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HomeMy WebLinkAbout7/2/20 Approved Plans ELITE TOWERS LP. ELITE TOWERS L.P. 44 WEST JEFRYN BLVD ,.9 :. .'•. SUITE Q5 DEER PARK, NY 11729 007 LAUREL STONE a 3= , uND ct ,PUP.SUANT TO SOUMOLD TOWN CODS r_-CTTaN CONSTRUCTION DRAWINGS r%131(1),ACKNOWLEDGES THAT THE CONDITIONS OF THE SITE PLAN OVAL SET FOZM LN THE RFSOLtMON OF APPROVAL DATED 7 02/07/20 ISSUED FOR FILING ® .-.I.I��ARE ACCEPTED(SEE CONDITIONS ON RESOLtMO,'�< 6 04/14/17 ISSUED FOR FILING LAU R L FLEA$E PM"r NAINIM, 5 03/27/17 ISSUED FOR CONSTRUCTION O? _GN ATUR£ TT ""--- °- 4 10 07 16 ISSUED FOR lON R01AD DATE / / ` F�o Ar o�k 309/29/16 ISSUED FOR CONSTRUCTION AK H 'vLVG soAIID 2 08/22/16 ISSUED FOR CONSTRUCTION 1 07/13/16 ISSUED FOR CONSTRUCTION CHA VERSO V SIGVATI I� b TE�-+ ' 0 05/01/15 ISSUED FOR OONSUM70N `�Rl AA% E'lul Elp m— w U toir�111�lb K H1��TE:'itr��~ro s�J a!!e de+e"o7�±_n F'-5,go k Abd fir Farted of ezhfm(1 I D 04/06/15 REVISED PER COMMENTS r��tlRs tz..s et�:�val its/st aas t132A. ` 0 " m0 'v 0 kr9m:A, L M E H, P 0 L P F-s�1,0 P 0 3 Dewberry Engineers Inc. 600 PARSIPPANY ROAD SUITE 301 PARSIPPANY, NJ 07054 PHONE: 973.739.9400 SITE INFORMATION AREA MAP DRIVING DIRECTIONS SHEET INDEX FAX: 973.739.9710 N HEAD EAST ON N INDUSTRY CT TOWARD SAXWOOD ST. TAKE THE 1ST LEFT ONTO SAXWOOD ST. SHEET NO SHEET TITLE: REV: PROPERTY OWNER: r CONTINUE ONTO S 2ND ST. TURN LEFT ONTO CORBIN AVE. TURN RIGHT ONTO PINE AIRE DR. TURN LAUREL STONE SUPPLY PLUS INC. 0 RIGHT ONTO THE SAGTIKOS PARKWAY N RAMP TO KINGS PARK. MERGE ONTO SAGTIKOS PKWY. TAKE T-1 TITLE SHEET 7 N� yo Z EXIT S1E TOWARD RIVERHEAD. MERGE ONTO 1-495 E. TAKE EXIT 71 FOR NY-24 TOWARD HAMPTON 7055 MAIN ROAD ? –24 S EDW GN-1 GENERAL NOTES 7 O� MATTITUCK, NY 11952 � SITE BAYS/CALVERTON. TURN RIGHT ONTO NY / ARDS AVE S, CONTINUE TO FOLLOW NY-24 S. C9 APPLICANT w AT THE TRAFFIC CIRCLE, TAKE THE 3RD EXIT ONTO NY-24 S/FLANDERS ROAD. TURN LEFT ONTO A-1 TAX MAP 7 n N CROSS RIVER DR. TURN RIGHT ONTO MAIN ROAD. DESTINATION WILL BE ON THE LEFT. A-2 PROPERTY OWNERS LIST 7 `— w ELITE TOWERS L.P. 44 WEST JEFRYN BLVD xo 4' SUITE Q5 CL ,, ,° =�.9 APPLICABLE CODES A-3 VICINITY MAP 7 spa. 09 512�� DEER PARK, NY 11729 Q w C-1 SITE PLAN & NOTES 7 '4'R ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE SSIQNP CO-APPLI(�ANT FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE C-2 COMPOUND PLAN & ELEVATION 7 NEW YORK SMSA LIMITED PARTNERSHIP PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. C-3 CIVIL/STRUCTURAL DETAILS-1 7 GREGORY NAWROTZKI, P.E. d/b/a VERIZON WIRELESS BUILDING CODE: BUILDING CODE OF NEW YORK STATE — 2015 NEW YORK LICENSE NO. 097512 4 CENTERLOCK ROAD C-4 CIVIL/STRUCTURAL DETAILS-2 7 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ��` ` `' '� �_ �«I �" ` � ����°� ix'�"� ,��r,;, THEY ARE ACTING UNDER THE DIRECTION OF A WEST NYACK, NY 10994 ELECTRICAL CODE: NEW YORK STATE ELECTRICAL CODE — NFPA 70-2014 NEC LICENSED PROFESSIONAL ENGINEER TO ALTER THIS CO-APPLICANT DOCUMENT. FIRE/LIFE SAFETY CODE: NEW YORK STATE FIRE CODE — 2014 NEW CINGULAR WIRELESS PCS, LLC (AT&T)ONE � LIGHTNING PROTECTION CODE: NEPA 780-2014 LIGHTNING PROTECTION CODE DRAWN BY: GFS BEDMANSTER,WAY 07921 �° '`° �°� �� ���<'� �`�" �" SUBCONTRACTORS WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING REVIEWED BY: JWS CO-APPLICANT STANDARDS: MATTITUCK FIRE DEPARTMENT AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CHECKED BY: GHN 1000 PIKE STREET. '. °? €• I CONCRETE. MATTITUCK, NY 11952 ° �`}`�' °`"'r"g°'`' ° r<�•`�-a` MAP DATA © 2013 GOGGLE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, PROJECT NUMBER: 50070398 SITE ADDRESS: LOCATION MAP THIRTEENTH EDITION. 7055 MAIN RD ANSI/TIA (TELECOMMUNICATIONS INDUSTRY ASSOCIATION) TIA/EIA-222—G, STRUCTURAL STANDARDS JOB NUMBER: 50070399 MATTITUCK, NY 1 195 `` ., •_' .; , . ��•' FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES. .d :�� ,` `�a �.- fat.:. ..:..< : .':a ''; i', s; ,. ij GEOGRAPHIC COORDINATES: � � �;�'�� �" «' ` TIA 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR SITE ADDRESS: SITE TELECOMMUNICATIONS. LATITUDE: 40 58 43.29 N LONGITUDE: —72', 32 , 48.81 WY - INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING aw &..,. . OU IMPEDANCE, A ELEVATION AT: TOWER ±28 AMSL �' RESISTIVITY, GROUND E AND EARTH SURFACE POTENTIALS OF A GROUND GROUND E � � �, ��,.` : � �. ;_ ' :�. ''�• :,: ><� k°..,� EARTH R TY E z. ;�� SYSTEM �� . ;a" °u; @ 4;' .' ' :M y� `g° ';" « IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC 7055 MAIN ROAD ZONING JURISDICTION: _; A � ya . � .,` ° '" EQUIPMENT MATTITUCK,K N Y 11952 TOWN OF SOUTHOLD a p ; a ° " 8: _` `�• 'n - IEEE C2, NATIONAL ELECTRIC SAFETY CODE — LATEST VERSION. ZONING DISTRICT: " , R. •' $° �' ¢' TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS i sem:.. .;•, ZONE B – GENERAL BUSINESS • . el .: ANSI T1.311, FOR TELECOM DC POWER SYSTEMS TELECOM, ENVIRONMENTAL PROTECTION =s _ ;, ., �° , �''_ a. 'rte W SHEET IT PROPERT f DESIGNATION: z;p j , °ax �p z' x , :° F? �' T LE DISTRICT: 1000 , °, qs>' ,. SECTION: 122 ; ° .. . TIT BLOCK: 06 LE SHEET RECEIVED LOT: 35.4 — ` JUN 5 2020 SHEET NUMBER Southold Town �.,:r ^:. a"�.at �•' 'e Nab°. ";' icnowwnat'sbBtoW SOUL 3, d' q A.p I Ca I before u di rd F. "" Planning Boa ate, 9 ,e(" ''3E'' mea 4Ns ® '..'°y,4f '°".'�.� +✓A{i "'n£"w- . 7. fpr e 'E• =: ^ �• . r �,. PHONE 811 OR ^fin'' T 1 ELIT S Lp �� � ` �' °#. 1 (800) 272-1000 ' "°" "° MAP DATA © 2013 GOOGLE - -. .__,- ,. .. -..:. .. .. ,,.....:..an......t._,._«,...:.,_....., __.._, -... ..:_ .,: ..dra :... sa+n..a;:s.urn. a..,....vn+m.,..�.»,y.... ...,e.._. d..W. .°..... ..a�..ew.........�.:,,.,._..... ...,... ..,.. ., ,_. w .. .....,........_.-.,_,.N-..,..... _.... ..._.....,..y.,vw..,... .ua.em_.... ... -. _.:....�:...z..:...e.a.....u..w,.v.x.:... - ,.,._..,au..,..rsu..,w...,..,_ ..:..F......,...,,....ud. - ,.......0 -_ _ ®ec .....,_...gyve..,.. .Hw+ w. -.... - ..ux.�x....x.a..w.vw.s.,a...w �. �.. _ GENERAL CONSTRUCTION NOTES: CONCRETE AND REINFORCING STEEL NOTES: C CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 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: 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 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 L.P. 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 OTHERWISEUNO . 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. ( ) DEER PARK, NY 11729 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 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. LAUREL STONE 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. BEAMS AND COLUMNS131/2N .............. IN. CONSTRICTION DRAWINGS 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 702/07/20 ISSUED FOR FILING 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 SECTION 4.2.4. 6 04/14/17 ISSUED FOR FILING 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, 33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER 503/27/17 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 4 10/07/16 ISSUED FOR 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 3 0g/2g/16 ISSUED FOR OONSTRUC110N 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 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 2 08/22/16 ISSUED FOR CONSTRUCTION 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 1 07/13/16 ISSUED FOR OONSTRUC110N 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 PRIOR GROUNDING". IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, 0 05/01/15 ISSUED FOR CONSTRUCTION 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 p 04/06/15 REVISED PER COMMENTS 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 SOF CONCRETE CYLINDER TESTS PERFORMED AT THE 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH SUPPLIERS PLANT, CONTRACTOR IMMEDIATELY. • MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. (B) CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR Ely 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 PHONE: 973.739.9400 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 SHALL CONFIRM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 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. 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, ,�Q, NA rp LAID PLUME! AND TRUE AS INDICATED ON THE DRAWINGS. FABRICATION OR CONSTRUCTION. �'� 'Q C? � 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. 1. FIELD VERIFICATION: `+ a 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. cPfi 00 NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS O' 512' PRIOR TO BEGINNING CONSTRUCTION. 2. COORDINATION OF WORK: SSIOtl 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: GREGORY NAWROTZKI, P.E. CONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK, CABLE TRAY, AND CONDUIT AS REQUIRED TO NEW YORK LICENSE NO. 097512 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 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A SATISFACTION OF THE OWNER. LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. 17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS DRAWN BY: GFS 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: GHN 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-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 MATTITU C K 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 TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. SHEET TITLE 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION APPROVED DY PLANNING MAW GENERAL NOTES TOWN O" SOUT HOLD i REC-EIVED DATE JUN 2 5 2020 SHEET NUMBER LJ Southold Town Planning Board G N 1 ....,....._.......e........,....._.,.ma...........a......w...�....._.. .._W.,w., ., .,,..b.........w..».n.u:.w.....,.......,,............x......,.....,.... ......_... .....,.n..,.....,.......,u.._e.....,.....«,..: ,.77.a..,..w=..._..<u :.,�.,..a..,,.wm.e _..,. C. ELITE TOWERS LP. FOF�, F��Lvv VD. „ cj�rj)t'q �: ELITE TOWERS L.P. =q �” 44 WEST JEFRYN BLVD r . ' 12 1 {' 4 + DEER PARK, NY 11729 kfm=R AUTHORITY — ` E Q5 ' :� r g` LAUREL STONE / o, wg CONSTRUCTION DRAWINGS \ 7 02/07/20 ISSUED FOR FILING _ ) \ 6 04/14/17 ISSUED FOR FILING / \ 5 03/27/17 ISSUED FOR CONSTRUCTION 4 1%7/16 ISSUED FOR CONSTRUCTION 3 09/29/16 ISSUED FOR CUZ R�L70N 5.1 / ; 2 08/22/16 ISSUED FOR O�IVSTR JCfl0N TTI { 1 07/13/16 ISSUED FOR O�IJSTRUC110N � a� 0 05/01/15 ISSUED FOR CUZRJCION D 04/06/15 REVISED PER COMMEIZS Oro PO ® ,, ; . R o \ Dewberry EngineersIn c. 600 PARSIPPANY ROAD SUITE 301 \ PARSIPPANY, NJ 07054 500' RADIUS PHONE: 973.739.9400 A °` FAX: 973.739.9710 NA WPM "now 9mumm"mm, . P o m. . .�� O I 8.9 lY N . ,m I FOR M F, NMo \ � a ° � � �. - U 09 .; , / ARO sSTo%P�' d \ � GREGORY NAWROTZKI, P.E. 194 NEW YORK LICENSE NO. 097512 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A \ 4Z7 LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. 1.2Ap / g g M001, DRAWN BY: GFS ° g REVIEWED BY: JWS M �� L11 00 ' 4.2 IN, fn \ CHECKED BY: �HN PROJECT NUMBER: 50070398 n 7-11C 4 JOB NUMBER: 50070399 \ SITE ADDRESS: t , 6 .: vv 7055 MAIN ROAD tl _ , MATTITU C K , NY 11952 . 24.23 ��,. , 06 + a { F . SHEET TITLE TAX MAP APPROVED rY TAX MAP PLANNING tOAU) RECEIVED SHEET NUMBER SCALE: 1"=200' FOR 11"x17" 1 TOWN OF SOUTHOLD JUN 2 5 2020 1"=100' FOR 22"x34" 0' 100' 200' DATE I� �O�-� Plana nog Board A 1 . a...a....,+ia...w...w..uaiuuse,wwww..w..:mswe..we• •. --..... •.-.r...bu.w f3' - _.. _ wrruudsusu.a.uw.u.ndrwama- ......wa. uw«.« d _ _ __ vim ELITE TOWERS LP. ELITE TOWERS L.P. 44 WEST JEFRYN BLVD SUITE Q5 DEER PARK, NY 11729 LAUREL STONE CONSTRUCTION DRAWINGS 7 02/07/20 ISSUED FOR FILING 6 04/14/17 ISSUED FOR FILING 5 03/27/17 ISSUED FOR CONSTRUCTION 4 10/07/16 ISSUED FOR CONSTRUCTION 3 09/29/16 ISSUED FOR CONSTRUCTION 2 08/22/16 ISSUED FOR CONSTRUCTION 1 07/13/16 ISSUED FOR CONSTRUCTION 0 05/01/15 ISSUED FOR CONSTRUCTION D 04/06/15 REWSED PER COMkNTS �. Dewberry Engineers Inc. 600 PARSIPPANY ROAD SUITE 301 PARSIPPANY, NJ 07054 PHONE:973.739.9400 FAX: 973.739.9710 C p�� NA �'P r � W cP�,oA 09 �'0 . SSIONP� GREGORY NAWROTZKI, P.E. NEW YORK; LICENSE NO. 097512 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS PROPERTY OWNERS LIST DOCUMENT. SECTION BLOCK LOT PROPERTY OWNER & ADDRESS PROPERTY LOCATION ZONING DRAWN BY: GFS 122 6 35.9 SUFFOLK COUNTY WATER AUTHORITY NO # ROUTE 25 B 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: ::TH:N7] 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 �L Arpr.OVED BY PROPERTY PLANNING tom) OWNERS LIST TOWN Q�' S®:JflHOW RECEIVED SHEET NUMBER DATE �2 2Oz� JUN N 2 52020 -- - Southold Town Planning BoardA - 2 � - IIIIIIIIIIIIIIIIIIIIIIIIII ----- --- ---I- - m--- - --- ------- - ---- -- - �......�':::v! , .mm I :i - 11.1. 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I ,�?. : m a ./.:,. m015 zzzzz�...................- ,� .--�. - 11 I-- ,�: ..".."', 1 � \:::��-- I.." I I . 11 1-1. -1 . ------- I I - I --.1.I - I -9 %�' �116....- ......11 MATTITU C K , APPROVED BY LEGEND . . . B - GENERAL BUSINESS AC - AGRICULTURAL PLANNING BOARD --- CONSERVATION (2 ACRE) . I TOWN OF SOUTHOLD ill -----.---1. .��.�-�. ---- \� I SHEET TITLE I --�- -----. ---- I 11 . ----- J -1 VICINITY MAP 2 DATE "I 2AI02-0 ,-- . ----,. .---1 SCALE: 1"=200' FOR 1 1"xl 7" 1 . - .----- 1-------"'�- I NOTES: it l���iiiiilllllllllllllllll1111 � .---__. . ----,. 1 =100' FOR 22"x34" Z�*���)Di j- -A .--- ---- N � VICINITY MAP � 1 . NO EXISTING LANDMARKS LISTED BY FEDERAL, 09 0 1 I I ---- . I STATE, OR TOWN AGENCIES WITHIN 300 FEET. 100, 200 1 1 . .- ,C=Qz� 4g:r %_ R-40 RESIDENTIAL LOW R-80 RESIDENTIAL LOW - I � � ,as I K C:k..4 Ez i V L-III.../ DENSITY (1 ACRE) 11 2. THE MAIN ROAD HISTORIC DISTRICT IS ELIGIBLE � �� wmmh F-,- J / ' / / / . // / .00 DENSITY (1 ACRE) Fs-HEET NUMBER I FOR LISTING ON THE STATE REGISTER, BUT HAS NOT I lo BEEN RECOGNIZED FOR THE NATIONAL REGISTER. : JUN 2 5 2020 // // /// � - /////// � I boum-'Id Town / . // .//// 0 . , Planning Board /// /// //// �Z/ -// /. ///I A - \3 . / I I I ----- - 0 A ------ - '- 0.!�M-R!�IORF'- - ��'. " ' el- �11 11 7 :6� � A 11 I 11 .1 . . � r7 IVI'-"':�'": I I - � GENERAL NOTES 1. SUBJECT PROPERTY IS KNOWN AS DISTRICT 1000, SECTION 122, BLOCK 06, LOT 35.4 AS SHOWN ON THE TOWN OF SOUTHOLD TAX MAPS. ELITE TOWERS LP. \` 2. APPLICANT: ELITE TOWERS L.P. 44 WEST JEFRYN BLVD, SUITE Q5 ELITE TOWERS L.P. DEER PARK, NY 11729 44 WEST JEFRYN BLVD \ CO—APPLICANT: NEW YORK SMSA LIMITED PARTNERSHIP SUITE Q5DEER PARK, NY 11729 d/b/a VERIZON WIRELESS / 0 4 CENTERLOCK ROAD WEST NYACK, NY 10994 CO—APPLICANT: NEW CINGULAR WIRELESS PCS, LLC (AT&T) / °9q<< sR S ONE AT&T WAY LAUREL STO N E s 9> �Ro BEDMINSTER, NJ 07921 X91`1 FJ \ 3. PROPERTY OWNER: LAUREL STONE SUPPLY PLUS, INC. 7055 MAIN ROAD / MATTITUCK, NY 11952 PROPOSED 110' TALL \\ \ / CONCEALMENT POLE 4. SITE PLAN DATA OBTAINED FROM SURVEY BY AMERICAN ENGINEERING & LAND / ' 2 SURVEYING, P.C., STEPHEN E. RAVN, P.E., L.S., DATED OCTOBER 28, 2014. CONSTRUCTION DRAWINGS 5. THE PROPOSED USE IS FOR TELECOMMUNICATIONS AND IS NOT INTENDED FOR 7 02/07/20 ISSUED FOR FILING 4 PERMANENT EMPLOYEE OCCUPANCY. THEREFORE, POTABLE WATER, SANITARY 6 04/14/17 ISSUED FOR FILING SEWER AND ADDITIONAL ON—SITE PARKING ARE NOT REQUIRED. 5 03/27/17 ISSUED FOR CONS'TRUC'TION ` ` 6. FACILITY SHALL BE VISITED ON THE AVERAGE OF ONCE A MONTH FOR 4 1%7/16 ISSUED FOR OONSTRUC110N ABs I �o MAINTENANCE AND SHALL BE CONTINUOUSLY MONITORED FROM A REMOTE 3 09/29/16 ISSUED FOR OONS RI_UON °g� ' �� ` 2�'�s FALL ZONE RADIUS FACILITY. 2 08/22/16 ISSUED FOR CONSTRUCTION c\ /o °o� 7. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND 1 07/13/16 ISSUED FOR CONSTRUGfION J `'� P� �Ofp 1°2�'??��Y�9T ' LOCAL CODES, INCLUDING ANSI/EIA/TIA-222, AND COMPLY WITH ELITE TOWERS 0 05/01/15 ISSUED FOR CONSTRUCTION �� r 1p \g' ,ez 22'-1" oFfof,7� e °6�59�9�'Ttio L.P. SPECIFICATIONS. I / D 04/06/15 REMISED PER OOMMENM R\9 +` �" cAB�BJ \\ 8. CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" (1-800-272-1000) FOR �, IDENTIFICATION OF UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. 220'-0 9. NO LIGHTING AT THE TOWER IS PROPOSED OR REQUIRED BY THE FCC OR FAA. we-r9y ' o o I 7jS 'moi �F�F 10. THERE WILL NOT BE ANY SIGNS OR ADVERTISING ON THE ANTENNAS OR EQUIPMENT. Dewberry Engineers Inc. 600 PARSIPPANY ROAD 11. THERE IS NO PROPOSED GRADING REQUIRED FOR THIS LOCATION. SUITE 301 PARSIPPANY, NJ 07054 /\j SCT sG I 12. NO NEW ACCESS ROAD OR DRIVEWAY IS BEING ADDED. ACCESS IS CLEAR FROM PHONE: 973.739.9400 MAIN RD TO THE FENCED COMPOUND. FAX: 973.739.9710 9/C I° 9pC xx 4- 0) / \\ \ h9°SPS PPf °�9� / l \ \` !�� /y�� 1,/a J O\' 1 PROPOSED 50'x50' (2500 SF) ,zs �NCAFT ' ' 1 19p\ r �� \ �¢ l \ * �► C-2 EQUIPMENT COMPOUND \ i CENTERLINE OFAPPEOVED \ ACCESS ROAD // c�a�a > 1S /\ >, �`\6., V ' � MANNING MAU) � + Fs ''e" `?'� 9�\ ~P�° /�,9 7J A TOWN OF SOMOLD RECEIVED �9 DATE ss. I JUN 2 5 2020 \ sy °� �`� �9'• s �, eye �?°F�o ''° �` `l I— S _ GREGORY NAWROTZKI P.E. outhold Town Planning Board NEW YORIK LICENSE NO. 097512 \ < "Ilet ee• IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS O THEY ARE ACTIING UNDER THE DIRECTION OF A \ ?�� A O' F �-——— j h' LICENSED PROFESSIONAL ENGINEER TO ALTER THIS °° ods � .oma' w° °s" ' , 23, BULK REQUIREMENTS FOR ZONE B — GENERAL BUSINESS DOCUMENT. 0 0 0 �• / >>. � ti /nj� / \ °, �l o F . -/ Asp F 1 A9 %�/ ryry0ti 'p \\ �j 23 �P e °2 tiff p ' REQUIRED EXISTING PROPOSED REMARKS DRAWN BY: GFS °P '/ LOT SIZE: 71,725 SQ. FT. LEGEND A���� `'�o °°~ Pc� /� NO CHANGE 30,000 4tioFti�Fs �J �~` 1.6466 A REVIEWED BY: JWS SQ. FT. SC 0p 9Ss S 82'17'56"W PROPERTY/EASEMENT LINE \ T�'o�P�yo%r / \ \ \ �y �/ �� I oo �F �s s \ LOT WIDTH: 150 105.28 NO CHANGE CHECKED BY: =GHN Existing LIGHT LINE WORK AND TEXT o °OP° <�� �Q` SQ' �' DENOTES EXISTING CONDITIONS ss �s� \C/P PROPOSED HEAVY LINE WORK AND TEXT / LOT DEPTH: 150 NO CHANGE \ / 6 Ffi' �`°� '`�� SQ 439.35 PROJECT NUMBER: 50070398 DENOTES PROPOSED CONDITIONS 17 \ C-;; ���,L BUILDING/STRUCTURE ,� .ya rye. �/ LANDSCAPE AREA: 35% >35% NO CHANGE JOB NUMBER: 50070399 3 PROPOSED UNDERGROUND POWER & X ��' '��, o X X- X CHAIN LINK FENCE TELCO CONDUITS FROM STREET TO ! p�`r h� �� SETBACKS: FRONT — ±49'-5" ±291'-6" SITE ADDRESS: -O- UTILITY POLE C_4 PROPOSED EQUIPMENT COMPOUND SIDE 25 FT. ±42'-8" ±65'-5" SETBACK LINE PROPOSED ZELCOVA (LINDEN) ti L — — E — — — ELECTRIC SERVICE TREES 2"-3" CALIPER ® BREAST BOTH SIDES 50 FT. ±102'-6" 1138'-3" TELEPHONE SERVICE HEIGHT (TYP.-3) SHOWIN IN , 35 Ff. ±295'-8" ±85'-4" HEIGHT: 35 Fr. > 35 FT. 110 FT. — — T — — — APPROXIMATE LOCATIONS � REAR 7055 MAIN ROAD AMSL ABOVE MEAN SEA LEVEL AGL ABOVE GROUND LEVEL DISTANCE PROPOSED POLE TO MATTITU C K , NY 11952 FACILITY TO NEAREST — — HOUSE = x 1 12.59 SPOT ELEVATION ' RESIDENTIAL STRUCTURE ±560'-0" — — 108 — — — EXISTING CONTOUR DISTANCE PROPOSED 108 PROPOSED CONTOUR FACILITY TO NEAREST _ — POLE TO SHEET TITLE PROPERTY LINE WITH R-40 = LIMITS OF DISTURBANCE RESIDENTIAL USE ±505'-0" LIMITS OF DISTURBANCE HEIGHT OF ANTENNA SITE PLAN SITE PLAN WITH SILT FENCE SUPPORT STRUCTURE 80 �• — 110 FT. & NOTES BRUSH LINE SCALE: 1"=60' FOR 11"x17" 1 DISTANCE OF 1"=30' FOR 22"x34" POLE TO STREET — — ±321'-6" SHEET NUMBER NOTES: 1. EXISTING MONUMENTS ARE NOT TO BE 0' 30' 60' DISTURBED. NOTE: COMPOUND LOCATION IS WITHIN 500 FEET TO RESIDENTIAL DISTRICTS .._..._,u....._....;_.....__..��,.r. ,� ...�..�,�.�._ _ .�.. .,� �,..__....__... ......wJ,._..__ . �..._v.u.,,�_._ _, _....,.., ._.._.._�.�,.4.:._ ..� ,_...._ .. _. „ � . _...u,.,....,.,�...e....�,,,n.x.�_...1.._._,.�. .,,. ....u._�,�.,.�w,........_... .,..__ .............._a.N......_......._u�.�.Y,.�.,. .._..a,..�,.._� .w".�.�,,�u �.�w.._�..a,,.,,...av_..��..,.tl.�., .xw_.._.._._ . , �.. ELITE TOWERS LP. ELITE TOWERS L.P. PROPOSED FIRE 44 WEST JEFRYN BLVD 8 DEPARTMENT WHIP SUITE Q5 50'-0" C-4 ANTENNA DEER PARK, NY 11729 TOP OF PROPOSED FIRE DEPARTMENT WHIP ANTENNArK ELEV. = 119'-6" A.G.L. X X X X X X X X X X X X� LAUREL STONE X PROPOSED (3) VERIZON WIRELESS 36"0 TOP--I _ TOP OF PROPOSED CONCEALMENT POLErK x ANTENNAS MOUNTED INSIDE n n I ELEV. = 110'-0" A.G.L CONCEALMENT POLE (BY OTHERS) IIII --oz CL PROPOSED VERIZON WIRELESS I I X III o 7 — — ANTENNA .WY I I LIU, IIO w� ELEV. = 105'-6" A.G.L. CONSTRUCTION DRAWINGS X BOTTOM OF ANTENNA SECTION LJ ELEV. = 100'-0" A.G.L. Fm 7 02/07/20 ISSUED FOR FILING ` X PROPOSED 3 AT&T ANTENNAS MOUNTED I I I I 6 04/14/17 ISSUED FOR FILING INSIDE CONCEALMENT POLE BY OTHERS III — CL OF AT&T ANTENNAS�BY OTHERS I ) ( ) ELEV. = 95'-0" A.G.L. 5 03/27/17 ISSUED FOR OONSTRUC110N X 10'x20' EQUIPMENT ; UI U 4 1%7/16 ISSN FOR CONSTRUC11ON AREA I O I BOTTOM_ OF ANTENNA_SECTION — PROPOSED VERIZON WIRELESS X ELEV. = 90'-0" A.G.L. 3 09/29/16 ISSUED FOR CONSTRUG"TION I I %� 12'x30' EQUIPMENT AREA WITH PROPOSED (3) AT&T ANTENNAS MOUNTED IFI I 2 08/22/16 ISSUED FOR CONSTRUCTION CABINETS, GENERATOR AND — CL OF AT&T ANTENNAS (BY OTHERS X I I OVERHEAD WEATHER CANOPY PROPOSED 6 HIGH 5 INSIDE CONCEALMENT POLE (BY OTHERS) III ELEV. = 85'-0" A.G.L. 1 07/13/16 ISSUED FOR C>ONSTRUC'110N CHAIN LINK FENCE I I I I 005/01/15 ISSUED FOR CONSTRUCTION PROPOSED FIRE (BY OTHERS) X WITH GREEN PRIVACY C-3 LJ_L1 BOTTOM_ OF ANTENNA _ DEPARTMENT 7/8"0 � SLATS ELEV. = 80'-0" A.G.L. rl D 04/06/15 REVISED PER COMMS COAX CABLE TO BE X I ROUTED INSIDE I i CL OF FUTURE ANTENNASAN CONCEALMENT POLE i LX I I ELEV. = 75 -0 A.G.L. ,` �+a, t PROPOSED FIRE ►��®°jt DEPARTMENT CABINET 7 l I : � 090 ON 4'-0" X 7'-0" BOTTOM_OF ANTENNA_SECTION — H �' o1 X PROPOSED 110' TALL i CONCRETE PAD C_4 ELEV. = 70'-0" A.G.L. DewberryEngineers Inc. CONCEALMENT POLE i ------ ------ I I 9 —— ——————————-- 0 � CL OF FUTURE ANTENNAS 600 PARSIPPANY ROAD ELEV. = 65'-0" A.G.L. SUITE 301 i PROPOSED 4'-0" X 5 I I I PARSIPPANY, NJ 07054 X I I ; O 7'-0" (28 SF) I I BOTTOM_OF ANTENNA_SECTION — - PHONE: 973.739.9400 u FAX: 973.739.9710 CONCRETE PAD C_4 i I X PROPOSED FIRE 3 Y ELEV. = 60'-0" A.G.L. M o ______ ---------- DEPARTMENT 4 20'-0" - ( 1 PROPOSED OL III o _ _ CL OF FUTURE ANTENNAS ,,,, I UNDERGROUND POWER C_4 TALL CONCEALMENT POLE � �� ,i.-. I I AND TELCO CONDUITS III ELEV. = 55'-0" A.G.L. I I BOTTOM_OF ANTENNA_SECTION rV 10'x20' EQU�PMENBTT ADWI H CONCRETE I X ELEV. = 50'-0" A.G.L. O .t Na O 10x20 EQUIPMENT I , '� I AREA CABINETS AND GENERATOR I X I I I �' "q I I PROPOSED FIRE I * >► I (BY OTHERS) I DEPARTMENT 7/8"0 �"� L� X COAX CABLE TO BE r a I ROUTED INSIDE PROPOSED 50'x50' (2500 SF) I CONCEALMENT POLE EQUIPMENT COMPOUND - ---------- - ---- _ . it � X I fi 0-9 ,�► C� o PROPOSED FIRE 6 I I X i PROPOSED VERIZON WIRELESS 9'-0" O,p'Q© DEPARTMENT OVERHEAD I I PROPOSED MESA 2 TALL OVERHEAD WEATHER CANOPY gg1QN CABLE TRAY C-4 — 3'-11" ———J I CABINET C_4 X (BY OTHERS) (BEYOND) - - __ 5 PROPOSED (2) 6' WIDE I PROPOSED AT&T 10' 0" x 20' 0" GREGORY NAWROTZKI, P.E. J C-3 ACCESS GATE (200SF) CONCRETE EQUIPMENT PAD NEW YORK LICENSE N0. 097512 WITH CABINETS BY OTHERS PROPOSED 6' HIGH ( ) IT IS A VIOLATION OF LAW FOR ANY PERSONACTING , UNLESS THEY A5 CHAIN LINK FENCE I PROPOSED MULTI-METER LICENSED ALLEENGIiNE RIRION TOTT A ERFTHIS X 1'_p" i �� i� C-3 WITH GREEN PRIVACY I RACK WITH 800 AMP 1 DOCUMENT. 2'-0" SLATS I SERVICE C-4 x X I X x X I DRAWN BY: GFS 1 -0 X /\ X " PROPOSED PAD MOUNTED TRANSFORMER I PROPOSED MESA 2 PROPOSED 50'x50' (2500 SF) —/ EQUIPMENT COMPOUND / � (BY OTHERS) I CABINET C-4 REVIEWED BY: JWS � O / O O PROPOSED PAD MOUNTED — — CHECKED BY: GHN TRANSFORMER (B'Y OTHERS) .i ` ' PROPOSED BOLLARD e 4 <, � �:� o. (NP ) Existing Grade PROJECT NUMBER: 50070398 _ -= Elev. 430AMSL PROPOSED UNDERGROUND POWER & 6 5 PROPOSED (2) S WIDE PROPOSED MULTI-METER RACK JOB NUMBER: 50070399 ACCESS GATE 1 TELCO CONDUITS FROM STREET TO 44"� BASE C-3 C-4 WITH 800 AMP SERVICE PROPOSED EQUIPMENT COMPOUND C-3 FSITE ADDRESS: NOTES: 1. PROPOSED 110' CONCEALMENT POLE AND CONCEALMENT POLE FOUNDATION TO BE DESIGNED BY COMPOUND PLAN OTHERS NOTES: 1 2. CONCEALMENT POLE FOUNDATION SHALL BE DESIGNED TO SUPPORT THE CONCEALMENT POLE 7055 MAIN ROAD 1. ALL DISTURBED AREAS OUTSIDE OF COMPOUND »_ F22x34" SCALE: -50 FOR 11"x17" BUILT TO CAPACITY UTILIZING A GEOTECHNICAL INVESTIGATION BY A LICENSED NY P.E. MATTITU C K NY 11952 SHALL BE RESTORED TO EXISTING CONDITIONS. 3. THE CONCEALMENT POLE AND FOUNDATION SHALL BE DESIGNED PER THE TIA-REV F STANDARD. 2. PROPOSED GRADES TO MATCH EXISTING GRADES, p� 1 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 APPROVED ty BUILDING CODES AND TIA CRITERIA. SHEET TITLE ��� GO���A 4. THE CONTRACTOR IS RESPONSIBLE TO CONFIRM THAT ANY AND ALL ATTACHMENTS MATCH THOSE LISTED IN THE STRUCTURAL ANALYSIS CERTIFICATION, PRIOR TO INSTALLATION. COMPOUND P LAN TOWN OF SOJTMOW 5. THE POLE WILL BE BLUE/GRAY & ELEVATION DAN —72-1W2Cb RECEIVED � SOUTHWEST ELEVATION --- --- SHEET NUMBER �a SCALE: 1"=20' FOR 11"x17" 2 .TUN 2 5 2020 1"=10' FOR 22"04" LSouthoid Town- - 0' 10' 20' Planning Board C - 2 ELITE ELITE TOWERS LP. TOWERS L.P. FENCE POST ® ELITE TOWERS L.P. 8'-0" O.C.SE 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 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 �2" (MIN.) PRIOR TO ENTRY N --- CHAIN LINK FENCE REMOVE TOPSOIL AND REPLACE NO TRESPASSING COMPOUND AREA WITH 3/4 GRAVEL SURFACING, 00000000000000 000000000 4" MINIMUM 00000000000000000000000 RED k -o CONSTRUCTION DRAWINGS 4" (MIN. 7 (YL 07 20 ISSUED FDR 0 FlL1NG z_ EXISTING GRADE NON VEGETATIVE WEED BARRIER NOTE / / i " GRADE TO DRAIN • ' 6 FABRIC 'TYPAR, HEAVY GRADE BY :::',': �,. .:;:::'`: ,:'.'• :.::..'.:: .::'," 604/14/17 ISSUED FOR FlLJNG C-4 REEMAY, 1 -800-321-6271 OR 1. SIGN TO INCLUDE BLACK LETTERING EXCEPT AS 503/27/17 ISSUED FOR CONSTRIX,"TIC�1 APPROVED EQUAL NOTED, ON WHITE BACKGROUND, ON METAL. I DIG 6° DEEP TRENCH, WEED BARRIER- COMPACTED CONTACT ELITE TOWERS PROJECT MANAGER FOR 4 1%7/16 ISSUED FOR OONSTRUCTION TAMP "TYPAR" LANDSCAPE SUBGRADE EXACT TELEPHONE EMERGENCY NUMBER. 3 09/29/16 ISSUED FOR OONSTR MON BURY BOTTOM FLAP, COMPACTED IN PLACE SUBGRADE FABRIC OR EQUAL 1. 2 08/22/16 ISSUED FOR CONSTRUCi1C N SILT FENCE DETAIL GRAVEL SURFACING DETAIL GRAVEL ACCESS AREA DETAIL EMERGENCY SIGN DETAIL 1 07/13/16 ISSUED FOR ooNsrRucnoN 0 05/01/15 ISSUED FOR CONSTRUCTION SCALE: N.T.S. 1 SCALE: N.T.S. 2 SCALE: N.T.S. 3 SCALE: N.T.S. 4 D 04/06/15 REVISED PER OOARvFTlTS I ` i&1 • 1. GATE POST, CORNER, TERMINAL OR PULL POST 2-1/2"0 SCHEDULE 40 FOR GATE WIDTHS UP TROUGH 4 FEET PER I ASTM-F1083. Dewberry Engineers Inc. 600" �'" � SUITE 3011PPANY ROAD ; 2. LINE POST: 2 0 SCHEDULE 40 PIPE PER ASTM-171083. Ar-PROVED DY PARSIPPANY, NJ 07054 3. GATE FRAME: 1-1/2"0 SCHEDULE 40 PIPE PER ASTM—F1083. PHONE: 973.739.9400 r:ANNNG IroAr ) FAX: 973.739.9710 4. TOP RAIL & BRACE RAIL: 1-1/2"0 SCHEDULE 40 PIPE PER ASTM-F1083. � 5. FABRIC: 12-GAUGE CORE WIRE SIZE 2-INCH MESH, CONFORMING TO ASTM-A392. TOWN OF SOMOLD DATA _O 2C, ' 6. TIE WIRE: MINIMUM 11-GAUGE GALVANIZED STEEL AT POSTS AND RAILS A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE ^ BY HOG WITH FABRIC 14-GAUGE, 4-POINT BARBS SPACED ON APPROXIMATELY 5 INCHES CENTERS (BLACK). ^C '�` �� 0�� Nab O� 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. r � 9. HEIGHT = 6 FEET VERTICAL. 10. ALL FENCE COMPONENTS SHALL BE GALVANIZED, EXCEPT CHAIN LINK FENCE, IN ACCORDANCE WITH ASTM A123 "ZINC (HOT-DIP ��O 09 512'x► GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS." ARO �Q•�-� FINISHED GRADE- MATCH SLOPE S1a 11. FENCE WILL HAVE GREEN PRIVACY SLATS. THICKNESS AND MATERIAL OF EXISTING CONDITIONS OR AS GREGORY NAWROTZKI, P.E. DIRECTED BY THE ENGINEER. NEW YORK LICENSE NO. 097512 f. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS TYPICAL CHAIN LINK FENCING NOTES 28" * THEY ARE ACTING UNDER THE DIRECTION OFA � LICENSED PROFESSIONAL ENGINEER TO ALTER THIS GATE GATE DOCUMENT. j (INSTALL FENCING PER ASTM F-567, SWING GATES PER ASTM F-900) SUPPORT ARM POST POST CORNER GATE END 6'-0" MIN 6'-0" MIN WARNING TAPE I OR PULL POST TOP BRACE CLR OPNG. CLR OPNG. DRAWN BY: GFS RAIL TOP BRACE TOP RAIL RAIL U REVIEWED BY: JWS - - - - - - - - - - - - - 4° a - - - - - - - - - - - - — -—_—------ CHECKED BY: 77�H7N GATE LATCH _ -III - - - - - I I I- 4.Wx. . I _ -1" -- - - - - - - - - - - - - Ir- BAR ALL AROUND _---_ - JOB NUMBER: 50070399 STEEL TURNBUCKLE O Y SIDE DIAGONAL ROD I - - - - - - - - - --_ I Z - - ' BOTTOM TENSION � � I FACILITY _ _ _ _ _ - _ _ _ _ _ SIDE w/STEEL _ _ _ _ _ _ - _ _ _ _ SITE ADDRESS: z WIRE " TURNBUCKLE -III --_-___------ III- CLEAN FILL (CONTROL ;...`;F I 1 I 6 * 6 ( COMPACTED IN 12" LIFTS) } �;.•. TENSION FINISHED GRADE FINISH GRADE - � ;.., . FINISHED GRADE CROWN a OR EXISTING WIRE OR EXISTING -- - (MIN) (MIN) GROUND GROUND OR GROUND - II x� 1-1/2" MAX. %`%,,%,:%AN A\ ,`%,:%,,%,`, I I %%��%��%��% III III I + + + + _ 7055 MAIN ROAD IIII I z CLEARANCE 1-1/2" MAX. IIII ;� ? cO ? 1-1/2 (MAX.) IIII GATE I I I - CONCRETE FOOTING 11 II j i� >_ FROM GRADE CLEARANCE 1 -0" U M IIII FRAME I I I `� - - CLEAN SAND MATTITU C K , NY 11952 L T FROM GRADE MIN. (4000 PSI) ILII L_J L III III I I - I I I I I . TWO (2) 4" PVC I 1'-0" CONCRETE FOOTING -I I ( III I I I I I I- CONDUITS FOR ELECTRIC MIN. (4000 PSI) NOTE: TWO (2) 4" PVC SHEET TITLE CHAIN LINK, CORNER, GATE MINIMUM SEPARATION PER TELCO AND UTILITY CONDUITS FOR TELCO r END OR PULL POST DETAIL CHAIN LINK FENCE DETAIL CHAIN LINK GATE DETAIL COMPANY REQUIREMENTS. - CIVIL/STRUCTURAL RECEIVED JUN 2 5 2020 DETAILS- 1 Southold Town SHEET NUMBER Planning Board FENCE COMPOUND DETAILS / NOTES 4 PVC UTILITY TRENCH DETAIL SCALE: N.T.S. 5 6 C - 3 SCALE: N.T.S. 85.37" 30.94 ELITE TOWERS LP. 3-1/2" O.D. UNISTRUT PIPE/CONDUIT CLAMP P1119 OR / POST P2558-35 (GALV.) (TYPICAL) FOLLOW MFG. d ELITE TOWERS L.P. RECOMMENDATIONS FOR BOLT TORQUE °0O. 44 WEST JEFRYN BLVD O SUITE Q5 / N FINISHED GRADE- MATCH SLOPE DEER PARK, NY 11729 THICKNESS AND MATERIAL OF 28" * EXISTING CONDITIONS OR AS MAIN DISCONNECTLO DIRECTED BY THE ENGINEER. co� TO BE FIELD DETERMINED SWITCH, TYP. _J 3"O SCIH. 40 METER BANK 'MA' I I // 0 WARNING TAPE LAUREL STO N E PIPE (GALV.) NAMEPLATE TYP. (SEE II / c� OR NAMEPLATE TABLE SHEET E-2) II_ U 3"4 RGS CONDUIT _ _ (GALV. TYP.) PIPE CAP (TYP) MESA PRE-INSTALLED - _——_—_-___- DISTRIBUTION PANEL PLAN VIEW �— -III = --- - - - - - - - - W o ® O Z ;III ___— _________