKET METER BANK AT 120/24OVAC, —Y—x—x BOersI PPANY ROAD ADDITIONAL COST TO THE ELITE (OWNER) ALL WORKING SCHEDULES 1-PHASE, 3-WIRE OUTPUT FOR ELITE, AND (3) FUTURE CO-LOCATORS j.Y UTILITY POLE BUTTERS* INCLUDING SERVICE DISCONNECTION SHALL BE DISCUSSED AND COORDINATED SUITE WITH THE PROJECT REPRESENTATIVE OF THE OWNER 7 SERVICE POWER TO POWER PANEL SECTION OF PPC MINI SHALL BE 200A, — —E_ — UNDERGROUND 7054 EPANY,ANY,NJ 0 000 120/24OVAC, 1-PHASE, 3-WIRE 973 ELECTRIC SERVICE 39 7 INCLUDE THE COSTS OF ALL SMALL DETAILS AND INCIDENTAL WORK NOT UNDERGROUND1�, 710 SHOWN OR SPECIFIED, BUT WHICH CAN BE REASONABLY INFERRED AS 8 PROVIDE BRANCH CIRCUITS FROM POWER PANEL TO BATTERY CABINET AND —T TELEPHONE SERVICE OF YY Y REQUIRED FOR COMPLETE AND SATISFACTORY SYSTEM EQUIPMENT CABINETS AS REQUIRED BY CABINET LOAD LOAD DESIGNATIONS, PANEL CIRCUIT BREAKER RATINGS, NEC REQUIREMENTS ABOVE GROUND 8 PROVIDE ALL CUTTING, PATCHING, TRENCHING, EXCAVATION AND BACKFILLING B INTERCONNECT FOR � Q �z REQUIRED FOR INSTALLATION OF THE ELECTRICAL WORK RESTORE AND MATCH 9 SEE LAYOUT PLANS ON SHEET E-1 TELCO AND ELECTRIC SERVICE RUNS Q EXISTING FINISH GRADE, ETC AFFECTED BY ELECTRICAL WORK BTS (ERICSSON) CABINETS / -p * 10 ELECTRICAL CONTRACTOR SHALL FURNISH OUTDOOR METER BANK, MAIN LUG ABOVE GROUND ,* O 9 THE OWNER RESERVES THE RIGHT TO RELOCATE, PRIOR TO INSTALLATION, ALL SECTION, AND MAIN DISCONNECT SWITCH COMPLETE WITH ALL DEVICES INDICATED E ELECTRIC SERVICE to�' 1�,{ii EQUIPMENT, LIGHTING FIXTURES AND JUNCTION BOXES TO A MAXIMUM DISTANCE OF 10 FEET IN ANY DIRECTION FROM THE LOCATION INDICATED ON THE METER BANK AND MAIN LUG SECTION SHALL BE MANUFACTURED BY SQUARED ABOVE GROUND DRAWINGS, WITH NO ADDITIONAL COST TO THE OWNER OR APPROVED EQUAL T TELEPHONE SERVICELL IN 11 ELECTRICAL CONTRACTOR SHALL SUBMIT METER BANK AND MAIN TERMINAL LUGS' 10 ALL GROUNDING SHALL CONFORM ARTICLE THE LATEST EDITION OF OVERHEAD ELECTRIC C� 7 THE NATIONAL ELECTRICAL CODE, INCLUDING FULLLL COMPLIANCE WITH ALL UL SECTION DESIGN LAYOUT TO ELITE WIRING INSPECTOR FOR APPROVAL PRIOR TO —OH/E— AND IEEE REQUIREMENTS GENERALLY, CONNECT TOGETHER ALL EXPOSED PLACING ORDER OF EQUIPMENT AND CONSTRUCTION/INSTALLATION. SERVICE NON-CURRENT CARRYING METAL PARTS OF ALL ELECTRICAL EQUIPMENT AND —O H/T— OVERHEAD TELEPHONE „ y� SYSTEM GROUNDING 12 MAIN CIRCUIT BREAKER SHALL BE PROVIDED WITH METER BANK AS REQUIRED, SERVICE D d R22,000 ATING AMPERES MINIMUM SHORT CIRCUIT SYMMETRICAL INTERRUPTING CURRENT KEY NOTE -p C CH O K 1 11 UPON COMPLETION OF THE CONTRACT WORK, THE CONTRACTOR SHALL INSURE DETAIL p, o NEW YO I�. 155-1 THAT THE INSTALLATION SHALL BE ENTIRELY FREE OF ALL UNWANTED GROUNDS -. AND SHORT-CIRCUITS ALL WIRING SHALL BE TESTED BY THE CONITRACTOR, 13 E C SHALL CONTACT ELITE WIRING INSPECTOR FOR ELECTRIC SERVICE AA DETAIL CALLOUT > >' l�' IT IS A VICLATIDN OF LAW FOR A7J1'PERSON,UNLESS WITNESSED AND APPROVED BY THE OWNER'S CONSTRUCTION REPRESENTATIVE INSTALLATION REQUIREMENTS, APPROVAL AND ACCEPTANCE OF SPECIFIED SERVICE _2 � o THEY ARE ACTING UNDER THE DIRECTION OF A EQUIPMENT PRIOR TO PURCHASING AND INSTALLATION OF SERVICE EQUIPMENT (o Q LICENSED PROFESSIONAL ENGINEER TO ALTER THIS CONTRACTOR SHALL SUBMIT CERTIFICATION OF COMPLETION STATING THAT THE DWG N m t� DOCUMENT JOB IS PERFORMED IN COMPLIANCE WITH CODES AND ALSO SUBMIT AS-BUILT O p 14 IF COMBINATION METAL AND PVC CONDUIT IS USED EC SHALL BOND METAL j IV DRAWINGS TO THE OWNER DRAWINGS SHALL BE SCALED AND DIMENSIONED CONDUITS AT SERVICE PANEL - IO (1/4"=1'-0") oC-� � DRAWN BY IA 12 ALL EQUIPMENT AND DEVICES SHALL BE INSTALLED 50 THAT ADEQUATE SPACE 15 ALL CONDUIT SWEEPS THAT EXTEND ABOVE GROUND AND CONDUIT RISERS ABOVE ABBREVIATIONS ti GROUND SHALL BE SCH 80 PVC REVIEWED BY JWS IS PROVIDED FOR INSPECTION, OPERATION AND MAINTENANCE 16 GROUND THE NEW METER BASE AND SERVICE DISCONNECT SWITCH IN AFF ABOVE FINISHED FLOOR 13 THE CONTRACTOR SHALL PROVIDE AND LATER REMOVE ALL NECESSARY TEMPORARY LIGHTING AND POWER FOR USE BY THE VARIOUS TRADES AT NO ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AFG ABOVE FINISHED GRADE CHECKED BY GHN ADDITIONAL COST TO THE OWNER 17 CONTRACTOR SHALL REPLACE ANY DAMAGED TREES AND SHRUBS IN KIND ALL AGB ANTENNA GROUND BAR 14 THE CONDUIT RUNS ON THE DRAWING SHOWN DIAGRAMMATICALLY AND ONLY NEW SOD, SHRUBS AND TREES SHALL HAVE A ONE YEAR WARRANTY AWG AMERICAN WIRE GAUGE PROJECT'NUMBER 50070398 BCW BARE COPPER WIRE INDICATE THE GENERAL DIRECTION OF THE RUNS THE UNDERGROUND PORTION 18 ELECTRICAL.CONTRACTOR SHALL COORDINATE ELECTRIC INSTALLATION WITH THE OF THE CONDUIT SHALL BE PVC SCHEDULE 80 TYPE, UNLESS OTHERWISE ELITE CONSTRUCTION MANAGER BEFORE PERFORMING ANY ELECTRICAL WORK BTS BASE TRANSMISSION SYSTEM JOB NUMBER 50070399 NOTED CONDUITS ABOVE GROUND SHALL BE RIGID GALVANIZED STEEL, VERIFY ELITE EQUIPMENT ELECTRIC SERVICE REQUIREMENTS WITH ELITE C CONDUIT UNLESS OTHERWISE NOTED. SIZE AS SHOWN ON THE DRAWINGS CONSTRUCTION MANAGER PRIOR TO ANY ELECTRICAL WORK CB CIRCUIT BREAKER SITE ADDRESS 15. ACTUAL INSTALLATION OF CONDUITS MADE IN THE FIELD SHALL BE 19 ELECTRIC AND TELEPHONE FEED ROUTING TO BE COORDINATED WITH EXISTING CIGBE COAX ISOLATED GROUND BAR EXTERNAL KEPT CLEAR OF ALL PIPING AND EQUIPMENT, BENDS, TURNS, AND FACILITIES E C ELECTRICAL CONTRACTOR PULL BOXES SHALL BE PROVIDED AS REQUIRED IN ACCORDANCE EGR EQUIPMENT GROUND BAR WITH FIELD CONDITIONS CONDUIT SUPPORTS, AND SPACING SHALL 20 EC SHALL VERIFY LOCATION OF EXISTING UTILITIES WITHIN THE COMPOUND BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC ALL PRIOR TO COMMENCEMENT OF HIS WORK IT IS HIS RESPONSIBILITY TO EMT ELECTRICAL METALLIC TUBING CONDUIT SUPPORTS, BOX SUPPORTS AND MOUNTING HARDWARE PROTECT EXISTING UTILITIES FROM ANY PHYSICAL DAMAGE THAT MAY BE G, GND GROUND 7055 MAIN ROAD SHALL BE OF NONRUSTING, CORROSION RESISTANT MATERIALS AND AFFECTED BECAUSE OF HIS WORK IF IN THE EVENT ANY DAMAGE IS CONSTRUCTION CONTRACTOR SHALL AVOID USE OF DISSIMILAR DISCOVERED DURING HIS WORK IT MUST BE BROUGHT TO THE ATTENTION OF ELITE JERSEY CENTRAL POWER & LIGHT MATTITUCK, NY 11952 METALS FOR CONDUIT RUNS AND BOX CONNECTIONS TO MINIMIZE ELITE CONSTRUCTION MANAGER IN ORDER NOT TO BE LIABLE UTILITY CO POSSIBILITY OF ELECTROLYSIS AND CORROSION WHERE DISSIMILAR LFMC LIQUIDTIGHT FLEXIBLE METALLIC CONDUIT METALS MUST COME IN CONTACT, COAT CONTACT SURFACES WITH TELEPHONE NOTES MC METAL CLAD CABLE CORROSION INHIBITING COMPOUND BEFORE ASSEMBLING CORROSION INHIBITING COMPOUND SHALL BE ELECTRICALLY CONDUCTING MGB MASTER GROUND BAR CONTRACTOR SHALL PROVIDE SUITABLE SIZED GROUNDING 1 TELEPHONE SERVICE SHALL ORIGINATE FROM PROPOSED MESA CABINET AND SHEET TITLE CONDUCTORS AND CONNECT PER THE LATEST EDITION OF THE NEC SHALL BE ROUTED UNDERGROUND IN CONDUIT TO TELEPHONE SECTION OF ELITE N NEUTRAL REQUIREMENTS IN ALL CONDUIT RUNS ALL CONDUITS SHALL CONTAIN PPC MINI NEC NATIONAL ELECTRICAL CODE A SEPARATE COPPER, GREEN INSULATED GROUND WIRE OR AS REQUIRED BY THE LATEST EDITION OF THE NEC THERE SHALL BE NO 2 TELEPHONE WIRES TO BE INSTALLED AS PER ELITE SPECIFICATIONS PPC POWER PROTECTION CABINET ELECTRICAL NOTES EXCEPTIONS TO THIS RULE 3 FOR MORE DETAILED ROUTING INFORMATION CONTACT ELITE CONSTRUCTION ELITE PUBLIC SERVICE ELECTRIC AND GAS MANAGER PVC POLYVINYL CHLORIDE 4 TELCO CONDUITS SHALL BE INSTALLED TO ACCOMMODATE FUTURE USE OF FIBER RGS RIGID GALVANIZED STEEL SHEET NUMBER OPTIC CABLE TYP. TYPICAL LION UNLESS OTHERWISE NOTED 5 TELEPHONE SERVICE CONDUIT RUNS SHALL BE 2"AND 2-1/2" DIA SCH 40 PVC WP WEATHER PROOF U 0 N. WITH MINIMUM 2'-0"RADIUS SWEEPS AND ELBOWS AT BENDS GENERAL GROUNDING NOTES ,/ 1 ALL UNDERGROUND CONDUCTORS SHALL BE #1/0 AND #2 (EQUIPMENT) STRANDED AND TINNED SOLID COPPER WIRES U.0 N., RESPECTIVELY, BURIED 30" MINIMUM BELOW FINISHED GRADE AND MUST BE EXOTHERMICALLY WELDED GROUND ROD WITH ELIT TOWERS LP. TEST WELL - INSPECTION WELL 2 ALL ABOVE GROUND CONNECTIONS SHALL BE CADWELD, LION CRIMP CONNECTORS SHALL (NP) (Tm) NOT BE USED ON SOLID CONDUCTORS CADWELD MUST BE USED FOR FENCE CONNECTION ELITE TOWERS L P x xx x x x x x x x x x 44 WEST JEFRYN BLVD 3 WHERE GROUND CONNECTIONS ARE MADE THE CONTACT POINTS SHALL BE SUITE Q5 - ---------------- ------------- THOROUGHLY CLEANED AND MADE FREE OF FOREIGN MATERIAL SUCH AS PAINT x AND CORROSION, TO ENSURE ADEQUATE BOND DEER PARK, NY 11729 4 FOR CONNECTION TO ALUMINUM FACIA AND ALUMINUM GRAVEL GUARD, ALUMINUM CONNECTORS SHALL BE USED WITH APPROVED BIMETALLIC CONNECTORS BETWEEN x IALUMINUM GRAVEL AND COPPER ALL ALUMINUM CONDUCTORS SHALL BE TWO SIZES x GREATER THAN THE SPECIFIED COPPER SIZES AN ANTI-OXIDATION COMPOUND SHALL PROPOSED VERIZON WIRELESS LAUREL STONE BE USED EQUIPMENT TO BE COMPLETELY 5 GROUNDING CONDUCTOR SHALL NOT PASS THROUGH METAL CONDUIT ALL#1/0 AND #2 I i__� GROUNDED TO COMPOUND AND TINNED COPPER WIRES SHALL BE IN 1 1/4" PVC AND 3/4" PVC RESPECTIVELY, UNLESS POLE GROUNDING SYSTEM OTHERWISE NOTED x I 10'x20' EQUIPMENT I O 6 ALL GROUNDING CONNECTIONS TO THE GROUND BAR OR GROUND PLATE SHALL BE AREA I - - MADE WITH DOUBLE HOLE HYDRAULICALLY INDENTED STAINLESS STEEL LUGS. CONSTRUCTION DRAWINGS x #2 AWG BCW TINNED / - COPPER GROUND I I7 GROUND CONNECTIONS TO ANTENNA MAST SHALL BE MADE WITH HEAVY DUN GROUND 4 10/07/16 ISSUED FCR OON31'FLICRON CONDUCTOR CADWELD 12'x30' VERIZON WIRELESS I I CLAMPS SIMILAR TO BURNDY OR APPROVED EQUAL 309/29/16 ISSUED FOR CCtN51Id1CIICN TO TOWER GROUND RING I EQUIPMENT AREA WITHOVERHEAD (B WEATHER CANOPY (BPROPOSED 6' HIGH 2 08/22/16 IS31JM FOR OO<`SIRX.'RCN Y OTHERS) I x CHAIN LINK FENCE 8 INSULATED COPPER GROUND WIRE SHALL BE COPPER, TYPE THHN/THWN COLOR CODED I I I � GREEN 1 07/13/16 ISSUED FOR OCP61Fd1CBON 9 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL CONNECTIONS FROM THE 0 05/01/15 ISSUED FOR OCt SFFLCTICN 4'x7' FIRE DEPARTMENTI TOWER TO EGR INCLUDING BUT NOT LIMITED TO THE TOWER ITSELF (CONNECTION D 04/06/15 REMSED PER COMM. EQUIPMENT AREA I x AT THE TOWER SHOULD BE EXOTHERMIC UNLESS PROHIBITED BY ELITE) C 03/31/15 REMSED PER CDAvE TS -1 10 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MISCELLANEOUS CONNECTIONS TO EGR B 01/08/15 RENSED PER OOAt&N15 x ® ____ _______ I INCLUDING BUT NOT LIMITED TO WAVEGUIDE BRIDGE AND FENCE CORNER POSTS A 11/21/14 IISM FOR Rtl4EW #2 AWG BCW I x 11 ALL DETAILS ARE SHOWN DIAGRAMMATICALLY, ACTUAL GROUNDING INSTALLATION PROPOSED 120' TALL TINNED COPPER AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS x 2 MONOPOLE I L — —-- -- GROUND RING II ,, Dewberry 12 ALL EXTERIOR GROUNDING AND TOP OF GROUNDING RODS SHALL BE BURIED C-2I x PROPOSED FIRE DEPARTMENT TO A MINIMUM DEPTH OF 2'-6" BELOW FINISHED GRADE, ELECTRIC METER Dewberry Engineers Inc. EQUIPMENT TO BE COMPLETELY GROUND ROD EXEMPTED XIT GROUNDING RODS WHEN REQUIRED SHALL BE 9 r#42 AWG BCW II GROUNDED TO COMPOUND AND MANUFACTURED BY LYNCOLE INDUSTRIES, BURIED AND INSTALLED PER LYNCOLE 600 PARSIPPANY ROAD GROUNDCRING R I COPPER GROUND NED I (BY OTHERS)POLE DING SYSTEM PRINTED INSTRUCTIONS SUITE 301 PUITE 3 ANY,NJ 07054 ENT I CONDUCTOR CADWELD I (I x 13 ALL GROUNDING CONDUCTORS SHALL BE SOFT-DRAWN BARE TINNED COPPER, 73739'80400 #2 AWG BCW TINNED I TO TOWER GROUND RING I UNLESS OTHERWISE NOTED C ry�•7��� AREA I COPPER GROUND (TYP) I I ! O 10'x20' EQUIPMr x CONDUCTOR CADWELD I I 14 GROUND SYSTEM MUST BE TESTED BEFORE AND AFTER AND SHALL HAVE A v i TO TOWER GROUND RING 10'x20' EQUIPMENTIIx RESISTANCE OF 5 OHMS CONTRACTOR TO SUBMIT AN INDEPENDENT C1 AREA I "FALL-OF-POTENTIAL METHOD"TESTING REPORT C'o OQ � 1 SV I x I — — — — — — — — —J I 15 NOTIFY ELITE , E CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES o � , �O I I I 1 PROPOSED MESA INSTALLING THE GROUNDING SYSTEM DUE TO SITE/SOIL CONDITIONS * ( Df- �'� __4 ALL UNDERGROUND GROUNDING CONNECTORS ARE TO BE CADWELD ALL ABOVE �" O% -1 CABINET 16 GRADE GROUNDING SHALL BE CADWELD OR MECHANICAL AS SPECIFIED ON THE I I177 tj X PROPOSED MULTI-METER RACK r------- _- DRAWINGS , 14 — — — — J WITH 800 AMP SERVICE I /T C7 �a t •� +s- 17 Cr CONTRACTOR SHALL HAND DIG IN AREAS AROUND EXISTING UTILITIES - ' '� x ' I I/ CHEMICAL GROUNDS WHEN REQUIRED SHALL BE XT MANUFACTURED BYII�Cj'` —®—__— _ T__ _ 18 LYNCOLE WCH x x — I } x x x , , NEW Y GROUNDS SHALL BE INSTALLED A MINIMUM OF 2'-0" FROM BUILDINGFENCEOR 155-1 PROPOSED 50'x50' (2500 SF)� — — — — x �\ xLL ( 19 THE TOWER AND PLATFORM FOUNDATION UNLESS OTHERWISE NOTED EQUIPMENT COMPOUND IT IS A VIO OF LAW FOR ANY PERSON,UNLESS THEY AREE ACTING UNDER THE DIRECTION OF A O \ 0 0 20 ANTI OXIDANT COMPOUND SHALL BE APPLIED TO ALL GROUNDING CONNECTIONS LICENSED PROFESSIODOCUMENT EER TO ALTER THIS PROPOSED PAD MOUNTED TRANSFORMER (CTAPS, MAIN GND, MGB, ETC). (BY OTHERS) �� 21 THE CONNECTIONS TO THE MASTER GROUND BAR MUST FOLLOW THE PAN 1 DRAWN BY IA METHOD SEE SPECIFICATIONS PROPOSED BOLLARDS (TYP) PROPOSED UNDERGROUND POWER & 22 THE GROUND RUN SHALL FOLLOW A DOWNWARD PATH FROM THE ANTENNAS TO REVIEWED BY JWS 2 6' WIDE TELCO CONDUITS FROM STREET TO THE MASTER GROUND BAR PROPOSED ( ) PROPOSED EQUIPMENT COMPOUND ACCESS GATE 23 ALL CONNECTIONS SHALL BE MADE WITH A 8" RADIUS MINIMUM CHECKED BY GHN ANYPASS GROUNDING SYMBOLS AND LEGEND 24 METALLIC GROLIND SLE VE,EOR CABLE COVER,. SOLID ORN HDED ALL BAE BONDEDHROUGH ATT BOTH ENDSIT, PROJECT NUMBER 50070398 —-—-— D LINE, #t/0 AWG STRANDED BCW GROUNDING PLAN � 25 WHERE CABLE COVERS ARE NON-CONTINUOUS, BOND ADJOINING COVERS WITH GROUNDTINNED COPPER CONDUCTOR ! 1 1 A #2 SOLID TINNED COPPER WITH A 2 HOLE LUG JOB NUMBER 50070399 SCALE* 1"=10' FOR 11"x17" 26 CONTRACTOR RESPONSIBLE TO INSTALL ALL GROUNDING BELOW 10' ' GROUND LINE,�2 AWG BCW 1"=5' FOR 22"x34" SITE ADDRESS TINNED COPPE CONDUCTOR, UON 27 ALL ELECTRICAL GROUNDING SHALL BE PERFORMED ACCORDANCE WITH o' 5' 10' SPECIFICATIONS FOUND IN THE CURRENT VERSION OFF THE NATIONAL ELECTRIC SAFETY CODE (NECS), SECTION 9, GROUNDING METHODS FOR ELECTRIC SUPPLY GROUND LINE, 2 AWG STRANDED GREEN AND COMMUNICATIONS FACILITIES INSULATED COP ER CONDUCTOR GROUNDING TESTING NOTES 7055 MAIN ROAD O GROUND ROD INSPECTION WELL 1 ALL TESTING SHALL HAVE RESISTANCE OF 5 OHMS OR LESS 2 EGR TESTING SHALL BE 5 OHMS OR LESS IF A READING OF 5 OHMS OR LESS MA-MTUCK, NY 11952 GROUND ROD WITH ACCESS IS UNATTAINABLE, CONTACT ELITE FOR AN ® U u u ACCEPTABLE SOLUTION ANY READING GREATER THEN 5 OHMS WILL BE REVIEWED AND CAN BE ACCEPTED IN WRITING BY ELITE C THE CONTRACTOR WILL BE HELD ACCOUNTABLE FOR ANY UNACCEPTABLE GROUNDING e XIT GROUND ROD -0 C G7 SHEET SHEET TITLE 3 TEST TO BE PERFORMED -CHECK WITH ELITE FOR ® GROUND ROD co Q o ADDITIONAL TEST THAT MAY BE REQUIRED IN ADDITION TO THE FOLLOWING d o N a CONTINUITY FROM MOB TO EGR GROUNDING PLAN & NOTES 0 COMPRESSION TYPE CONNECTION a O b CONTINUITY TO GROUND RODS SUBMIT AN INDEPENDENT "FALL-OF-POTENTIAL METHOD"TESTING REPORT SHEET NUMBER THREE SETS OF TEST DATA TO BE RECORDED AND SUBMITTED TO CELL SITE 0 CADWELD TYPE CONNECTION r-- CARRIER AND ONE SET TO UTILITY CO. l�� G - 1 KEY NOTES, TO ANTENNA 1Q ALL COAXIAL CABLES LEAVING THE COMMUNICATION STANDARD GROUND MONOPOLE ANTENNA GROUND BAR W/0 ELITE TOWERS LP. CABINET SHALL BE GROUNDED AT THIS POINT VIA KIT(TYP) Q INSULATORS,BONDED DIRECTLY CABLE GROUND KITS NEWTON INSTRUMENT COMPANY OR EQUAL TO THE TOP OF TOWER #B-6142 (GROUND BAR 20" x 4" x 1/4"), ELITE TOWERS L P INSTALLATION NOTES. #3061-4 (INSULATORS), 44 WEST JEFRYN BLVD #3015-8 (5/8" LOCKWASHERS), 2 AWG TO CABLE BRIDGE SUITE Q5 1. CUT AND REMOVE A 2" SECTION OF CABLE #A-6056 (WALL MOUNTING BRACKETS), AND DEER PARK, NY 11729 JACKET SHOWN IN FIGURE #1 USE CARE NOT TO #3012-1 (5/8"-11 X 1" H H C S BOLTS) #6(PROVIDED WITH ANTENNA GROUND BAR W/O GOUGE OR CRUSH THE CABLE 8" RADIUS MIN GROUND KR TYP) INSULATORS,BONDED DIRECTLY 2Q HYDRAULICALLY COMPRESSED LONG BARREL 2 CLEAN THE EXPOSED SURFACE OF THE OUTER 2-HOLE GROUNDING LUG FOR GROUNDING GABLE BRIDGE LEVEL TO BOTTOM OF TOWER CONDUCTOR WITH BRONZE OR STEEL WOOL UNTIL CONDUCTORS BETWEEN CABLE AND THE MASTER EXOTHERMIC WELD LAUREL STONE THE SURFACE IS CLEAN AND BRIGHT ALSO CLEAN GROUND BAR TERMINAL THOMAS & BETTS 1" OF THE JACKET EACH SIDE OF THE CUT PAN 1 #54811BE OR EQUAL COAX CABLE CADWELD TO TOWER SURFACE WITH A CLEAN CLOTH 2 SOLID TINNED (TYP FOR ALL) FUTURE # COPPER � HYDRAULICALLY COMPRESSED LONG BARREL 3 WRAP THE COPPER GROUNDING CLAMP AROUND o o , 2-HOLE GROUNDING LUG FOR THE MAIN THE EXPOSED OUTER CONDUCTOR SECURE THE o o o o GROUNDING GROUNDING DOWN CONDUCTOR BETWEEN THE TOWER PIER GROUNDING CLAMP WITH THE STAINLESS STEEL - o ° 0 e ° o 0 0 CONDUCTORS MASTER GROUND BAR TERMINAL AND THE MAIN - - HOSE CLAMP AS SHOWN IN FIGURE #1 AND #2 XXX AND SECTOR SECTOR GROUNDING ELECTRODE THOMAS & BETTS TO CABINETS VIA ELECTRICAL MAIN 1 2 6 5u #54862BE OR EQUAL CABLE BRIDGE CONSTRUCTION DRAWINGS 4 ATTACH THE TWO HOLE GROUNDING LUG TO THE GROUND GND 4 10/07/16 ISSUED FOR coNsrRUCRON CABLE GROUNDING CLAMP WITH 1/4"-20 ® 3/8" STAINLESS STEEL DIAMETER BOLTS TO SO AWG BCW SOLD TINNED 309/29/16 ISSUED FOR Wt•SIRICIION HARDWARE SEE FIGURE #2 °° ° 4 CONNECT GROUNDING LUG TO THE GROUND BAR 2 09/22/16 ISSUED FOR CONSTRUCTION (TYPICAL) 5 CLEAN THE SURFACE THOROUGHLY WHERE THE GROUNDING - OND CND 1 07/13/16 ISSUED FOR CONSTRUCTION SINGLE HOLE GROUNDING LUG IS TO BE CLAMP 1 ° ° °4 5 6 SQ 3/8" STAINLESS STEEL DIAMETER FLAT WASHER - 0 05/01/15 ISSUED FOR COPSTRJCOON CONNECTED THE GROUNDING SURFACE MUST BE ADJUSTABLE MAIN GROUNDING (TYPICAL) TOWER D 04/06/15 T�MSm PER Q'Y�f1J15 CLEAN OF ANY PAINT, GREASE, RUST OR STRAP SLOT FOR HOSE DOWN GROUND RING OXIDATION FOR A GOOD ELECTRICAL CONTACT THE CLAMP CONDUCTOR © 3/8" STAINLESS STEEL DIAMETER LOCK WASHER C 03 1/15 F-MSED PER COMMENTS GROUNDING SURFACE SHOULD BE A METAL TOWER GROUNDING (TYPICAL) #2 AWG BARE TINNED COPPER MEMBER OR DOWN CONDUCTOR LOCATED BELOW CLAMP NOTES, CONDUCTOR CONNECT TO T-MOBILE B 01 OB 15 R-MSE0 PER CDh&NIS THE GROUNDING CLAMP THE GROUNDING WIRE 0 7Q 3/B" HEX HEAD STAINLESS STEEL NUT (TYPICAL) GROUND RING A 11/21/14 ISSUED FOR REVIEW SHOULD BE RUN STRAIGHT DOWN - NO DRIP 1 THERE ARE ADDITIONAL CONNECTIONS TO THE LOOP SEE FIGURE #2. 1/4"-20 HARDWARE MASTER GROUND BAR THAT ARE NOT SHOWN IN ANTENNA CABLE GROUNDING GROUNDING STRAP THIS DETAIL 6 BOLT THE GROUNDING LUG ONTO THE PREPARED ASSEMBLY MASTER GROUND BAR TERMINAL DETAIL TOWER INSERT 21 Dewberry® SURFACE WITH A 3/B" - i6 HARDWARE AFTER 6 TIGHTENING, PAINT THE GROUNDING LUG AND FIGURE #1 SCALE N T S 2 SCALE N T S 3 SURROUNDING AREA WITH A ZINC BASED Dewberry Engineers Inc. CORROSION CONTROL PAINT #2 SOLID TINNED COPPER 600 PARSIPPANY ROAD GROUND WIRE THREADED SUITE 301 7 WRAP THE GROUNDING LUG AND WIRE AT THE 2 BARREL HYDRAULICALLY SLEEVE COVER FINISHED GRADE PARSIPPANY,NJ 07054 CLAMP ASSEMBLY WITH SEVERAL TURNS OF PUTTY CRIMPED CONNECTION COVER - TAPE AS SHOWN IN FIGURE #3 FORM THE PUTTY _ PHONE 973980400 BY HAND AROUND THE LUG WRAP THE FIGURE #2 REMAINDER OF THE PUTTY AROUND THE ENTIRE STEEL DISK elt,ea Alea�, ,n��", F NEW GROUNDING CLAMP AND LUG INCLUDING ONE INCH 6" D WHITE PVC SLEEVE O WELDING POWER LOOP FOR FINISHED GROUND ROD OF CABLE JACKET ON EACH SIDE OF THE CLAMP FUTURE FORM THE PUTTY AROUND THE GROUNDING CLAMP TESTING (CADWELD) �Q` t^�� AND JACKET BY HAND TO ASSURE A 11 #1/0 AWG BARE TINNED C/) OQ WEATHERPROOF SEAL SEE FIGURE #4 TO TAP HOLE N SOLID COPPER WIRE �,-¢•y a COMPLETE WEATHERPROOFING, APPLY FOUR p I 0j a L�• WELD CAVITY i. LAYERS OF ELECTRICAL TAPE OVER THE PUTTY p M AS R QUIRED COVERED CONNECTION OVERLAP EACH TURN, ELECTRICAL TAPER OVER FINISHED GROUND ROD LY : 4F'd+ —I STRETCHING THE TAPE SLIGHTLY WHILE APPLYING PUTTY APE PUTTY TAPE MOLDALU THE FIRST TWO LAYERS AND LIGHTLY WRAPPING 1/2 SHOWN) 0 THE LAST TWO LAYERS COMPRESS THE ( / PPROVIDE WRAPPINGS WITH BOTH HANDS TO INSURE GROU D00COMPLETE CONTACT WITH ALL LAYERS OF TAPE FIGURE #3 FIGURE #4 PNNED COPAR0 AWG EWIRE CABLE ���e� (2) 2"WIDE SLOTV3/4"x 10'—O"LONG - 180' APART ON THE , COPPER ROD BOTTOM END OF SLEEVE NE IRES 1 55-1 GROUNDING INSTALLATION DETAIL TYPICAL GROUND ROD TO CABLE CONNECTION GROUND ROD INSPECTION WELL DETAIL R IS A VIOLATION OF AW FOR ANY PERSON,UNLTHEYESS SCALE NTS. 1 SCALE N T 5 SCALE NTS 5 LICENSED ARE ACTINO UNDER THE DIRECTION OF A D PROFESSIONAL ENGINEER TO ALTER THIS LICENSE DOCUMENT CADWELD DRAWN Br IA CADWELD(TVP) CADWELD REVIEWED BY JWS #2 AWG SOLD OR STRANDED CHECKED BY IS GROUND BCW(TYP) #2 AWG j BCW (TYP) CADWELD I PROJECT NUMBER 50070398 CADWELDTYP. RING GROUND GRADE CADWELD (TYP.) SEE NOTE #2 AWG SOLD BCW JOB NUMBER 50070399 1 & 2 GROUND WIRE AWG SOLD —F SITE ADDRESS CABLE TO #1/0 RING GROUND GROUND LUG SIMILAR CABLE CADWELD BCW #1/0 AWG SOLD i207 SIZ 0 #2 AWG GROUND BCW CABLE TO CABLE BCW TO T&B AS REQUIRED -1 CADWELD CADWELD (TYP) _ _ _ _ VERTICAL POST VERTICAL POST NOT BOLT,NUT W/LOCK #1/0 AWG BCW TINNED COPPERCONNECTED TO RING CONNECTED TO RING WASHER,SEE TABLE — —� 7055 MAIN ROAD CONDUCTOR GROUND RING MATTITUCK, NY 11952 NOTE NOTE GROUND RING 1 GATE JUMPER SHALL BE #4/0 AWG WELDING CABLE OR FLEXIBLE COPPER - #1/0 AWG BCW BRAID BURNDY TYPE B WITH SLEEVES ON EACH END DESIGNED FOR _ 1 VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH 3/4" EQUIPMENT EXOTHERMIC WELDING CORNER AND AT EACH GATE POST AS A MINIMUM ONE VERTICAL 2 GATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE SUBJECTED POST SHALL BE BONDED TO THE GROUND RING IN EVERY 100 Ground Wire LUG If BOLT SIZE SHEET TITLE TO DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN EITHER DIRECTION FOOT STRAIGHT RUN OF FENCE #4/0 53212 I/2"-20 NC x I/2"SS BOLT&NUT W/LOCK WASHERS GROUND ROD COPPERWELD 3 THE #2 AWG GROUND BCW, FROM THE RING GROUND SHALL BE 2 HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER #2 53207 GROUND ROD COPPERWELD CADWELDED TO THE POST ABOVE GRADE 3 BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO 1/4"-20 NC x 1/2'SS BOLT k NUT W/LOCK WASHERS 3/4"0X10'-0" LONG 4 BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO EACH VERTICAL POST THAT IS BONDED TO THE EXTERIOR #6 53205 GROUNDING DETAILS EACH VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING GROUND RING TYPICAL EXTERNAL EQUIPMENT FSHEET NUMBER FENCE GATE GROUND DETAIL FENCE GROUNDING DETAIL GROUND CONNECTION �o� TYPICAL G SCALE N T S V SCALE N T S 7 SCALE N T S O SCALE N T S 11 9!72 9 G - 2 Southold Town