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HomeMy WebLinkAboutConstruction Drawings w/ Site Plans & Elevations dated 4/14/17 _y ELITE TOWERS LP. ELITE TOWERS L.P. ■ 44 WEST JEFRYN BLVD SUITE 05 - DEER PARK, NY 11729 -K: verizo =s' ` "v- LAURELSTONE at& ELITE TOWERS LP. CONSTRUCTION DRAWINGS SITE -NAME: LAUREL STONE 603/'4/'7S�FOR ND 503/27/17 ISSUED R72 CUbTRUf.'fION 4 10/07/16 ISSUED FOR CONSIR.C'11CN 7055 MAIN ROAD 3 OB'22/16 IMO��TRrRCN 2 08/22/16 IMO FOR OO,b'fFd1C60N 1 07/13/16 ISSUED FOR NN6fFdJWON MATTITUCK NY 11952 4 D /D'/'S I�FPE`COMIAM D ,� D 04/06/,5 RIdSD P62 IXTR.4JI5 ' C 03/31/15 R&1SFD PER OJlU&eM PROPOSED 120'-0" CONCEALMENT POLE AUG 2 4 2017 ' Dewberry Southold Town Dewberry Engineers Inc. Board 600 PARSIPPANY ROAD Planning SUITE 301 PARSIPPANY.NJ 07054 PHONE.873 798 9100 SITE INFORMATION AREA MAP DRIVING DIRECTIONS SHEET INDEX FA" 'a.9710 i �- - - HEAD EAST ON N INDUSTRY CT TOWARD SAXWOOD ST TAKE THE 1ST LEFT ONTO SAXWOOD ST SHEET NO SHEET TITLE PROPERTY OWNER: = N_ a+' ; .,J` REV: CONTINUE ONTO S 2ND ST TURN LEFT ONTO CORBIN AVE TURN RIGHT ONTO PINE AIRE DR TURN Ile LAUREL STONE SUPPLY PLUS INC _ - - >�J -• •�+- - _ - '_Y '•�� _ RIGHT ONTO THE SAGTIKOS PARKWAY N RAMP TO KINGS PARK MERGE ONTO SAGTIKOS PKWY TAKE T-1 TITLE SHEET 6 �P �yR A4. - �IF 7055 MAIN ROAD _ r`- - _5 _ EXIT SIE TOWARD RIVERHEAD MERGE ONTO 1-495 E TAKE EXIT 71 FOR NY-24 TOWARD HAMPTON Q MATTITUCK, NY 11952Li '` GN-1 GENERAL NOTES 6 Q SITE ;'f r _ _ _ , .��X ti - 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 5/FLANDERS ROAD TURN LEFT ONTO A-1 TAX MAP 6 (q 1 0 APPLICANT :W > = CROSS RIVER DR.TURN RIGHT ONTO MAIN ROAD DESTINATION WILL BE ON THE LEFT. * 7q ELITE TOWERS L P �_' f = f -' A-2 PROPERTY OWNERS LIST 6 —1 t t•., _. _ 44 WEST JEFRYN BLVD -""` rt r A-3 VICINITY MAP 6 ' APPLICABLE CODES SUITE 05 :a =.` r aq_ r (� DEER PARK, NY 11729 a- ". U !"¢ a, a,„-__ C-1 SITE PLAN & NOTES 6 CO-APPLICANT y of > ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE C-2 COMPOUND PLAN & ELEVATION 6 ',,�}:: ' - - FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES NOTHING IN THESE NEW YORK SMSA LIMITED PARTNERSHIP _ t ��,~ - -- . _ _ PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES I d/b/D VERIZON WIRELESS ' r-r z C-3 CIVIL/STRUCTURAL DETAILS-1 6 N 4 CENTERLOCK ROAD `' i.;`nS BUILDING CODE BUILDING CODE OF NEW YORK STATE - 2015 C-4 CIVIL/STRUCTURAL DETAILS-2 6 R IS A VIO ATIO UNLESS WEST NYACK, NY 10994 f aelsmeSyFua{s, {° YTen"EY - " - THEY ARE ACTING TION OF a _ - - "�,/,; ELECTRICAL CODE NEW YORK STATE ELECTRICAL CODE - NFPA 70-2014 NEC LICENSED PROFESSIONAL ENGINEER TO ALTER THIS CO-APPLICANT 'i, FIRE/LIFE SAFETY CODE NEW YORK STATE FIRE CODE - 2014 DOCUMENT NEW CINGULAR WIRELESS PCS, LLC (AT&T) ONE AT&T WAY LIGHTNING PROTECTION CODE NFPA 780-2014 LIGHTNING PROTECTION CODE DRAWN BY IA BEDMINSTER, NJ 07921 SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING - � ' - REVIEWED BY JWS CO-APPLICANT STANDARDS MATTITUCK FIRE DEPARTMENT _ y- '- --• _ ` ;tfl, _ -- �' • AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CHECKED BY GHN 1000 PIKE STREET f` _ LDatltYd 1' CONCRETE MATTITUCK, NY 11952 .. -_^< ;SwAvidt +' Jpy MAP DATA ©2013 GOOGLE SITE ADDRESS: y THIRTEENTH NEDIT UTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, PROJECT NUMBER. 5007039B LOCATION MAP ION 7055 MAIN RD ANSI/TIA (TELECOMMUNICATIONS INDUSTRY ASSOCIATION) TIA/EIA-222-G, STRUCTURAL STANDARDS - JOB NUMBER 50070399 MATTITUCK, NY 11952 r� FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES GEOGRAPHIC COORDINATES: ro TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR SITE ADDRESS- LATITUDE: 40', 58', 43.29" N STTE h i TELECOMMUNICATIONS LONGITUDE: -727, 32', 48.81" W r INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING ` GROUND ELEVATION AT- TOWER 128 AMSL EARTH RESISTIVITY, GROUND IMPEDANCE. AND EARTH SURFACE POTENTIALS OF A GROUND - - SYSTEM ZONING JURISDICTION: c Q9 IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC 7055 MAIN ROAD TOWN OF SOUTHOLD - -_ EQUIPMENT MATTITUCK, NY 11952 ZONING DISTRICT: IEEE C2, NATIONAL ELECTRIC SAFETY CODE - LATEST VERSION - ZONE B - GENERAL BUSINESS - TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS ' a - ANSI T1 311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION PROPERTY DESIGNATION: -3 r �! SHEET TITLE DISTRICT. 1000 SECTION 122 %J BLOCK 06 LOT. 35.4 aP �, TITLE SHEET � SHEET NUMBER - C3116du.Fo6s PHONE 811 OR T- 1 1 (800) 272-1000 MAP DATA O 2073 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 FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL 1 FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE ELITE TOWERS LP. GENERAL CONTRACTOR - ELITE TOWERS L P 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 LP 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 05 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 SPUCES 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 ST®NE 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 3/4'514ALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO, IN ACCORDANCE WITH ACI 301 6 04/14/17 153.FD FOR RUNG SECTION 4 2 4 5 03/27/17 ISSUED FOR C36TFU70N 6 UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, 33 OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER 4 10/07/16 IS9JED FOR(S750RI,C00N 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 3 09/29/16 ISSI FOR CON5TRIICDCN 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 2 08/22/16 ISSIJFD FOR OCSTRUCTION 7 PLANS ARE NOT TO BE SCALED THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY APPROVAL WHEN DRILUNG HOLES IN CONCRETE SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE 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 1 07/13/16 ISSI FOR ODERLCTION 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 0 05/01/15 ISSLED FOR OasffaX910N 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 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIORGROUNDING" IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, D 04/06/15 F�ASEU FfR CCY.t.EN15 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 SO CUBIC C 03/31/15 REVISED PER COA4.ENI5 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 WORK _ 36 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 CONTRACTOR IMMEDIATELY SUPPLIER'S PLANT, .' 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 DRAWINGS AND/OR 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 WORK9 EQUIPMENT SHALL NOT BE PLACED ON NEW PADS FOR SEVEN DAYS AFTER PAD IS POURED, UNLESS IT IS VERIFIED PHONE 973 739 9400 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 FAX.973 739.9710 REQUIREMENTS 11 GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER 40 ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS DISCIPLINES ` GF NEW 1' 12 ERECTION SHALL BE DONE IN A 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. �PER Al 0' LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS FABRICATION OR CONSTRUCTION. QN 0 f 13 SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL CONSTRUCTION NOTES JURISDICTION CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE,AND DISPOSE OF ALL DEBRIS Z}• '0 �O St4 1 FIELD VERIFICATION ^K' 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 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 PRIOR TO BEGINNING CONSTRUCTION 2 COORDINATION OF WORK Lu� 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 STC�Ii� jl�ff,�1{R TT P 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 STRUCTURES ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE DIS ,{qqrq��f� UNLESS SATISFACTION OF THE OWNER THEY ®pHp ON OF A LICENSED P TO ALTER THIS T 17 THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION 1B 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 G 20 THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PIANS WITH CHECKED BY HN ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES 21 THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT PROJECT NUMBER 50070398 LESS THAN 2-A OT 2-A 10-B C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION JOB NUMBER 50070399 22 ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED SITE ADDRESS 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 THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED MATTITUCK, NY 11952 AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE 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 2 TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION D1 lJ i 25 CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION EROSION i SHEET TITLE AUG 2 4 207 GENERAL NOTES Southold Town ISHEET NUMBER Planning Boaro GN - 1 ELITE TONERS LP. �; �ap�q��y � FOR � ®- a ELITE TOWERS L P SUFFOLK iVI1d4I�' i ; ���+ ��° ��•�� � N 44 WEST JEFRYN BLVD VATER AUTHORITY 4' SUITE Os 7 DEER PARK, NY 11729 LAUREL STONE CONSTRUCTION DRAWINGS 604/14/17 JISSUM FOR RUM . 7 - t.- _ - tlf� �• 5 03/27/17 IS'JED FOR Co%-r iCnON / •p� - \, �• = f � - 4 10/07/16 ISSUED FOR ClEffRaonoN i ® - _ - t✓� 3 09/29/16 ISSUED FOR OO<'bllMON 2 08/22/16 ISSUED FOR ODNSTR.CIION - / / ' - - •7/ s' _ eC ®• 1 07/13/16 IS9,.ED FOR CaETRUCIICN ',,•, o 05/01/15 IssuEn FOR carslraclaN .• r - - D 04/06/15 FFMSED PER CO#•&M , $SSS-- F�, b�°• ^- - Y`^\ I c 03/31/16 IFENISM PER OMAN s F Dewberry® . - I - �,t�'r' S.r1y _`C 'V (\. _ ���r�y � •tet} _ - • ��l - - Dewberry Engineers Inc. 600 PARSIPPANY ROAD -,- A. 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Planning Board C ELITE TOWERS LP. ELITE TOWERS L P 44 WEST JEFRYN BLVD SUITE 05 DEER PARK, NY 11729 LAUREL STONE CONSTRUCTION DRAWINGS 6 04/14/17 60 ED FOR RUN3 5 03/27/17 ISSUM FOR aMR0000N 4 10/07/16 IS9,1fD FOR CON5TRJ.'ZION 3 09/29/16 ISS FOR CaETPo.=CN 2 OB/22/16 ISSUM FOR OaSTRX RCN 1 07/13/16 ISSLO FCR O0WRIL70N 0 05/01/15 ISS.ED FOR CONlR1CTI0N D 04/06/15 f�PM OOMeZS C 03/31/15 IMASM FIR OM&ORS 19 Dewberry Dewberry Engineers Inc. 600 PARSIPPANY ROAD SURE 301 PARSIPPANY.NJ 07054 PHONE 873.7399400 FAX 973 7399710 -01 ��QUER M`c�G�� 'Co �) n T Hf7R N 7 1 R IS A MO LA SON,UNLESS THEY ARE ACT, (RECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS PROPERTY OWNERS LIST DOCUMENT SECTION BLOCK LOT PROPERTY OWNER & ADDRESS PROPERTY LOCATION ZONING DRAWN BY IA 122 6 359 SUFFOLK COUNTY WATER AUTHORITY NO # ROUTE 25 8 4060 SUNRISE HWY MATTITUCK, NY REVIEWED BY JWS OAKDALE, NY 11769-1005 122 6 .36 6955 ROUTE 25 CORP 6955 ROUTE 25 B CHECKED BY GHN PO BOX 199 MATTITUCK, NY MATTITUCK, NY 11952-0199 PROJECT NUMBER 50070398 125 1 19 4 EDWARD & SHARON SCHMIDT 6865 ROUTE 25 B PO BOX 263 MATTITUCK, NY JOB NUMBER 50070399 NEW SUFFOLK, NY 11956-0263 126 1 1 2 KEIL ALVAHS LANE FARM LLC NO # ROUTE 25 R-40 SITE ADDRESS 30 E GATE DRIVE MATTITUCK, NY HUNTINGTON. NY 11743 126 1 1 1 KEIL BRAY AVE LLC 7100 ROUTE 25 R-40 30 E GATE DRIVE MATTITUCK, NY 7055 MAIN ROAD HUNTINGTON, NY 11743 MATTITUCK, NY 11952 126 1 2 KEIL ALVAHS LANE FARM LLC 6950 ROUTE 25 R-40 30 E GATE DRIVE MATTITUCK, NY HUNTINGTON, NY 11743 SHEET TITLE PROPERTY rE OWNERS LIST SHEEf'NUMBER017 nwn A- 2 ard ELIT TOWERS LP. ELITE TOWERS L P _ r w+syw- e • - " _ 1 ,,, :,;$ 44 WEST JEFRYN BLVD _ t ; A r SUITE Q5 , - "� � i[. d' -.,� 'E .�. < � �.-� ., 8 1 ♦ ; �• �f-�p) _ DEER PARK, NY 11729 ;r +�_ w. J / '► ,r ,.- .i ce ..` ,.0. LAUREL STONE Ai CONSTRUCTION DRAWINGS +. a �* . - €.' ..• A ,,� \ _- �" r7v-- - t* 6 04/14/17 ISSUED FOR FILING 5 03/27/17 ISSED FOR CONSRJCDON 4 10/07/16 IaLD FOR aMTRUC11CN 3 09/29/16 ISSUED FOR M%7RULTICN 1 2 _FOR 0OR3R.CnON K, 4�,"a- '•s - - a� - t,g -. 08/22/16 ISSUED FOR CONSIRLICIICN 0 05/01/15 ISSUED FOR COSR UCDON r - ` •, ::/ _> - 4' - .._ -_`jI D 04/06/15 IRDASED PER 03AU47S . ' :« s ':.r EN C 03/31/15 RSEI PER COMANTS �. -„� - I 500' RADtlIS .: ... '• F \f"i1 - f� \\ ,1 Dewberry® Dewberry Engineers Inc. 4 dib. .. ♦ A'ice'*fy:'+y� \ f 000 PARSIPPANY ROAD x r., r 'r SUITE 301 ''.� r - �i .•`''4t°�M�' \ f_ \ V .fie PARSIPPANY,NJ 07054 i.. -.. a< � •. SUBJECT I -. ,. - * ��,•.. _ ��� LOCATION Il PHONE:873.730.8400 y _ FAX:873.739.9710 UT VV �4, .. ";�,i st � 1. a„""''v� RMM rLOQ ' �• .MIS, NEW T' >' _ - 1 �o TIS A VIOLATION E55 TE EV ARPRG ENG F A v..... .. - ,�._ -.' ' 1 •� T # / �.E -cu SS DOCUMENT v A,TE�LRiS A DRAWN BY IA r. + #L.• REVIEWED BY. JWS CHECKED BY GHN ... "4 PROJECT NUMBER: 50070398 . j �,. '� " • - • .. 1 � '�' �>EaIV"1., r� � -�4�'� `4 �`. R-4...� �4, � JOB NUMBER 50070399 r ^ " , p - - SITE ADDRESS z Ar ` T a� .r i' " � "'•� 7055 MAIN ROAD �_- Ah. _ . . %:_ .y MATTITUCK, NY 11952 LEGEND B - GENERAL BUSINESS AC - AGRICULTURAL CONSERVATION 2 ACRE \ SHEET TITLE VICINITY MAP �� \ SCALE" 1"=200' FOR 1 1"x 17" El \ \ \NOTES, ` 1 =100" FOR 22"x34" G D \ \ VICINITY MAP I. NO EXISTING LANDMARKS LISTED BY FEDERAL, I STATE, OR TOWN AGENCIES WITHIN 300 FEET. 0' 100' 200' ' R-40 RESIDENTIAL LOW R-80 RESIDENTIAL LOW 2 THE MAIN ROAD HISTORIC DISTRICT IS ELIGIBLE =mqDENSITY (1 ACRE) DENSITY Q ACRE AUG 2 FOR LISTING ON THE STATE REGISTER, BUT HAS NOT 4 2017 SHEET NUMBER BEEN RECOGNIZED FOR THE NATIONAL REGISTER. Southold Town A- 3 Planning Board GENERAL NOTES 1. SUBJECT PROPERTY IS KNOWN AS DISTRICT 1000, SECTION 122, BLOCK 06, LOT ELIT T jT� ry-+OT���� ��° 354 AS SHOWN ON THE TOWN OF SOUTHOLD TAX MAPS ! �/�-1 + 2 APPLICANT ELITE TOWERS LP 44 WEST JEFRYN BLVD, SUITE Q5 ELITE TOWERS LP DEER PARK, NY 11729 44 WEST JEFRYN BLVD 05 CO-APPLICANT NEW YORK SMSA LIMITED PARTNERSHIP SUITE � DEER PARK, NY 11729 /CENTERLN WIRELESS 4 O KOD / [I WEST NYACK, NY 10994 CO-APPLICANT NEW CINGULAR WIRELESS PCS, LLC (AT&T)/ LAUREL STONE/ / Sy+ ONE AT&T WAY a 9,'S BEDMINSTER, NJ 07921 3 PROPERTY OWNER 7055 LAUREL STONEIN SUPPLY PLUS, INC _ PROPOSED 120' TAIL MATTITUCK, NY 11952 CONCEALMENT POLE 4 SITE PLAN DATA OBTAINED FROM SURVEY BY AMERICAN ENGINEERING & LAND / SURVEYING, PC, STEPHEN E RAVN, P.E. LS, DATED OCTOBER 28, 2014 CONSTRUCTION DRAWINGS C22 \ 604/14/17 159JED FOR FlLIN; 5. THE PROPOSED USE IS FOR TELECOMMUNICATIONS AND IS NOT INTENDED FOR PERMANENT EMPLOYEE OCCUPANCY THEREFORE, POTABLE WATER, SANITARY 503/27/17 ISSUED FOR COI6lId1CIlON SEWER AND ADDITIONAL ON-SITE PARKING ARE NOT REQUIRED 4 10/07/16 1S9JED FOR C7N5I`RI1(.•IION 6 FACILITY SHALL BE VISITED ON THE AVERAGE OF ONCE A MONTH FOR 3 09/29/16 ISSUED FOR OaSIRUCIICN /--/ 2 08/22/16 ISSUED FOR CUE91 OCN X' 1 MAINTENANCE AND SHALL BE CONTINUOUSLY MONITORED FROM A REMOTE I +� _ �1�,''"� I FACILITY 1 07/13/16 ISSUED FOR 071,6"IRUCIICN �- 7 ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND 0 05/01/15 ISSUED FOR ouGRUCOCN I 0 FALL ZONE RADIUS LOCAL CODES, INCLUDING ANSI/EIA/TLA-222, AND COMPLY WITH ELITE TOWERS 004/06/15 REMSDD PERCOM.EMS N L P. SPECIFICATIONS / ,.:•,yam 10 \¢'yc / 22'-I"± U� C 03/31/1s F�ASED PER OCffi4Jf5 2-6. } } I 8 CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" (1-800-272-1000) FOR L 7_ IDENTIFICATION OF UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION f / 240'-0' 9 NO LIGHTING AT THE TOWER 15 PROPOSED OR REQUIRED BY THE FCC OR FAA 19 Dewberry 10 THERE WILL NOT BE ANY SIGNS OR ADVERTISING ON THE ANTENNAS OR \ EQUIPMENT Dewberry Engineers Inc. 60D PARSIPPANY ROAD 11 THERE IS NO PROPOSED GRADING REQUIRED FOR THIS LOCATION SUITE 301 PARSIPPANY,NJ 07054 FAX NE 973,7399400 ��0 00 � QSR M° cls�r �. ePROPOSED 50'x50' (2500 SF) - _ 4'I\ 190• / D � 'A0 C-2 EQUIPMENT COMPOUND ,, \ 9• ' CENTERLINE OF I - --" 9• / ., v i� � 7 ACCESS ROAD ° I �'\�� \ - LG1 I° Southo!down 49 / Piamm�g Board T c D I + - IT IS A MOLATIO SON,UNLESS _ THEY ARE ACTING U E DIRECTION OF A ))00. --' - - / oyLICENSED PROFESSIONAL ENGINEER TO ALTER THIS LEGEND -_ 'o�r BULK REQUIREMENTS FOR ZONE B - GENERAL BUSINESS DDcuuENr 5 8217'56"W PROPERTY/EASEMENT LINE - ` I�YS29 _�__ \ µ� y� REQUIRED EXISTING PROPOSED REMARKS DRAWN BY A ffs. )'•- ` LOT SIZE30,000 71,725 SO FT E LIGHT LINE WORK AND TEXT >, <t gQ FT NO CHANGE DENOTES EXISTING CONDITIONS " � � - �,� 1 6466 A REVIEWED BY JWS PROPOSED HEAVY LINE WORK AND TEXT = � ~ " LOT WIDTH* 150 DENOTES PROPOSED CONDITIONS „ - \ SO FT 10528 NO CHANGE CHECKED BY GHN BUILDING/STRUCTURE / \ \ '`� {' LOT DEPTH 150 SO 43935 NO CHANGE PROJECT NUMBER 50070398 ---- — CHAIN LINK FENCE / a° �^ ;L ) FT UTILITY POLE / / vJ 'L ,l ----- --- SETBACK LINE � _ � � ,100 }� LANDSCAPE AREA 35% >357 NO CHANGE JOB NUMBER 50070399 ELECTRIC SERVICE I °, SETBACKS FRONT _ SITE ADDRESS L - --- — — — — 149'-5" 1291._6. PROPOSED UNDERGROUND POWER & TELEPHONE SERVICE TELCO CONDUITS FROM STREET TO • F I, i U SIDE 25 F7 142'-8" ±65'-5" ABOVE MEAN SEA LEVEL C-4 PROPOSED EQUIPMENT COMPOUND - _ BOTH SIDES 50 FT 1102'-6" 1138'-3° L ABOVE GROUND LEVEL REAR 35 FT ±295'-8" ±85'-4" 7055 MAIN ROAD SPOT ELEVATION _ HEIGHT 35 FT > 35 FT 120 FT. EXISTING CONTOUR DISTANCE PROPOSED POLE TO MATTITUCK, NY 11952 FACILITY TO NEAREST - - HOUSE = PROPOSED CONTOUR -- RESIDENTIAL STRUCTURE ±496'-3" ---- -- - LIMITS OF DISTURBANCE - DISTANCE PROPOSED LIMITS OF DISTURBANCE FACILITY TO NEAREST POLE TO -` -' WITH SILT FENCE PROPERTY LINE WITH - - R-40 = SHEET TITLE RESIDENTIAL USE ±420'-9" - •-----,-- BRUSH LINE HEIGHT OF ANTENNA - 120 FT SITE PLAN 80 FT SITE PLAN //\\ SUPPORT STRUCTURE & NOTES NOTES j DISTANCE OF SCALE 1"=60' FOR 11"x17" POLE TO STREET - - ±319'-8" SHEET NUMBER - 1 EXISTING MONUMENTS ARE NOT TO BE 1'=30' FOR 22"x34" DISTURBED 0 30' 60' NOTE: COMPOUND LOCATION IS WITHIN 500 FEET TO RESIDENTIAL DISTRICTS \ PROPOSED FIRE FLITS 'I'OyVEIZS LP. 8 DEPARTMENT WHIP C-4 ANTENNA TOP OF PROPOSED FIREDEPARTMENT WHIP ANTENNA ELITE TOWERS L P. ELEV - 132'-0" AG L 44 WEST JEFRYN BLVD SUITE Q5 DEER PARK, NY 11729 PROPOSED (3) VERIZON WIRELESS 36"0 TOP TOP OF PROPOSED CONCEALMENT POLE ANTENNAS MOUNTED INSIDE nfl ELEV. = 120'- - 0' AG L x x x X x x X x X X x x� CONCEALMENT POLE (BY OTHERS) Z — — — — — — o^ CL PROPOSED VERIZON WIRELESS x III o w ELEV =A 115'-6"A G L LAUREL STONE BOTTOM OF ANTENNA SECTION U U N x _' ELEV110110 0 A ITL FILL x PROPOSED (3) AT&T ANTENNAS MOUNTED IIII _ CL OF AT&T ANTENNAS SBY OTHERS _ INSIDE CONCEALMENT POLE (BY OTHERS) IIII ELEV = 105'-0' A G L x ----- -------- -----�----- - - ---- BOTTOM OF ANTENNA SECTION _ _ uu CONSTRUCTION DRAWINGS I ELEV = 1 QO'-0" AGL 071 6 04/14/17 ISSUED FOR RUNG X p / PROPOSED (3) AT&T ANTENNAS MOUNTED IIII 5 03/Z7/17 ISSUED FOR COt•SfRUCBON III _ CL OF AT&T ANTEV - 95Y OTHE S INSIDE CONCEALMENT POLE (BY OTHERS) 4 10/07/16 ISSUED FOR CCFSfR.ClION i ' + IIII ELEV = 95'-0" A G L x 10'x20' EQUIPMENT I _ _ i - AREA I - - BOTTOM OF ANTENNA SECTION WJ 309/29/16 ISSUED FOR OOrb1FdX.'fION J i PROPOSED VERIZON WIRELESS X ELEV = 90'-0"AG L n 2 08/22/16 ISSUED FOR C0N5RIX.TION 12'x30' EQUIPMENT AREA WITH I 1 07/13/16 ISSUED FOR CCPSfRIX,•I1CN x i CABINETS, GENERATOR AND II - -CL OF FUTURE ANTENNAS 005/01/15 ISSUED FOR CCNSfRUCfICN I OVERHEAD WEATHER CANOPY PROPOSED 6' HIGH 5 II ELEV. = 85'-0" AG L PROPOSED 120' TALL r5 II D 04/06/15 F£ASED PER COAeffS CONCEALMENT POLEI I (BY OTHERS) - X�CHAIN LINK FENCEC-3 BOTTOM OF ANTENNA SECTION _ EB IR 1p El E3_ER ri ELEV =80-13" A G L II H C 03/31/15 FZ-_VSED PFft Cgv},£MS x 20'-0' o _ II _ _CL OF FUTURE ANTENNASJNdewberry — — — I PROPOSED FIRE x I I ELEV = 75-0" A G L NV 10 DEPARTMENT CABINET �7 ON 4'-0" X 7'-0" C_q BOTTOM 7D-0"ANTENNAGLH SECTION - I I Dewberry Engineers Inc. o CONCRETE PAD ELEV - b - - - --------- -------------,� PROPOSED 120' - -CL OF FUTURE ANTENNAS 600 PARSIPPANY ROAD TALL CONCEALMENT POLE I I of ELEV = 65'-0" AEL-0 SUITE PROPOSED 4'-0" X 5 I I I a PARSIP3PANY,NJ 07064 x7'-0-— — 7'-0" (28 SF) I I BOTTOM LTOM F AO' EN L SECTION - PHO 3738.9400 CONCRETE PAD_ C 4 I I PROPOSED FIRE XDEPARTMENT 3 I ! OF NEV, UNDERGROUND POWER C_q V x I --- - II AND TELCO CONDUITS ILJI x I CO Q C/ 10'x20' EQUIPMENT I I 10'x20' AT&T CONCRETE AREA EQUIPMENT PAD WITH I I I . x I I CABINETS AND GENERATOR �ti- II PROPOSED FIRE I Via) O o (BY OTHERS) �` II DEPARTMENT 7/8"0 u 8 "" I x COAX CABLE TO BE _ N i I ROUTED INSIDE I PROPOSED 50'x50' (2500 SF) + L _ - II CONCEALMENT POLE EQUIPMENT COMPOUND x I - PROPOSEDFIRE 1 I PROPOSED VERIZON WIRELESS 9'-0" DEPARTMENT OVERHEADII X PROPOSED MESA e TALL OVERHEAD WEATHER CANOPY CABLE TRAY C_q 3'-11" I I CABINET C_q I (BY OTHERS) (BEYOND) J6155' x I PROPOSED FIRE �— — _ _jj PROPOSED (2) 6' WIDE I PROPOSED AT&T ,0'-0" x 20'-0" CHRIST — — — — I DEPARTMENT 7/8"0 I /T C_3 ACCESS GATE I (200SF) CONCRETE EQUIPMENT PAD NEW YORK -1 J COAX CABLE TO BE I - WITH CABINETS (BY OTHERS) R IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ROUTED INSIDE r I { TMEY ARE ACTING UNDER THE DIRECTION OF A X CONCEALMENT POLE I 5 PROPOSED 6' HIGH I PROPOSED MULTI-METER 1 LICENSED PROFESSIONAL ENGINEER TO ALTER THIS 1-0" I i C-3 CHAIN LINK FENCE I RACK WITH 800 AMP DOCUMENT - x — x - - I —�x �x x x 2'-0' SERVICE C-4 1-0" PROPOSED PAD DRAWN BY IA PROPOSED 50'x50' (2500 SF) x �\ x — — _ MOUNTED TRANSFORMER PROPOSCABINET REVIEWED MESA 2 EQUIPMENT COMPOUND / — — (BY OTHERS) REVIEWED BY JWS PROPOSED PAD MOUNTED }JJ L — —— — — — O — — — TRANSFORMER (BY OTHERS) / i/ �� CHECKED BY GHN PROPOSED BOLLARD ` s (NP) E,c§rn ;-ratle gy PROJECT NUMBER 50070398 e PROPOSED (2) 6' WIDE e PROPOSED UNDERGROUND POWER-& —_ 1 PROPOSED MULTI-METER RACK TELCO CONDUITS FROM STREET TO JOB NUMBER 50070399 C-3 ACCESS GATE C-q WITH 800 AMP SERVICE PROPOSED EQUIPMENT COMPOUND C_3 _ 44"0 BASE SITE ADDRESS NOTES 1 PROPOSED 120' CONCEALMENT POLE AND CONCEALMENT POLE FOUNDATION TO BE DESIGNED BY COMPOUND PLAN OTHERS NOTES, 2 CONCEALMENT POLE FOUNDATION SHALL BE DESIGNED TO SUPPORT THE CONCEALMENT POLE 7055 MAIN ROAD SCALE:1"=10' FOR 11'x17" 1 ALL DISTURBED AREAS OUTSIDE OF COMPOUND 1"=5' FOR 22"x34" BUILT TO CAPACITY UTILIZING A GEOTECHNICAL INVESTIGATION BY A LICENSED NY PE SHALL BE RESTORED TO EXISTING CONOITIONS 3 THE CONCEALMENT POLE AND FOUNDATION SHALL BE DESIGNED PER THE TIA-REV F STANDARD. MATTITUCK NY 11952 0' 5' 10' IT SHALL PROVIDE A STRUCTURAL ANALYSIS OF THE CONCEALMENT POLE PREPARED BY A 2 PROPOSED GRADES TO MATCH EXISTING GRADES, LICENSED NEW YORK PROFESSIONAL ENGINEER CERTIFYING THAT THE PROPOSED CONCEALMENT UNLESS OTHERWISE NOTED 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 TIA CRITERIA SHEET TifLE 4 THE CONTRACTOR IS RESPONSIBLE TO CONFIRM THAT ANY AND ALL ATTACHMENTS MATCH THOSE LISTED IN THE STRUCTURAL ANALYSIS CERTIFICATION, PRIOR TO INSTALLATION COMPOUND PLAN n ((a C u I I�I & ELEVATION VV�u SOUTHWEST ELEVATION l� u SHEET NUMBER SCALE 1"=20' FOR 11"x17" 2 ,g O 1"=10' FOR 22"x34" AUG 2 `� I � , 0' 10' 20' C - 2 Planning Board ELITE ELITE TOWERS LP. TOWERS L.P. FENCE POST ® ELITE TOWERS L P B'-0" GCSE FOR INFORMATION OR CONCERNS 44 WEST JEFRYN BLVD REGARDING THIS FACILITY SUITE Q5 FABRIC SECURED TO POST DRAWSTRING RUNNING PLEASE CALL 1-800-XXX-XXXX DEER PARK, NY 11729 WITH METAL FASTENERS AND THROUGH FABRIC REINFORCEMENT BETWEEN ALONG TOP 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 z - — r 2" (MIN) PRIOR TO ENTRY CHAIN LINK FENCE EMOV TO"'" AND EP C NO TRESPASSING N " COMPOUND AREA WITH 3/4 " GRAVEL SURFACING, MINIMUM 00000000000000 000000000 00000000000000000000000 RED CONSTRUCTION DRAWINGS z EXISTING GRADE ON-V G ATN WEED BARRIER 4" (MIN}� - ;� ,'•,1,- - ,_ % - NOTE, 6 64/14/17 ISR FOR RUNG GRADE TO DRAIN 5 03/27/17 ISSUiD FOR CO<`SI%C.'DON 6" FABRIC 'TYPAR. HEAVY GRADE" BY - _ - - �y REEMAY, 1-800-321-6271 OR 1 SIGN TO INCLUDE BLACK LETTERING EXCEPT AS 4 ,p/p7/,6 159.iFD FOR OO<`6fRl.CDON _ APPROVED EQUAL NOTED, ON WHITE BACKGROUND, ON METAL DIG 6" DEEP TRENCH, WEED BARRIER- COMPACTED CONTACT ELITE TOWERS PROJECT MANAGER FOR 3 09/29/16 ISSUED FOR OCISRUCIION BURY BOTTOM FLAP, TAMP COMPACTED "T1'PAR" LANDSCAPE SUBGRADE EXACT TELEPHONE EMERGENCY NUMBER 2 08/21/16 ISSUED FOR CO59a.CTION IN PLACE SUBGRADE FABRIC OR EQUAL 1 07/13/16 ISS IED FOR CCNSIRUCfION SILT FENCE DETAIL GRAVEL SURFACING DETAIL,/—� GRAVEL ACCESS AREA DETAIL EMERGENCY SIGN DETAIL 0 05/01/15 ISSUED FOR CC'SIRUCDON SCALE N T S. I SCALE- NTS L SCALE NTS J SCALE N T-S D 04/06/15 EOMSED PER OOMkNrS C 03/31/15 LASED PER COIJv NIS Dewberry® Dewberry Engineers Inc. 600 PARSIPPANY ROAD SUITE 301 PARSIPPANY,NJ 07054 1 GATE POST, CORNER, TERMINAL OR PULL POST 2-1/2"0 SCHEDULE 40 FOR GATE WIDTHS UP TROUGH 4 FEET PER - --- --- PHONE 973739.9400 ASTM-F1083 n {�'] •�-� 2 LINE POST 2"0 SCHEDULE 40 PIPE PER ASTM-F1083 D E II- �I `1�J �� I 1: FAX-9737399710 3 GATE FRAME 1-1/2"0 SCHEDULE 40 PIPE PER ASTM-F7083. AUG�/ (� U 7 - ! QFp EK/ 4 TOP RAIL & BRACE RAIL 1-1/2"0 SCHEDULE 40 PIPE PER ASTM-F1OB3 AUG 2 4 2011 � I ,`P�`NeR M �0 5 FABRIC. 12-GAUGE CORE WIRE SIZE 2-INCH MESH, CONFORMING TO ASTM-A392 co 6 TIE WIRE. MINIMUM 11-GAUGE GALVANIZED STEEL AT POSTS AND RAILS A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE Southold Town CO BY HOG WITH FABRIC 14-GAUGE, 4-POINT BARBS SPACED ON APPROXIMATELY 5 INCHES CENTERS (BLACK) Planning Board a —I 7 TENSION WIRE 7-GAUGE GALVANIZED STEEL i 8 GATE LATCH DROP DOWN LOCKABLE FORK LATCH AND LOCK, KEYED ALIKE FOR ALL SITES IN A GIVEN MTA f"1 FINISHED GRADE- MATCH SLOPE .� 9 HEIGHT= 6 FEET VERTICAL THICKNESS AND MATERIAL OF EXISTING 10 ALL FENCE COMPONENTS SHALL BE GALVANIZED, EXCEPT CHAIN LINK FENCE, IN ACCORDANCE WITH ASTM A123 "ZINC (HOT-DIP D REC ED BNYNTHE ENGIN E RS 10 0 �1S' QI o Ie'4", , GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS" �I 1 TYPICAL CHAIN LINK FENCING NOTESGATE GATE R I$A l Eff6a% yj� OFNAMS 2B"* IICTE SED vROF �B1CW 0 ALTER THIS (INSTALL FENCING PER ASTM F-567;SWING GATES PER ASTM F-900) P ST POST OOCUMEM SUPPORT ARM WARNING TAPE � CORNER, GATE, '-0" N 6'-0" N END OR PULL TOP BRACE CUR OPNG CLR OPNG DRAWN BY IA POST RAIL TOP RAIL TOP BRACE RAIL REVIEWED BY JWS ' 11-1 I I- _.ATE - —-— - I CHECKED BY GHN w/L6CKGATE TCH -III ------_--__ _ I I I- STRETCHER z ST II PROJECT 1"ABOVE 0 I I— ____-___—_____I I PROJECT NUMBER 50070398 } BAR ¢ BAR -------_ - =m GROUND AND SLOPE is BAR "i UNDISTURBED DIAGONAL ROD w/ mj u EXTERIOR ALL AROUND (TYP) -III-7-7-7-7-71 ------_ - JOB NUMBER 50070399 STEEL TURNBUCKLE in 0.1 SIDE I DIAGONAL ROD BOTTOM TENSION 0 z SFACILETY w/STEEL I I I I -- -- -- —__III- SITE ADDRESS 3 WIRE TURNBUCKLE ___________ CLEAN FILL (CONTROL �} 1" {'z\ FINISHED GRADE TENSION CROWN FINISHED GRADE I_ 6 * 6 —_I COMPACTED IN 12" LIFTS) OR EXISTING WIRE OR EXISTING FINISH GRADE - (MIN) (MIN) ;,'-Y'� GROUND GROUND OR GROUND --1 1 1. - av � 1_1/2., MAX CLEARANCE 1-1/2"2 MAX IIII -z J °z 1-1 2" (MAX)j II I GAE iii I— + + + + I CLEAN SAND 7055 MAIN ROAD ��ll}}I FROM GRADE / " I I '�E I / ( ) FRAME CONCRETE 40 OO TING ROM GRADE 1MIN �� I II I III _ MATfITUCK, NY 1 1952 -� LTJ ` I I I I-I I IEEi I I-I IMI TWO (2) 4" V- �� �CONCRETE)FOOTING NOTE III—III—I I— I I I I CONDORS FOORR ELECTRIC (4000 TWO CONDUITS 4FOR TELCO TITLE CHAIN LINK, CORNER, GATE MINIMUM SEPARATION PER TELCO AND UTILITY 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 N T S 5 SCALE NTS V B5 37" 30 94' ELITE TOWERS LP. 3-1/2" OD UNISTRUT PIPE/CONDUIT CLAMP P1119 OR // \\ ELITE TOWERS LP POST P2558-35 (GALV) (TYPICAL) FOLLOW MFG / m \ 44 WEST JEFRYN BLVD RECOMMENDATIONS FOR BOLT TORQUE \ SUITE Q5 C1 FINISHED GRADE- MATCH SLOPE DEER PARK, NY 11729 THICKNESS AND MATERIAL OF 26"# EXISTING CONDITIONS OR AS MAIN DISCONNECT u�i DIRECTED BY THE ENGINEER TO BE FIELD DETERMINED SWITCH, TYP p 3"0 SCH 40 METER BANK 'MA' II o WARNING TAPE-\ STONE PIPE (GALV) NAMEPLATE TYP (SEE OR NAMEPLATE TABLE , Ir 3"0 RGS CONDUIT SHEET E-2) (GALV. TYP) PIPE CAP (TYP) MESA PRE–INSTALLED –– ––––––—– DISTRIBUTION PANEL PLAN VIEW I I—III =_ —I —I ® p I I ___-_--_-_--_ —III CONSTRUCTION DRAWINGS �w __-- -----_--_—I 604/14/171SSI FOR F1UPG Q UNISTRUT P1001 GALV ____ _ ______ So 0 I -III -- - -_-_-_--—- _ UNDISTURBED 50.3/27/17 HED FT)2 OxSIRX.'I10N io wo ~ Q O ------------- 410/07/16 IS41ED FOR MWRUCDON 3 09/,29/16 159 FOR CONSTRUCTION p O -III -------—--— III CLEAN FILL (CONTROL 2 08/22/16 ISSISSUED. FOR COMSTRUCTICrN ICOMPACTED IN 12LIFTS)= 6 "# 6 —I 1 07/13/16 IS7JED FOR 096fRIJCIICtd FINISHED GRADE _ (MIN) (MIN) III 0 05/01/15 En FOR CONSTRUCTION t t D 04/06/15 RD,15aD PER COMMENTS C 07/31/15 1 REMSfD PER COMMENTS m 10"0 PLAIN - CLEAN SAND c1 i i CONCRETE PIER _ • ____= III—III— I I-III— I I FOR E PVC CONDUITS dewberry® STRONCWELL BOX III—III—I I— I I I I FOR ELECTRIC PROVIDE WATERTIGHT HEAVY =_=_=_=_ Dewberry Engineers FIC DUTY METER SOCKET OT (1) 2" PVC CONDUITS BOO SIPPANY ROAD COVER ON SPARE SOCKETS FOR TELCO SUITE 3 (TYP OF 4) MINIMUM SEPARATION PER TELCO AND UTILITY PARS P COMPANY REQUIREMENTS PANY,NJ 07054 PHONE 8737399400 FAX 973 739 9710 FRONT VIEW SIDE VIEW METER BANK MOUNTING DETAIL MESA CABINET �� 2" PVC UTILITY TRENCH DETAIL ��� SCALE. NTS I SCALE N T S L SCALE. N T S CD��'' 6 IN 0, 2500 PSI CONCRETE FILLED, SCH 40 STEEL PIPE Dom- f z BOLLARD P (TYP) AUG 2 4 2017 - 1/2" CROWN < p HEAVY-DUTY GRIP-STRUT' CI C P 2'-0"WIDE thold Town NEW RIAO - SOU (7 Board rt IS A wouTIO NLEss W WAVEGUIDE Planning THEY ARE ACTING N OF A ttPOST LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT 2500 PSI CONCRETE Z u z FOOTING = z_ I, 'a,,,, - - -' Superior eriornow. :i"riran, _ P P DRAWN BY IA CROWN EACH FOOTING �;T - -e0. AN.-1C..,°y'��? ' 2"AFG I _:'?=^..`� 'K,s 1 REVIEWED BY JWS FINISH GRADE `-, :;'I, .;, t•-a+..,, , y-y-.,�-�0n-' -- -i,°��-_____?cszs+i'y__ CHECKED BY GHN Gk lm_xJ_ 3"} --�1 12"Fes-- _ I III I,i 1' .i`. � �," ------ --__-- �� 7_.-'-- PROJECT NUMBER 50070398 �� vm�teseyt�4ho.L Berea -- _ Y x_ o a JOB NUMBER 50070399 _-III- Iii COMPACTED SUBGRADE f= t -.---'"�fy�•'-- r` -• r• I� � Ll_ _-- - - '--- - - _ 5. -gNn'g Ralrxl_- OCywtl BOLLARD DETAIL CONC FOOTING SCALE N T S 4 1-0" (4000 PSI) ::Fn SITE ADDRESS NOTES. `>9••u ',i -p »� _ '•€ [j9 -'-------, ,L",',------- -i•. [�'' -e9M w5m -� __mnli,- - +�----- 1 CABLE BRIDGE SHALL BE SITE PRO 1 GRIP STRUT -r' " `•. ;;tiff_ -• I<_ S— 1 !nm _=0� su 1sT TRANSMISSION LINE BRIDGE KIT(P/N 1924D-216T3) OR +"•'( 7055 MAIN ROAD WWM 6 x 6 - W2.0 x W2 0 6°THICK APPROVED EQUAL c._ 't,a I'- a ��I"s`"�--------- -- --°�"-i°'--- - - - AT MID-DEPTH OF SLAB - I%`=" wegN-� _ Ia1DA CONCRETE SLAB �� �'�-' _•�� ':->�, -� --- ,±5. ±N. apap,7x.--- � MATTITUCK, NY 11952 5" 2 ALL COMPONENTS SHALL BE INSTALLED ACCORDING TO w:xy;,!,»�_-'"`–�s��e - ti-r:--, ..Fs waasmµ�-rreMp �@aLi&ISHUI 8' MANUFACTURER'S SPECIFICATIONS •,uuan°uYa-uTmucaru nucauv - s--- _-----TM»stei_e+�l__ wxasym `yrs----- Ua mIm 3 CONTRACTOR SHALL DETERMINE REQUIRED QUANTITY OF ALL CABLE BRIDGE COMPONENTS r•+",�.�- - - ,I J -V '1�it n.m:M1c Envirtmmnbl5acduLan __ __ _ 4 SNAP-IN HANGERS, SPUCE KITS, HINGE KITS, EXTENSION KITS, _ _ - _ - '��y o =y`„?r-�--•-{ aen-La�A�ca lraTP�mEa= 1L_�_ ote11311-- -- SHEET TITLE STIFFENERS, AND OTHER MISCELLANEOUS HARDWARE SHALL BE w,e�Araa Lrr tei man a.s7�sssx PROVIDED BY THE CONTRACTOR AS REOUIRED uws:a usr.Ec - i=armwtcLm w7- k nyr�nl__, _ �• __ NigL ,h�al:a6j- o I bz-- k4bjT01 ___--21751:x___-- CIVIL/STRUCTURAL 5 CABLE BRIDGE SHALL BE ROUTED TO ACCOMMODATE THE Wi=n"1°, - _ c�. ensfL mmnc�L N�oa1 _ u ____ •'t,' .l,�,,'ll ,.\ 111'\ 6" Tus�mmr•.f1N_^�i.N°I�)_-__ NnW ____ 797 _ MINIMUM BENDING RADIUS OF THE COAXIAL CABLE +�• =_ �T*� --- �u — DETAILS-2 cam-'–°m,allamllm+�:gL—Nn1amT--- ---:�a0s3L----- CLEAN STONE 6 CABLE BRIDGE COMPONENTS'SHOWN ARE SCHEMATIC, SD314–HF2P2SNM(DOO) NOTE' CONSULT MANUFACTURER FOR EXACT AND CURRENT SPECIFICATIONS FIRE DEPARTMENT WHIP SHEET NUMBER 1 TOTAL AREA OF CONCRETE PAD IS 4'x4'=16 SO FT CONCRETE PAD DETAIL CABLE BRIDGE DETAIL FIRE DEPARTMENT CABINET DETAIL (1 ANTENNA DETAIL SCALE N T S J SCALE N T S U SCALE N.T.S 7O C - 4 SCALE N T S