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HomeMy WebLinkAboutMattituck F.D. Construction Drawings 090114 (Rev. 8) ••nc: Gary Musciano, RA ...:...... S'v c';':.:.: ...ems•' �'://r/� ..... ,�"w r;t�sc Architect a 611 MAIN STREET O 2ND FLOOR ONTON, NJ 07005 H E (973) 538-3815 ; 02 6SI AX 973-538-4095 : GAR A, PP NJ RA C-8078 MI .1301045424 NY RA 021687 MN 48411 CA 29549 Iff�210160 015 CO 401804 0 CT 7547 NC 9671 (S7 N INDUSTRY CT .- DC ARC6052 OHIO 9510925 FL AR0014044 PA RA403281 GA RA 012998 RI 2030 IL RA 001.020501 SC 8651 KS 5073 TEXAS 15417 LA 5690 UT 8470051-0301 JMD 11039 VT 2529 SU I TE4, MA 10131 VA 0401008254 NJ PLANNER 4351 CONSULTANTS DEER PARK N Y 11729 A MATTITUCK TMP # 1000 140 - 003 - 011 4, 1 LEE M-i 1000 PIKE STREET , MATTITUCK , NY 11952 � NO.: DATE: REVISIONS 11 05.20.15 FOR SUBMISSION 10 09.03.14 FOR SUBMISSION 9 08.20.14 FOR SUBMISSION 8 05.07.14 FOR REVIEW 7 04.15.14 FOR REVIEW L INFORMATION PROJECT SUMMARY SHEET INDEX 03.21.14 FOR REVIEW GENERA . 5 54F 3171 OR REVIEW AREA OF CONSTRUCTION: PROPOSED REPLACEMENT OF WOODEN UNIPOLE WITH TELECOMMUNICATION UNIPOLE. 4 02.19.14 FOR REVIEW NO HUMAN OCCUPANCY S H T. DESCRIPTION REV. 3 08.16.13 FOR REVIEW NO CHANGE IN BLDG. USE, EGRESS OR OCCUPANCY SITE ADDRESS: 1000 PIKE STREET NO' N0• 2 07.17.13 FOR REVIEW MATTITUCK, NY 11952 Z1 COVER SHEET 1 03.21.13 FOR REVIEW APPLICANT PROPOSES A REPLACEMENT WIRELESS COMMUNICATIONS FACILITY, AND IT IS NOT INTENDED FOR DISTRICT: 1000 PERMANENT EMPLOYEE OCCUPANCY. THEREFORE, POTABLE WATER, SANITARY SEWERS, AND ADDITIONAL SITE PARKING Z2 SITE PLAN N No.: 03.DATE: SUBMISSIONS ATE: FOR REVIEW SECTION: 140.00 IS NOT REQUIRED. ., BLOCK: 03 Z3 COMPOUND PLAN THIS FACILITY SHALL BE VISITED ON THE AVERAGE OF ONCE A MONTH FOR MAINTENANCE AND SHALL BE MONITORED FROM A REMOTE FACILITY. LOT' 11.1 APPROVALS: Z4 ELEVATIONS CONNECTION FOR ELECTRICAL AND TELEPHONE UTILITIES ARE TO BE DETERMINED BY THE APPROPRIATE UTILITY ZONE: HAMLET BUSINESS Z5 VICINITY PLAN/RADIUS MAP COMPANY. LATITUDE: 40.992887 N LONGITUDE: -72.5332668 W PROPERTY OWNER/APPLICANT: MATTITUCK FIRE DISTRICTLOCATI ON MAP P.O. BOX 666 ONSCALE DRAWINGS MATTITUCK, NY 11952 CLIENT PROJECT: CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE _ SITE CONTACT: ELITE TOWERS, LP JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES q - ? ? BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME TANYA NEGRON 631-242-0403 87 N INDUSTRY CT. DEER PARK NY 11729 APPRCCIMATE ATTORNEY: ATT: JOHN COUGHLIN r SITE LM- All ON t�,u RE, NIELSEN, HUBER, COUGHLIN, LLP 4 .:.I NEW YORK AVENUE MATTITUCK HUNTINGTON, NY 11743SCTM#: 1000-140-003-011.1 631-425-4100 1000 PIKE STREET MATTITUCK, NY 11952 JURISDICTION: TOWN OF SOUTHOLD DRAWING TITLE: ELECTRIC COMPANY: LIPA . : .... . ....... : ....... ......... ...... •.s,�/tis}': ;h. ,•%� .}. x TLE SHEET TELEPHONE COMPANY: VERIZON MAY 2 8 2015 ro Southold Town � . PROJECT MANAGER: SCALE: Planning Board GM AS NOTED DRAWN BY: DATE: v� KS (JHP) 03.14.13 �y CHECKED BY: PROJECT NO.: CO�' GM 7141 L L THIS DESIGN IS OPYRIGHIED AND DRAWING NO. "1° •--- -- - -- �.L?> PROTECTED UNDER THE LAWS OF THE UNffED STATES OF AMERICA. ANY UNAUTHORIZED USE OF THE DOCUMENT WITHOUT WRITTEN CONSENT PROJECT OF HER�ST/MUSCIANO IS PROHIBITED. NORTH zi ZONING REQUIREMENTS N c = "No CHANGE" BULK ZONING REQ'TS FOR THE TOWN OF SOUTHOLD E.v. _ "EXISTING VARIANCE" "PROPOSED VARIANCE" -� ZONE: HB HAMLET BUSINESS BLOCK: 03 LOT:11.1 REQUIRED EXISTING PROPOSED LOT SIZE (SF): 20,000 SF 57,052 SF 57,052 SF N C / LOT SIZE (AC): .46 ACRES 1.3 ACRES 1.3 ACRES N C I \ G ci a n o, RA LOT WIDTH: 60 FT 1275 FT 1275 FT N C 0 FT f176 FT f176 FT N C I 1� �� ,, rch�tect LOT DEPTH: 10 I / I NOTE 1 9.9 FT N C 9.9 FT FE-.V- 611 MAIN STREET FRONT YARD: 15 FT O m NOTE 1 I \ 2ND FLOOR 0.2 FT E.V. 0.2 FT N C _ '. BOX(973) 3 07005 O�E (973) 538-3x15 SIDE YARD: 10 FT 02161 AX 973-538-4095 BOTH SIDE YARDS: NOTE 1 25 FT 37.2 FT 37.2 FT N C G �'OMW-W- - A, PP NOTE1REAR YARD: 25 FT 5.4 FT 5.4 FT N C / NJ R0216MI 148411 424 LANDSCAPE AREA (7:): 25 % 12.8 7 E.V. 12.8 7 N C - NY RA 021687 MN 015 CA 29549 MO A2009005517 CO 401804 NV 5015 CT 7547 NC 9671 DC ARC6052 OHIO 9510925 MAX. LOT COVERAGE 40 7 25.2 % 25.2 7 N C P I K E S T R E E T FL AR0014044 PA RA403281 (7): MAX. BLDG HEIGHT (FT): 35 FT 44 FT E.V. ASPHALT 44 FT N C PA VEMEN T RI 2030 GGA RA 01RA 0012998 2998501 SC 8651 KS 5073 TEXAS 15417 MAX. BLDG HEIGHT (STY): 2 2 2 N C - - LA 5690 UT 8470051-0301 MD 11039 VT 2529 # PARKING SPACES: 29 NOTE 46 44 - - - - Oi MA 10131 VA 0401008254 Z - - - - - - - - - - - - NJ CANNER 4351 1.21 P REQUIREMENTS PERTAINING TO PROPOSED ANTENNA/TELECOM EQUIPMENT i �- - - _ . I CONSULTANTS MAX. HEIGHT (FT): 80 FT 184 FT E.V. 120 FT P.V. is C,4 ,. MIN. SETBACK FROM ADJ. 500 FT 98.5 FT, 165.9 FT, E V 104 FT, 166.2 FT, P V FDD EXIST'HISTORIC OIF 76.2 FT, 118.3 FT 70.7 FT, 117.5 FT LOT LINES/STREETS I STO FD �_ _ i -E - ADD'L DIMENSIONS PERTAINING TO PROPOSED ANTENNA/TELECOM EQUIPMENT BLDG - - - - I I 1 .0 _ 0 1 MIN. DISTANCE TO I EXISrG I EXISrG 2-STY I I • c 128.75 FT 124.75 FT 1-STY I BRICK FIREHOUSE I w EXIST'G 1-STY I f NEAREST RESIDENCE � BRICK O I (F.F. +/-13.0) ( �_ o » ' FIREHOUSE BRICK FIREHOUSE I LLC f4 FT TO NEAREST 9.5 FT, 63.3 FT, S63-45'40'!- 63.45 40 ,W ---- ,r---� - I I -+1 (F.F. +/-12.4) I °c . DISTANCE TO EXISTING -� STRUCTURES ON LOT 121.5 FT, 78 FT 12.00 (F.F. +/-13.0) ❑ I AREA OF SITE DISTURBED I 62.25' PROP. FUTURE I , . -- -_ CARRIER ® 31.5 I BY NEW WORK < 100 SF EQUIPMENT ° NS N28 AREAS �\ 1 NO.: DATE: NOTE 1;MULTIPLE BUILDINGS& STRUCTURES ALREADY EXIST ON THE LOT WHERE FACILITY IS PROPOSED. MINIMUM/WORST-CASE RESIDENCE --` - - - -` ---------- -- --- - cn ,� DIMENSIONS ARE LISTED IN CHART. SEE PLAN FOR ADDITIONAL DIMENSIONS. v z 1 08 0514 NEW SURVEY INFO EXISrG NOTE 2: REFER TO SITE PLAN'ASP-1"BY FRANK G. RELF,ARCHITECT,APPROVED BY TOWN OF SOUTHOLD PLANNING BOARD ON I , 1-STY FD OIL 4/13/2004, ON WHICH 29 PARKING STALLS WERE PROPOSED. �7-EX. TREE (TYP.) o OFFICE FILLER Z 117.5 BLDG PROP. METER RANK nu-B_ljK EXIST'G WOODS , I UNIPOLE PROP. 120' TELECOM UNIPOLE (TO REPLACE EXIST-G) EXISrG CONC. RETAIN'G WALL \ ► y I • PROP. MESA SPAN CABINET. -\ O PROP, LIPA TRANSFORMER 1 5.67' 11 052Q15 FOR SUBMSSICN L--------- 1�---- - 10 09.03.14 FOR SUBMISSION O - ---__ _ 9 08.20.14 FOR SUBMISSION 9- f275'-0"--- --- NE WIDTH -� ---- 8 05.07.14 FOR REVIEW ti0 -- ----------_ EXls�c I 7 04.15.14 FOR REVIEW R2� PROP STORAGE i •_::_.-__: , ® 6 03.21.14 FOR REVIEW 5 03.17.14 FOR REVIEW `20oT , 5.7, O�N4 02.19.14 FOR REVIEW �t 3 08.16.13 FOR REVIEW S6730 2 2 07.17.13 FOR REVIEW 0"W x`'x -z 15.00' 1 03.21.13 FOR REVIEW I 0 03.20.13 FOR REVIEW I \ I I NO.: DATE: SUBMISSIONS A� / I APPROVALS: I I I - r I / I I I CLIENT / PROJECT: I Imp I / _ .... Qj 87 N INDUSTRY CT. SUITE J I ` DEER PARK NY 11729 MATTITUCK I ` I I I SC M# 1000-140-003-011.1 1000 PIKE STREET I _ I MATTITUCK, NY 11952 I DRAWING TITLE: I SITE PLAN C:DI I I I I -� � SITE PLAN I SCALE: 1"=30'-O" PROJECT MANAGER: SCALE: I GM AS NOTED DRAWN BY: DATE: NOTES: I I KS (JHP) 03.14.13 1. THE PROPOSED TELECOMMUNICATIONS INSTALLATION WILL NOT REQUIRE ANY GRADING OR DRAINAGE WORK. I ^n CHECKED WY: PROJECT NO.: 2. SITE DATA & DIMENSIONS TAKEN FROM SURVEY PERFORMED IN e D �5 u GM 7141 JULY 2014 BY PECONIC SURVEYORS, P.C., N.Y.S. LIC.# 49618. THIS DESIGN IS COrYRIGHTED AND DRAWING NO. PROTECTED UNDER THE LAWS OF THE 3. ELEVATIONS ARE REFERENCED TO N.G.V.D. WETLANDS 500 PLUS. MAY 2 8 2015 UNITED STATES OF AMERICA ANY UNAUTHORIZED USE OF THE DOCUMENT WITHOUT WRITTEN CONSENT Z AIR11, OF HERMSDOCUMENT /THOUT O IS PROHIBITED.CONSENT $OU1;hOfd Town Planning Board 2013 EXISTING CONC. APRON DOUBLE BAY FOR FD TRUCKS Ga --usciano, RA .............. ............... ................... is AR rchitect PROP. FUTURE CARRIER o .a EQUIPMENT CABINETS s,1 MAIN STREET ON PROP. FUTURE 2 62�a4`< OONTON?NJ 07005 I y= TE NE (973) 538-3815 STEEL PLATFORM W/ X165 FAX 973-538-4095 4 SCREEN ENCLOSURE a I 'RA, PP EXISTING NJ RA C-8078 MI 1301045424 NY RA 021687 MN 48411 1 FIRE I CA 29549 MO A2009005517 1 I NV 5015 PROPOSED CABLE 1 I CTO 7547 4 STATION NC 9671 BRIDGE(SEE 3/Z4) I I DC ARC6052 OHIO 9510925 i > FL AR0014044 PA RA403281 I GA RA 012998 RI 2030 .............`...�.......... IL RA 001.020501 SC 8651 KS 5073 TEXAS 15417 EXISTING HVAC, TYP. I LA 5690 UT 8470051-0301 MD 11039 VT 2529 1I MA 10131 VA 0401008254 PROP. FUTURE I CARRIER NATURAL NJ PLANNER 4351 GAS GENERATOR I CONSULTANTS EXISTING VENT HOOD, TYP. 1 I PROP. FUTURE CARRIER EQUIPMENT wI I CABINETS ON PROP. FUTURE STEEL . .... ..... .... .... .. ...... PLATFORM W/ SCREEN ENCLOSURE 10'-0" . . ..... ... . ....: ::. ...: t. NO.: DATE: REVISIONS , ., .. . .............. .......................................................................... . _ .... . . . . .. ..... ... .. _ ................................................... ...... . .................................... .......... ........................ ....: : . .......... ..... .......: : , 1 8.05.1 BOLLARDS EXIST, G INFO PROPOSED CABLE 1 I BRID'GE(SEE 3/ :4) 1I I 10 052Q15 FCR SUBMSSION 1 2'-4„ 1 9 09.03.14 FOR SUBMISSION 5 = S EXISTING PROP. 800A METER BANK 8 08 2014 FOR SUBMISSION 1 1 -STY (MTD ON BLDG) I.. .... ....z , 7 041514 FOR REVIEW FD OFFICE 6 03.21.14 FOR REVIEW EXSTG. WOOD POLE TO BE REPLACED BLDG PROPOSED MATTITUCK FD WHIP ANTENNAS o00 5 03.17.14 FOR REVIEW MOUNTED AT TOP OF PROPOSED UNIPOLE c° N N 4 02.19.14 FOR REVIEW PROPOSED 120' HIGH TELECOM UNIPOLE o 3 08.26.13 FOR REVIEW TO REPLACE EXIST'G WOOD POLE OUTLINE OF PROPOSED MONOPOLE 1'-d' 2 07.17.13 FOR REVIEW FOUNDATION EXISTING 1 03.21.13 FOR REVIEW EXIST'G CONC. RETAINING WALL ASPHALT PARKING LOT 03.20.13 FOR REVIEW " 6" DIA. W/PAINTED STRIPES PROP. 42 HIGH, NO.: DATE: ..... ........................ : BOLLARDS, (6) TYP. SUBMISSIONS APPROVALS: PROPOSED MESA SPAN CABINET 0 PROPOSED LIPA TRANFORMER00 5 0. .........:...... i %` CLIENT / PROJECT: ±1 " EXISTING 87 N INDUSTRY CT. SUITE J ASPHALT PARKING LOT — — _ DEER PARK NY 11729 MATTITUCK — -- — -- — — — _ SCTM# 1000-140-003-011.1 — — -- -- — — _ 1000 PIKE STREET - - - - -- - - _ MATTITUCK, NY 11952 DRAWING TITLE: s 5j EXISTING COMPOUND PLAN SIREN POLE EXISTING 1 -STY CONC. & S f MTL BLDG o _ PROJECT MANAGER: SCALE: — GM AS NOTED DRAWN BY- DATE: KS (JHP) 03.14.13 CHECKED BY: vPROJECT NO.: COMPOUND PLAN p E C 0 �] GM 7141 0 4' 8' 16' 24' THIS DESIGN IS COPYRIGHTED AND DRAWING N0. 8 2015 PROTECTED UNDER THE LAWS AN THE UNITED STATES OF AMERICA. ANY UNAUTHORIZED USE OF THE DOCUMENT WITHOUHERBS/ USCLAN CONSENT OF - HERDS//MUSCIANO ARCHITECTS m ze" 3 SouthoMTOvm IS PROHIIrrED. Planning Board _. 200 SOLID FLANGED .040" MIN. ALUM. COVER WITH THE NECESSARY COVER FITTINGS, STRAIGHT & CURVE SECTIONS AS MANUF. BY B-LINE SYSTEMS. ALUM. LADDER TYPE CABLE TRAY MODEL 47 B-LINE WITH THE NECESSARY FITTINGS, CONNECTORS Gary Musciano, RA STRAIGHT & CURVE SECTIONS, ETC. AS MANUF. BY B-LINE SYSTEMS. 16" 4" X4" PIPE 2'PIER PRO MAX. SUPPORT VA kc,-,,. rc h i tett ASPHALT WALKWAY PAD J"THICK X 18" �� � �lyoi 2ND FLOOR •�D15 `fin ,� 611 MAIN STREET 000000 LONG X CONTINUOUS FOR WIDTH OF 0 I BOONTON, NJ 07005 PIER. PLACE TO ROOF-DO NOT USE OF ATE {� NE (973) 538-3815 CEMENT BETWEEN EXISTING ROOF AND NEW WALK PAD [/ FAX 973-538-4095 �XISTING ROOF 0216b� 4 GA ,,4, PP NJ RA C-8078 I/ MI 1301045424 PROP . CABLE BRIDGE CA RA 021687 MN A48411 200 CA 29549 MO A2009d05517 ±132'-6" A.G.L. TO ±132'-6" A.G.L. TO3 8 12 CO 401804 NV 5015 0 2" 4" CT 7547 NC 9671 ——— ———— DC ARC6052 OHIO 9510925 TOP OF WHIP ANTENNAS TOP OF WHIP ANTENNAS FL AR0014044 PA RA403281 GA RA 012998 RI 2030 IL RA 001.020501 SC 8651 _ FUTURE TOWN OF SOUTHHOLD FUTURE TOWN OF SOUTHHOLD KS 5073 TEXAS 15417 LA MATTITUCK FIRE DISTRICT ---- SINCLAIR-SD314-HF2P2SNM(ONE ANT.) C/L 126'-7" SINCLAIR-SD314-HF2P2SNM ONE ANT. C/L 126'-7'­--F ----- MATTITUCK FIRE DISTRICT MD 11039 90 VT 2529051-0301 SIN CLAIR-SC329-HF2SNF(D00-GO6) C/L 126'-7" FREQUENCY OF TRANSMISSION -(MHz) 483 FREQUENCY OF TRANSMISSION -(MHz) 483 SINCLAIR-SC329-HF2SNF(D00-GO6) C/L 126'-7" MA 10131 VA 0401008254 NJ PLANNER 4351 FREQUENCY OF TRANSMISSION-(MHz) 465 FREQUENCY OF TRANSMISSION-(MHz) 465 __ __ CONSULTANTS NOTE - _\ jk ±120'-0" A.G.L. TO ±120'-0" A.G.L. TO $ � s THE INFORMATION CONTAINED ON I' TOP OF PROPOSED UNIPOLE TOP OF PROPOSED UNIPOLE I THESE DRAWINGS HAVE BEEN III III TAKEN FROM 1) A SKETCH FOR PROPOSED 36 III _______ VERIZON WIRELESS INSTALLATION VERIZON WIRELESS INSTALLATION PROPOSED 36" _ . "MATTITUCK FIRE DISTRICT" BY DIAMETER E TOP III IFJAMPHENOL CWWX063X25X00 (ONE ANT.) C/L 115' AMPHENOL CWWX063X25X00 (ONE ANT.) C/L 115 II DIAMETER AT TOP ' LOU CORNACCHIA OF "SCINETX", OF POLE III FREQUENCY OF TRANSMISSION-(MHz) 777-787 FREQUENCY OF TRANSMISSION-(MHz) 777-787 it i OF POLE AND 2) DRAWINGS ENTITLED AMPHENOL CWWX063X25XC0 (ONE ANT.) C/L 115 AMPHENOL CWWX063X25X00 (ONE ANT.) C/L 115 "PROPOSED ADDITION & I FREQUENCY OF TRANSMISSION-(MHz) 1970-1990, FREQUENCY OF TRANSMISSION-(MHz) 1970-1990 ALTERATIONS TO THE MATTITUCK III AMPHENOL CWWX063X25X00 (ONE ANT.) C/L 115 AMPHENOL CWWX063X25X00 (ONE ANT.) C/L 115 i I FIRE DISTRICT" CREATED BY LIQ FREQUENCY OF TRANSMISSION-(MHz) 2110-2130 FREQUENCY OF TRANSMISSION-(MHz) 2110-2130 LI wonJ FRANK G. RELF, AIA ARCHITECT, ;h, ---\ /--- ;1 DATED 08.28.1995, AND AERIAL III \ III REVISIONS PHOTOGRAPHS, PUBLICLY III \ "Ll NO.: DATE: AVAILABLE PROPERTY DATA AND ' \ FUTURE WIRELESS B/C BLOCKS-LTE FUTURE WIRELESS B/C BLOCKS-LTE Q }----� ,�----( 1 04.15.14 POLE DIAMETER do COLOR OTHER INFORMATION PROVIDED ;I; / FUTURE ANTENNA MODEL C/L 105 & 95 FUTURE ANTENNA MODEL C/L 105 & 95 \ BY ELITE TOWERS, LLC., THEIR i FREQUENCY OF TRANSMISSION-(MHz) 734-740/740-746 FREQUENCY OF TRANSMISSION-(MHz) 734-740/740-746 \ i i 2 8.05.14 CARRIERS/EXISTING INFO AGENTS AND REPRESENTATIVES. i I i FUTURE WIRELESS A BLOCK- CELLULAR FUTURE WIRELESS A BLOCK- CELLULAR \ L�, ---/ \___ j 3 9.03.14 ANT. NAMES/FREOZ'S. r� FUTURE ANTENNA MODEL C/L 105' & 95' FUTURE ANTENNA MODEL C/L 105' & 95' r�� NOTE - ; I; FREQUENCY OF TRANSMISSION-(MHz) 869.04-879.99/890.01-891.48 REQUENCY OF TRANSMISSION-(MHz) 869.04-879.99/890.01-891.48 THE INSTALLATION OF ALL I I I FUTURE WIRELESS A-,3/A-4/E-1 BLOCKS- PCS FUTURE WIRELESS A-3 f A-4 f E-1 BLOCKS- PCS 11 052x15 FCR 5 JBMSSICN TELECOMMUNICATION EQUIPMENT LIJ FUTURE ANTENNA MODEL C/L 105' & 95' FUTURE ANTENNA MODEL C/L 105' & 95' J IS SUBJECT TO STRUCTURAL I I 10 9.03.14 FOR SUBMISSION VERIFICATION FREQUENCY OF TRANSMISSION- (MHz) 1930-1945/1965-1970 FREQUENCY OF TRANSMISSION- (MHz) 1930-1945/1965-1970 PROPOSED 120' HIGH UNIPOLE I I PROPOSED 120' HIGH UNIPOLE NOTE - COLOR OF POLE TO BE I I COLOR OF POLE TO BE 9 08.20.14 FOR SUBMISSION RADOMES @ 90'-80' AND 80'-70' BLUE/GRAY AS PER TOWN OF I I BLUE/GRAY AS PER TOWN OF 8' 05.07.14 FOR REVIEW FOR FUTURE CARRIER I I 7 04.15.14 FOR REVIEW COLLOCATION SOUTHOLD CODE SECTION I I SOUTHOLD CODE SECTION 280-72A(7) 280-72A 7 6 03.21.14 FOR REVIEW *NOTE - I I 5 03.17.14 FOR REVIEW TWO YAGGI ANTENNAS WILL BE I 4 02.19.14 FOR REVIEW MOUNTED @ C.L. 30' AGL. (4' APART) BOTH ANTENNAS FACE 1 3 08.26.13 FOR REVIEW SAME DIRECTION (110' SOUTH OF MATTITUCK FIRE DISTRICT-\ 1 2 07.17.13 FOR REVIEW DUE EAST) RFS-201-7N (ONE ANTENNA) C/L 64.7' \ I I /�- MATTITUCK FIRE DISTRICT 1 03.21.13 FOR REVIEW FREQUENCY OF TRANSMISSION-(MHz) 450-460 MHz \\ I I / RFS-201-7N (ONE ANTENNA) C/L 64.7 0 03.20.13 FOR REVIEW \ --_- MATTITUCK FIRE DISTRICT - MATTITUCK FIRE DISTR�ICT / FREQUENCY OF TRANSMISSION-(MHz) 450-460 MHz COMMANDER-1142-2CN (ONE ANTENNA) C/L 66.8' COMMANDER-1142-2CN (ONE ANTENNA) C/L 66.8" `t' i // No.. DATE: SUBMISSIONS FREQUENCY OF TRANSMISSION-(MHz) 46.34-46.46 FREQUENCY OF TRANSMISSION-(MHz) 46.34-46.46 - --' MATTITUCK FIRE DISTRICT� _ ___ MATTITUCK FIRE DISTRICT APPROVALS: RFS-BA1010-2 (ONE ANTENNA) C/L 62.9' I RFS-BA1010-2 (ONE ANTENNA) C/L 62.9' FREQUENCY OF TRANSMISSION-(MHz) 155MHz I FREQUENCY OF TRANSMISSION-(MHz) 155MHz I I I I I MATTITUCK FIRE DISTRICTS -__ MATTITUCK FIRE DISTRICT I _ JkMATTITUCK FIRE DISTRICT LAIRD TECH. Y(B) 4506 (TWO ANTENNAS) C/L 30' \ MATTITUCK FIRE DISTRICT COMMANDER-1142-2CN (ONE ANTENNA) C/L 46.8'-$I­_\ I I LAIRD TECH. Y(B) 4506 (TWO ANTENNAS) C/L 30' FREQUENCY OF TRANSMISSION-(MHz) 483,486 MHz \\ I /^ COMM ANDER-1142-2CN (ONE ANTENNA) C/L 46.8' FREQUENCY OF TRANSMISSION-(MHz)46.34-46.46 \ I I FREQUENCY OF TRANSMISSION-(MHz) 483,486 (*SEE NOTE) \ i FREQUENCY OF TRANSMISSION-(MHz)46.34-46.46 _ ±44'-1" A.G.L. TO CLIENT / PROJECT: ±44'-1" A.G.L. TO \ I MHz(*SEE NOTE) FUTURE CARRIER EQUIPMENT ON \\ I / 1 TOP OF ROOF RIDGE \ FUTURE CARRIER EQUIPMENT ON / TOP OF ROOF RIDGE \ I I PROPOSED STEEL PLATFORM W SCREEN \ / I , . <" ►; 1 I / PROPOSED STEEL PLATFORM W/ SCREEN \ EXISTING FIRE EXISTING FIRE \----- I ENCLOSURE (PROPOSED FUTURE CARRIER ENCLOSURE (PROPOSED FUTURE CARRIER \ I ----� I STATION : .: ,... STATION I EQUIPMENT PLATFORM BEYOND) (NIC) EQUIPMENT PLATFORM BEYOND) (NIC) I _ ±31'-2" A.G.L. TO ±31'-2" A.G.L. TO J _ \ 1 I 87 N INDUSTRY- CT. SUITE J TOP OF PROPOSED TOP OF PROPOSED \ -- \\ I I DER PARK NY 11729 EQUIPMENT SCREENING EQUIPMENT SCREENING \\ \ I / ±22'-3" A.G.L. TO ±22'-3" A.G.L. TO \ \\ MATTITUCK -/.. TOP OF PARAPET �� TOP OF PARAPET — 1000-140-003-011.1 1 \ I I I CTM# \ _J \ / I 1000 PIKE STREET I ±20'-3" A.G.L. / ±20 -3 A.G.L. I TO TOP OF ROOF'--F i I� TO TOP of ROOF I MATTITUCK, NY 11952 I 1 1 �. DRAWING TITLE � 1 I PROPOSED CABLE BRIDGE PROPOSED CABLE BRIDGE , ELEVATIONS TO BE INSTALLED ON ROOF TO BE INSTALLED ON ROOF OF EXISTING FD BUILDING. OF EXISTING FD BUILDING. I I I I I ' .. ....:..:..::..::. .. P MANAGER. SCALE: I I PROJECT CALE• GM AS NOTED DRAWN B`(: DATE: EXSTG. FD ANTENNA--j l i l l 11 l KS (JHP) 03.14.13 CABLE OUTLET TO BE I I I I I I II( I CHECKED BY: PROJECT NO.: n BRIDGE OVER TO THE NEW IIIIIIII p GM 7141 ELEVATION A ELEVATION B PROPOSED ANTENNA. I I��)y) I PROPOSED 44" DIAMETER - 0 4' 8' 16' 24' p ±12 -0 AGL AT BOTTOM OF POLE PROTECTED NUNDER IS THECLAWS OFHTED DTHE DRAWING N0. 0 4' 8' 1 6' 24' UNAUTHORIZED UOSE OFRT E DOCUMENT MAY 2 2015UNITED STATES OF H RBST/MUSCLAANOWITHOUT WRTENCONSEARCHITECTS Southold Town IS PROHIBITED. Z A, Planning Bond 6 2007 i.:. :y.> Yl / r / y:. / r %r• •, SEC, 140 ?, r . ,,. / ✓ ' //�i %;`/, /".'`,i�'"//"''%`l%i/�//";,„/'"'. s; i `BLK* 02 J3'' w• w + ♦■ , Ga Musci an1 RA LOT: 8 SEC: 140 WN SEC: 140 , . BLK: 02 390 HILL STREET BLK02 LOT:32 ZONE: R40 LOT:30 JOHN k ORS DIVELLO ESIDENTIAL ,, / i ♦ y ' Architect JOHN k FRANCES DIVELLO 305 HILL STREET ;;. `.„: - '” of V. U • �' 800 WICKHAM AVENUEZONE. 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BUSINESSBLK. �iJ3 L`OT.41 / ri SE• ,'. „'/ SEC: 140 .r. \ \ / SEC. 114 %.:.. ... �3: , r r r:,a . .:G. ,, j,', /' //' LqY42.4 AtJDREW DORS\ - , . :', ,. `/,.. / .r/,.. \ \ BLK. 03 \ / SEC. 141 170 LOVE NE LLC STYPE \ / >�__� BLK. 11APPROVALS: BLK: 04 O LOT.4110 LOV1ANE 1294 MAIN\ROA //j D;; /• is/;i i.i- ♦ r., ,,'r,i \ L ORIO k SON R AL LOT:30 . \/� / \ 13550 MAIN ROAD \ F ZONE.,HB ZONE. B \ 135 LOVE LANE LLC \ I / \ ZONE. HB LAN USE: BUSINESS LAND USE: BUS NESS lSINESS \ 5 MMN ROAD AN S : U 135 LOVE LANE \ \ L DUE B '9 // F SEC: 140 140ZONE. HB SE 15 104MAIN /R ZO/ HB BLK. 03 BC3 USE. BU/SIN/ESSAND USE: BUSINESS SE LK. \ \ \\ \ � SEC: 114 4 BLK: 04 0T:42.3 BLK: 11 LOVE UNE 0IWICK LOT:SLOT:2HB JOSEPH AND BETTY S195 LOVE LANE ZAE. I SEC. 140 ZO HB/1 LAND USE. BUSINESS LD BLK. 03 LAN ARDYZONE. HB B 13520 MAIN ROAD LOT:42.2 SEC: 114 SEC: 114SEC: 141 ZONE: HB 50 LOVE LANE BLK: LAND USE: BUSINESS BLK: 04 . 11 :31.4 ZONE: HB• LOT:9.GLOTESS RICHARD PISACANO THOM CCRTHY 13400 MAIN ROAD CORP. ,r;`<',/�,.f/�;,.;,!'/”.r:,;v".,'j%:y,,y,r./..i.,/..:.r;,.:y.�..//,./.;r,r.,:yr.,,.„-,:/..'.'�./;�'..r,;�„.:,/., ;,/:<'�//`,��✓�,^/.,.i�..':,f,c`%.,c/�.�,� ",.'.:'y//J'g ,. ,..;..c!”„;`;6;'r✓/r,'/ rr✓',r”r/',r-/�4:t1ers'i�,rj E 4c. °i�,/%. �„ ..: ' •,li t •, 1�.. i r. : / r'r j;7 165 LOVE LANE 12 13400 ROUTE 25 ZONEHB ZONE: HB ZONE. HB !„✓/x `. ' LAND USE. NDUSE BUSINESS � USE. BUSINESS t , ,.'u / ✓ ,, ./, .,./ . -/.- ;,. / ,.ar.%'% i' � , ,r �; . 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BUSINESS BLK: 04 BLK. 11 SUITE J LOT' L07.11.1 105 LAVE LANE JACK AND HAMILTON DEER PARK NY 1172 9 ONE: HB SEC:11 DONNA LAND USE: BUSINESS SEC: BLK: 1 13100MAINROAD o / BLK: 04 07:14 NE: HB / ? , , I r „- •' LOT:31.7 ROBERT CALENDA MATTITUCK FOREST LLC 12450 MALAND USE. BUSINESS ir.. r'�./r. ,.�,�,,..%y;, • /� �u /G,�/��/, ,'.,,.,l. r/ ,/�” '/�.i;o�:.<✓�,' � /ri/,.' ��', ;i- MATTITUCK 85 LOVE LANE ZONE. HB SEC. 114 ZONE. 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FEDERAL, STATE, & TOWN AGENCIES WITHIN 300' OF PROPERTY BOUNDARY: NONE LI: LIGHT INDUSTRIAL RO" RESIDENTIAL OFFICE PROJECT MANAGER: SCALE: GM AS NOTED DRAWN DATE: D � � � � � � KS (J H P) 0 7.16.13 CHECKED BY: PROJECT NO.: 500' ABUTTER 'S MAP 200 ABUTTERS MAP MAY 2 8 2015 GM 7141 0 50' 100' 200' 300' THIS DESIGN IS COPYRIGHTED AND DRAWING NO. v—' PROTECTED UNDER THE LAWS OF THE 0 50 100 200 300 Southold Town UUNffED STATES NAUTHORIZED F AMFRTHE ANY Planing Board DOCUMENT WITHOUT WRffTEN CONSENT OF HERM/MUSCIANO IS PROHIBITED. z 5 L CODE COMPLIANCE: PROJECT SUMMARY ��' a no, RA ALL WORK AND MATERIALS SHALL BE PERFORMED AND SITE ADDRESS 1000 PIKE STREET v INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS MATTITUCK,NY 11952 ® ��`�eC` OF THE FOLLOWING CODES AS ADOPTED BY LOCAL DISTRICT: 1000 ° 1 MAIN STREET GOVERNING AUTHORITIES. NOTHING WITHIN THESE PLANS IS SECTION, 140 2ND FLOOR TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO BLOCK: 03 B TON, NJ 07005 Elite1OWES,LP THE LATEST EDITIONS OF THE FOLLOWING: LOT: 111 TE HO (973)538-3815 973-538-4095 1. INTERNATIONAL BUILDING CODE - NEW YORK EDITION 2010 ZONE HAMLET Bl15NE55 2. INTERNATIONAL MECHANICAL CODE - NY EDITION 2010 g� P 87 N INDUSTRY CT 3. ANSI 117.1/TIA/EA-222-G LATITUDE 40.992 2666' J - � 1301 LONGITUDE -725332668'W 4. INTERNATIONAL PLUMBING CODE NY EDITION 2010 N 48 5. NATIONAL ELECTRIC CODE (2008) PROPERTY OWNER/APPLICANT: MATRTUCK FIRE DEPARTMENT CA 9 O A2009OD5517- 4 s SUITE J 6. CITY/COUNTY ORDINANCES P.O.BOX 666 CO 4018 4 NV 5015 MATTITUCK,NY 11952 CT 7547 NC 9671 SITE CONTACT: ELITE TOWERS,LP FL AR 0140 OHIO 403285 FL AR0014044 PA RA403281 DEER PARK, NY 11729 6TANYA31-2 2NEGRON-0403 IL RA 01.020 RI 2030 631-242-0403 1L RA 001.020501 SC 8651 JURISDICTION: TOWN OF SOUTHOLD,NY KS 5073 TEXAS 15417 LA 5690 UT 847OD51-0301 TELEPHONE COMPANY: VERIZON MD 11039 VT 2529 SITE NUMBER: 7141 OZAWLp1MD EMA 10131 VA 0401008254 ELECTRIC COMPANY: UPA NJ PLANNER 4351 GENERAL INFORMATION ' ' CONSULTANTS SITEADDRESS: MATTITUCK FIRE DEPARTMENT -AREA OF CONSTRUCTION: REPLACEMENT OF WOODEN UNIPOLE WITH TELECOMMUNICATION UNIPOLE. 1000 PIKE STREET -NO HUMAN OCCUPANCY -NO CHANGE IN BLDG. USE, EGRESS OR OCCUPANCY -- -HVAC EQUIPMENT: EXISTING HVAC UNITS IN ROOFTOP OF EXISTING BUILDING - NONE PROPOSED MATTITUCK -APPLICANT N Y 9.52 PROPOSES A 2-WAY MOBILE COMMUNICATIONS FACILITY, NOT INTENDED FOR PERMANENT EMPLOYEE OCCUPANCY. -POTABLE WATER, SANITARY SEWERS, AND ADDITIONAL SITE PARKING ARE NOT REQUIRED. f -THIS FACILITY SHALL BE VISITED ON THE AVERAGE OF ONCE A MONTH FOR MAINTENANCE AND SHALL BE MONITORED REMOTELY. -CONNECTION FOR ELECTRICAL AND TELEPHONE UTILITIES ARE TO BE DETERMINED BY THE APPROPRIATE UTILITY COMPANY -'- -TELECOMMUNICATIONS LIN POLE AND ITS FOUNDATION TO BE DESIGNED BY OTHERS (NIC) 9 05.20.15 FOR FILING VICINITY MAP GENERAL NOTES SHEET INDEX 8 09.01.14 FOR FILING DIRECTIONS TO SITE FROM THE GEORGE WASHINGTON BRIDGE: SHT. DESCRIPTION REV. 7 04.15.14 FOR FILING Merge onto INTERSTATE 95 UPPER LEVEL N 1. CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS & CONDITIONS ON THE SITE. CONTRACTOR SHALL NOTIFY A NO. NO. Continue onto INTERSTATE 95.UPPER LEVEL N (Portions toll). MATTITLICK FIRE DEPARTMENT REPRESENTATIVE IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. T7 TITLE SHEET 6 03.21.14 FOR REVIEW Continue onto I-95 N. FAILURE TO NOTIFY A MATTITUCK FIRE DEPARTMENT REPRESENTATIVE PLACES THE RESPONSIBILITY ON THE CONTRACTOR TO Continue onto CROSS,BRONX EXPY (SIGNS FOR INTERSTATE 295 CORRECT THE DISCREPANCIES AT THE CONTRACTOR'S EXPENSE. T2 SPECIFICATIONS 5 03.17.14 FOR REVIEW S/THROGS NECK BR). T3 SPECIFICATIONS 4 02.19.14 FOR REVIEW Continue onto 1-295 S (Portions toll). 2. ALL MATERIALS, WORKMANSHIP & CONSTRUCTION FOR THIS FACILITY SHALL BE IN ACCORDANCE WITH THE CURRENT Al SITE PLAN Take exit 8 for CROSS IS PKWY S. PREVAILING STATE, MUNICIPAL AND/OR COUNTY BUILDING CODES, SPECIFICATIONS, STANDARDS & REQUIREMENTS. 1 3 11.21.13 FOR REVIEW Merge onto CROSS ISLAND PKWY. A2 COMPOUND PLAN 2 11.05.13 FOR RENEW Take exit 30E to merge onto 1-495 E/LONG ISLAND EXPY 3. THIS MATTITUCK FIRE DEPARTMENT FACILITY IS NOT GOVERNED BY REGULATION REQUIRING PUBLIC ACCESS PER ADA A3 ELEVATION toward EASTERN LONG ISLAND. REQUIREMENTS. A4 WHIP ANTENNA SPECIFICATION 1 08.26.13 FOR REVIEW At exit 73, take ramp for CR-58 toward Orient / Greenport Bear right onto CR-58, Road name changes to RT-25 4. THE PROPOSED FACILITY INCLUDES ONE SIGN IN ACCORDANCE WITH FCC RULES ON RADIO FREQUENCY EMISSIONS 47 CFR E01 ELECTRICAL AND GROUNDING PLAN NO.: DATE SUBMISSIONS Turn left onto Love Ln 1.1307 (B). E02 GROUNDING DETAILS Turn right onto Pike St Arrive at 1000 Pike St, Mattituck, NY 11952 5. THE PROPOSED USE DOES NOT REQUIRE FULL-TIME OR PART-TIME EMPLOYEES AT THE SITE. APPROVALS: 6. ALL MATERIALS SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE MATTITUCK FIRE DEPARTMENT SPECIFICATIONS. IN CASE OF CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATIONS AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. IN THE CASE OF CONFLICT BETWEEN MAT11TUCK FIRE DEPARTMENT 0 STANDARD PRACTICES AND EITHER THE CONSTRUCTION AND SPECIFICATIONS OR THE DRAWINGS THE MATTITUCK FIRE N w C, DEPARTMENT STANDARD PRACTICES SHALL GOVERN. 1� q a O �\ */f'V ,_ 7. FOR ADDITIONAL NOTES AND DETAILS SEE ACCOMPANYING DRAWINGS. DRAWINGS SCALED FOR 11AX17� SHEET o :urk cr.r p - �f✓�fF''I��)j .. 1.CONTRACTOR SHALL LAYOUT ALL WORK BASED ON DIMENSIONAL DATA INDICATED ON ED Q aL F %s�,.i /�• ,,_ CIVIL/STRUCTURAL NOTES: DRAWINGS ALONG WITH ACTUAL FIELD CONDITIONS AND MEASUREMENTS. �; � ✓?\iS� 1. EXISTING DIMENSIONS SHOWN ARE FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, 2.CONTRACTOR SHALL REPORT DISCREPANCIES IN FIELD CONDITIONS AND/OR DIMENSIONS a DIMENSIONS, AND ELEVATIONS PRIOR TO STARTING ANY WORK. TO THE ARCHITECT WRCLARIFICATION PRIOR TOPRocEEDmGWITH WORK. ` CLIENT / PROJECT: l 2. ALL WIDE FLANGE STEEL SHAPES SHALL CONFORM TO ASTM A992 (50 KSI). ALL OTHER STEEL SHALL CONFORM TO ASTM �� A36. vi w 3. TUBE STEEL SHALL CONFORM TO ASTM A500, GRADE B. SIGNATURE BLOCK: "�""``�' Elite owers.LP WO IOdME �m� yT�-LOCATION4. STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S GRADE B. 67, - CM: RF ENGINEER: 7141 . 5. ALL WELDING SHALL BE DONE USING 370XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELDS SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL MATTITUCK FIRE DEPARTMENT 11, CONSTRUCTION", 9TH. EDITION. AT THE COMPLETION OF WELDING, ALL DAMAGE TO GALVANIZED COATING SHALL BE DATE: DATE: 7" , REPAIRED. 1000 PIKE STREET l MATTITUCK, NY 11952 A I. 6. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED OR STAINLESSSTEEL ASTM A325 BOLTS (3/4" DIA) AND btr�g,. es - W � � ,mUH SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. DAM PROJECT NO.: 08.26.13 7141 NORTH 7. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. GALVANIZED ASTM A 307 BOLTS UNLESS NOTED OTHERWISE OR WHERE USED. THIS DESIGN LS COPIRIGH:m AND DRAWING N0. PROTHE UNIED UNDER TATE 7OF AMELAWOF THE UNDED SPATES OF AOF INE ANY UNAUDIORRED USE OF THE 8. ALL STEEL PIPE AND STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED AFTER FABRICATION IN DOMMENTWRNo"%IdrrEN ACCORDANCE WITH ASTM A123. CONSDff EMOr NERasr/uusawo a 2013 tiSF`` q INSTRUCTIONS TO CONTRACTORS C} AS SPECIFIED IN THE SPECIFICATION LANDSCAPE TO THE SITE IS RESTRICTED AND MUST REMAIN CONTRACTOR' sciano, RA Architect RESPONSIBILITY TO REPORT; IN Architect WORK. AS SUCH. THE GENERAL CONTRACTOR SHALL WRITING, SIGNIFICANT VARIATIONS OR Q CONTRACTOR SHALL VISIT THE SITE OF THE V 611 MAIN STREET PROPOSED WORK AND FULLY ACQUAINT HIMSELF REVIEW WITH THE SITE MANAGEMENT THE DISCREPANCIES OF THE CONDITIONS NOTED OR 2ND FLOOR WITH THE CONDITIONS AS THEY EXIST IN ORDER 9. CONTRACTOR SHALL MINIMIZE DISTURBANCE PROCEDURES FOR ENTERING AND EXITING THE SITE. IMPLIED, TO THE ARCHITECT, IMMEDIATELY UPON. BOONTON, NJ 07005 THAT THE RESTRICTIONS ATTENDING THE WORK TO EXISTING SITE DURING CONSTRUCTION. THESE PROCEDURES MUST BE ADHERED TO. DISCOVERY OF SUCH CONDITIONS. TE HONE(973)538-3815 ARE UNDERSTOOD. ALL AREAS AND DIMENSIONS EROSION CONTROL MEASURES, IF REQUIRED FAX 973--5W-4M5 DURING CONSTRUCTION, SHALL BE IN GENERAL REQUIREMENTS REGULATORY REQUIREMENTS ABA, PPY ARE INDICATED ON THE DRAWINGS AS `� 2 ACCURATELY AS POSSIBLE, BUT ALL CONDITIONS CONFORMANCE WITH THE LOCAL GUIDELINES FOR MI 13010454 14 EROSION AND SEDIMENT CONTROL. SUMMARY OF WORK THE CONTRACT DOCUMENTS WERE PREPARED IN t s1 ha1 �� SHALL BE VERIFIED BY EACH CONTRACTOR A s AND/OR SUBCONTRACTOR AT THE SITE. THE ACCORDANCE WITH THE APPLICABLE LOCAL . SUPPLEMENTARY CONDITIONS WORK INCLUDES THE DEMOLITION AND MODIFICATION CONSTRUCTION CODE. THE CONTRACTOR SHALL CT 7547 4 NO 9671 FAILURE OF THE CONTRACTOR TO EXAMINE OR AND RESTORATION OF EXISTING CONDITIONS CONFORM TO THIS AND OTHER APPLICABLE DC ARC6052 OHIO 9510925 RECEIVE ANY FORM, INSTRUMENT OR DOCUMENT, FL ARD014044 PA RA403281 OR VISIT THE SITE SHALL NOT RELIEVE THE WHERE ADJUSTMENTS OR CHANGES IN THE WORK INDICATED IN ORDER TO CONSTRUCT THE WORK LOCAL, COUNTY, STATE AND FEDERAL CODES, GA RA 012998 RI 2030 INCREASES OR DECREASES ARE AGREED TO BY INDICATED AND THE MOUNTING OF ANTENNAS ON LAWS AND REQUIREMENTS. IL RA 001.020501 SC 8651 CONTRACTOR FROM ANY OBLIGATION WITH ( ) KS 5073 TEXAS 15417 RESPECT TO HIS QUOTED PRICE. THE MATTITUCK FIRE DEPARTMENT & THE THE ROOF OF THE EXISTING BUILDING. ALL LA 5690 UT 8470051-0301 CONTRACTOR, THE COST FOR THAT WORK SHALL ELECTRICAL, COAX CABLE, GROUNDING, SUPPORT PERMIT FEES Mo-11039 VT 2529 STRUCTURES AND ALL CONDUIT ROUTING REQUIRED. MA 10131 VA 0401008254 THE SUBMISSION OF A BID PROPOSAL SHALL INCLUDE: THE ACTUAL COST (TO THE NJ PLANNER 4351 TO SUPPORT THE NEW EQUIPMENT INDICATED ON ELITE TOWERS SHALL BE RESPONSIBLE FOR ACKNOWLEDGE THAT THE CONTRACTOR AND HIS CONTRACTOR) OF ANY INSTALLED ITEMS, RENTAL THE DRAWINGS. COAX AND ANTENNA FURNISHED FILING AND PAYING FOR THE BUILDING PERMITS. CONSULTANTS SUBCONTRACTORS HAVE FULLY EXAMINED THE VALUE OF EQUIPMENT (IF ANY), WAGES OF BY MATTITUCK FIRE DISTRICT AND INSTALLED BY CONTRACTOR ONTRACTOR IS RESPONSIBLE FOR ANY SITE AND KNOW THE EXISTING CONDITIONS AND LABOR, AND WORKMEN'S COMPENSATION. ANTENNA CONTRACTOR. THE C PERMITS, LICENSES, OR FEES REQUIRED. HAVE MADE PROVISIONS FOR OPERATING UNDER OVERHEAD AND PROFIT FOR ADDITIONAL WORK THE CONDITIONS AS THEY EXIST AT THE SITE PERFORMED BY A SUBCONTRACTOR OR DIRECTLY ALL WORK PERFORMED AND MATERIALS AND HAS INCLUDED ALL NECESSARY ITEMS. BY THE GENERAL CONTRACTOR IS LIMITED TO 10 INSTALLED SHALL BE IN STRICT ACCORDANCE DEFINITIONS AND STANDARDS -- PERCENT FOR OVERHEAD AND 10 PERCENT FOR WITH ALL APPLICABLE CODES, REGULATIONS, AND SITE WORK GENERAL NOTES: PROFIT ALLOWED TO THE ORDINANCES. CONTRACTOR SHALL GIVE ALL THE TERM "PROVIDE" MEANS FURNISH AND NOTICESAND COMPLY WITH ALL LAWS, INSTALL, COMPLETE AND READY FOR INTENDED -- 1. THE CONTRACTOR SHALL CALL UTILITIES PRIOR GENERAL CONTRACTOR. THE CONTRACTOR SHALL ORDINANCES, RULES, REGULATIONS AND LAWFUL USE, AS APPLICABLE IN EACH INSTANCE. THE TO THE START OF CONSTRUCTION. ITEMIZE EACH CHANGE IN THE WORK AND ORDERS OF ANY PUBLIC AUTHORITY BEARING ON TERM "ARCHITECT" SHALL MEAN HERBST 9 05.20.15 FOR HUNG PROVIDE BILLS OF SALE WHERE APPLICABLE. NO THE PERFORMANCE OF THE WORK. MECHANICAL MUSCIANO. THE TERM "OWNER" SHALL MEAN THE 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ADDITIONAL WORK SHALL-BE PERFORMED AND ELECTRICAL SYSTEMS SHALL BE INSTALLED MATTITUCK FIRE DISTRICT UNLESS MODIFIED BY 8 09.01.14 FOR FIUNG ELECTRIC, AND OTHER UTILITIES WHERE WITHOUT PRIOR AUTHORIZATION FROM OWNER. IN ACCORDANCE WITH ALL APPLICABLE AN ADJECTIVE. IE "PROPERTY OWNER". 7 04.15.14 FOR FIUNG ENCOUNTERED IN THE WORK, SHALL BE MUNICIPAL AND UTILITY COMPANY PROTECTED AT ALL TIMES, AND WHERE REQUIRED GENERAL CONSTRUCTION NOTES SPECIFICATIONS, AND LOCAL AND STATE SHOP DRAWINGS, PROJECT DATA AND SAMPLES 6 03.21.14 FOR REVIEW FOR THE PROPER EXECUTION OF THE WORK, JURISDICTIONAL CODES, ORDINANCES AND 5 03.17.14 FOR REVIEW SHALL BE RELOCATED AS. DIRECTED BY 1. THE CONTRACTOR SHALL MAINTAIN COMPLETE APPLICABLE REGULATIONS. AFTER THE CONTRACTOR HAS REVIEWED AND ENGINEERS. EXTREME CAUTION SHOULD BE USED DUST CONTROL DURING THE DEMOLITION AND APPROVED SHOP DRAWINGS, HE/SHE SHALL 4 02.19.14 FOR REVIEW BY THE CONTRACTOR WHEN EXCAVATING OR PIER CONSTRUCTION PROCESS. PROVIDE THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING BEST SKILLS AND SUBMIT SHOP DRAWINGS, SAMPLES AND PRODUCT 3 11.21.13 FOR REVIEW DRILLING AROUND OR NEAR UTILITIES. FIRE-RETARDANT PLASTIC DUST PARTITIONS TO DATA TO THE ARCHITECT FOR APPROVAL. CONTRACTOR SHALL PROVIDE SAFETY TRAINING SEPARATE CONSTRUCTION AREAS FROM ATTENTION. THE CONTRACTOR SHALL BE SOLELY 2 11.05.13 FOR REVIEW FOR THE WORKING CREW. THIS WILL INCLUDE BUT EQUIPMENT AND EMPLOYEE WORK AREAS. RESPONSIBLE FOR ALL CONSTRUCTION MEANS, QUALITY CONTROL T 108.26.13-FOR REVIEW IS NOT LIMITED TO: PROTECT ALL EQUIPMENT TO THE SATISFACTION METHODS, TECHNIQUES, SEQUENCES AND No. MM PROCEDURES AND FOR COORDINATING ALL A, OF THE SITE MANAGEMENT. ALL WORK SHALL BE PERFORMED IN A NEAT SUBMISSIONS A) FALL PROTECTION. TEPORTIONS OF THE WORK UNDER THE CONTRACT B) CONFINED SPACE. 2. THE FACILITY'WILL REMAIN IN FULLINCLUDING CONTACT AND COORDINATION WITH WORKMANLIKE MANNER, LEFT CLEAN AND FREE C) ELECTRICAL SAFETY. OPERATION THROUGHOUT THE CONSTRUCTION LANDLORD'S AUTHORIZED REPRESENTATIVE. FROM DEFECTS, AND COMPLETELY OPERABLE. APPROVALS: -D) TRENCHING & EXCAVATION PERIOD. THE CONTRACTOR SHALL PROVIDE SAFE THE CONTRACTOR SHALL PROVIDE ALL �Nl ACCESS TO ALL EQUIPMENT AND WORK AREAS. ALL ROOF WORK IS TO BE PERFORMED BY THE EQUIPMENT AS SCHEDULED E THE DRAWINGS. TO AID IN MAINTAINING SITE SECURITY, THE LANDLORD'S ROOFER. GENERAL CONTRACTOR IS ALL MATERIALS SHALL BE NEW AND ALL WORK c: Ln 3. ALL SITE WORK SHALL BE AS INDICATED ON o CONTRACTOR SHALL COORDINATE THE ACTIVITIES TO ASSURE THAT EXISTING ROOF WARRANTIES ARE AND MATERIALS SHALL BE GUARANTEED BY THE cv o C THE DRAWING AND STIPULATED IN THE o 1�-e SPECIFICATION PROJECT SUMMARY AS PROVIDED OF WORKERS WITH THE SITE MANAGEMENT. THE NOT COMPROMISED BY THE PROPOSED WORK. CONTRACTOR FOR A PERIOD OF ONE (1) YEAR cc c ; BY MATTITUCK FIRE DEPARTMENT. CONTRACTOR SHALL PROVIDE NOTICE TO THE FROM THE DATE OF ACCEPTANCE BY THE L SITE MANAGEMENT OF PROPOSED ACTIVITIES AND OWNER OCCUPANCY OWNER'. WHETHER OR NOT SHOWN ON DRAWINGS, QCD o 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, DURATIONS. THE CONTRACTOR(S) IS TO FURNISH COMPLETE, -STICKS, STONES AND OTHER REFUSE SHALL BE 3. SHUTDOWNS, TIE-INS OR ANY OTHER WORK PROPERTY OWNER AND ITS EMPLOYEES, FUNCTIONAL ASSEMBLIES. REMOVED FROM THE SITE AND DISPOSED OF AFFECTING THE OPERATION OF EXISTING SUPPLIERS, CLIENTS AND VISITORS SHALL LEGALLY. EQUIPMENT OR ANY CRITICAL SERVICES SUCH AS CONTINUE TO OCCUPY AND USE THE SITE. THE ALL WORK 'SHALL BE CAREFULLY COORDINATED p ELECTRICAL SYSTEMS, HVAC OPERATION, CONTRACTOR SHALL SCHEDULE AND COORDINATE WITH ALL TRADES INVOLVED AND THE CLIENT / PROJECT: 5. THE SITE SHALL BE GRADED TO CAUSE DETECTION SYSTEMS, ETC. SHALL BE PERFORMED THE WORK ACCORDINGLY. CONTRACTOR SHALL PROVIDE PROPER AND SURFACE WATER TO FLOW AWAY FROM THE WITHIN THE HOURS AGREED UPON BY THE SITENECESSARY CONNECTIONS, FITTINGS, VALVES, EQUIPMENT AND TOWER AREAS. MANAGEMENT. WORK ON THESE SYSTEMS CAN CUTTING AND PATCHING PIPING, ETC. FOR ALL EQUIPMENT INSTALLATION. ag ONLY TAKE PLACE AFTER SCHEDULING WITH AND THE CONTRACTOR SHALL PERFORM ALL CUTTING DRAWINGS ARE TO BE CONSIDERED 6. NO FILL OR EMBANKMENT MATERIAL SHALL BE RECEIVING APPROVAL FROM THE SITEElite owers.u. PLACED ON FROZEN GROUND. FROZEN MANAGEMENT. DURATION OF ALL WORK ON AND PATCHING A5 REQUIRED TO PROVIDE ACCESS DIAGRAMMATIC AND NOT NECESSARILY MATERIALS, SNOW OR ICE SHALL NOT BE PLACED CRITICAL SERVICES SHALL BE KEPT TO THE FOR INSTALLATION OF VARIOUS PARTS OF THE INDICATE THE ACTUALL LOCATION OR ROUTING OF 7141 IN ANY FILL OR EMBANKMENT. MINIMUM NECESSARY TO PERFORM THE WORK WORK. ALL CUTTING SHALL BE PERFORMED SO AS EQUIPMENT, PIPING, CONDUIT OR DUCTWORK.AGE TO ADJACENT SURFACES. DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS TO MINIMIZE DAM REQUIRED. PATCHING OF EXISTING MATERIALS SHALL BE MATTITUCK FIRE DEPARTMENT 7. THE SUBGRADE SHALL-BE COMPACTED AND CONDITIONS ALLOW TO COMPLETE THE INTENT OF 4. 1000 PIKE STREET GENERAL CONTRACTOR TO ENGAGE THE PERFORMED IN A NEAT AND WORKMANLIKE THE CONTRACT. THE CONTRACTOR SHALL SUBMIT BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR SERVICES OF A PROFESSIONAL CLEANING SERVICE MANNER. SHOP DRAWINGS OF ALL MAJOR MANUFACTURED MATTITUCK, NY 11952 TO FINISHED SURFACE APPLICATION. TO THOROUGHLY CLEAN ALL NEW AND EXISTING ITEMS REQUIRED ON THIS PROJECT. AREAS AFFECTED BY CONSTRUCTION OPERATIONS. EXISTING CONDITIONS DAM PROJECT N0 8. THE AREAS OF THE OWNERS PROPERTY ALL NEW AND EXISTING EQUIPMENT/FINISHES TO 08.26.13 7141 DISTURBED BY THE WORK AND NOT COVERED BY BE FREE OF DEBRIS, DUST AND DIRT. ALL CONDITIONS AND DIMENSIONS SHALL BE 1Nl5 DESIGN COPRUCNhD 1110 DRAWING N0. THE BUILDING OR DRIVEWAY, SHALL BE GRADED VERIFIED BY THE CONTRACTOR PRIOR TO THE TK UNnE uTA1 OF AVE OF TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND mff TME uw nzm°P"� 5. SECURITY AT THE SITE MUST BE MAINTAINED START OF CONSTRUCTION. IT IS THE DMU EN INOOIJf USE of,NE COVERED WITH MULCH AS SPECIFIED IN THE BOTH DURING AND AFTER WORK HOURS. ACCESS OONWffD0F MMSr/M IANO IST-02 2013 �. QUALITY CONTROL (CONT'D) TEMPORARY UTILITIES RECEIVING INSTALLING, TESTING AND ADJUSTING JUNCTION BOX, AND EQUIPMENT CABINET. TESTS S�' I usciano, RA ELECTRICAL WIRING FOR A COMPLETE AND SHALL BE MADE BY THE CONTRACTOR, AT THE cyti 1. Aluos-o" chitect A MINIMUM OF 6 COPIES SHALL BE SUBMITTED. PROVIDE ALL REQUIRED TEMPORARY UTILITIES FUNCTIONALLY OPERABLE INSTALLATION AS DIRECTION OF THE ENGINEER WHEN EQUIPMENT ' �- �O' €��g 611 MAIN STREET THE ENGINEERING REVIEW OF SHOP OR SETTING AND PAY ASSOCIATED FEES AND OPERATING SHOWN ON THE DRAWINGS AND AS SPECIFIED OPERATION IS FAULTY. EQUIPMENT CONTAINING �} %�ODNTONNJ 07005 DRAWINGS SHALL ONLY BE CONSTRUED TO APPLY COSTS. HERE IN, THE FOLLOWING ITEMS OF WORK ARE 240 VOLTS SHALL BE SUITABLY LABELED E(973)538-3816 x � TO GENERAL LAYOUT AND CONFORMANCE TO THE TO BE INCLUDED, SHOWING THAT "HIGH VOLTAGE HAZARD" EXISTS. i "" Ax 973-5M-4095 DESIGN CONCEPT OF THE PROJECT AND FOR PROJECT CLOSE—OUT 1. ELECTRICAL SERVICE CORRECT PHASING OF CIRCUITS SHALL BE DONE GA NO, A, ,P COMPLIANCE WITH THE GENERAL REQUIREMENTS 2. GROUNDING SYSTEM BEFORE APPLYING POWER BACK TO THE EXISTING J7 N -8 8 1301045424 OF THE CONTRACT DOCUMENTS. THE REMOVE ALL DEBRIS FROM SITE, RESTORE 3. TELEPHONE SYSTEM. CIRCUITS. 4f87 MN 48411 RESPONSIBILITY FOR ANY DEVIATIONS FROM THE DISTURBED AREAS TO A CONDITION AS EXISTED 4. OPERATIONAL TESTING. 5o®powl g REQUIREMENTS OF THE CONTRACT DOCUMENTS PRIOR TO CONSTRUCTION. PROVIDE OWNER WITH 3. CONTRACTOR SHALL BOND ALL EQUIPMENT NC 4671 417 ;y SHALL REMAIN THE CONTRACTOR'S UNLESS HE GENERAL OPERATING/MAINTENANCE MATERIALS TOGETHER. OHIO 9510925 AR00140 PA RA403281 INSTRUCTIONS FOR ALL INSTALLED EQUIPMENT. FL HAS IN WRITING, SPECIFICALLY CALLED TO THE GA RA otz998 RI zo3o ARCHITECT'S ATTENTION TO SUCH DEVIATIONS AT THE CONTRACTOR SHALL PREPARE A COMPLETE WIRING, CONDUIT AND BOXES 4. WHERE NOT SPECIFICALLY CALLED OUT IN IL RA 001.020501 SC 8651 SET OF RECORD DRAWINGS PRIOR TO FINAL THIS SPECIFICATION, THE MINIMUM STANDARD OF KS 5073 TEXAS 15417 THE TIME OF SUBMISSION AND HAS RECEIVED THE PAYMENT. FINAL PAYMENT SHALL NOT BE MADE 1. CONDUIT SHALL BE HOT DIPPED THE NATIONAL ELECTRICAL CODE SHALL APPLY. LA 1690 MD 1103VT 8470051-0301 ARCHITECT'S SPECIFIC WRITTEN APPROVAL OF UNTIL THE RECORD DRAWINGS ARE DEEMED GALVANIZED RIGID STEEL ABOVE GROUND AND MA 10131 20401008254 SUCH DEVIATIONS. COMPLETE BY THE ARCHITECT. THE DRAWINGS PVC BELOW GROUND. 5. PROVIDE ALL TEMPORARY UTILITIES AND NJ PLANNER 4351 ALL MATERIALS, PRODUCTS AND EQUIPMENT USED SHALL BE DRAFTED BY A PROFESSIONAL PAY ALL ASSOCIATED FEES AND OPERATING CONSULTANTS ON THIS PROJECT MUST BE ACCEPTABLE UNDER DRAFTSPERSON, AUTOCAD 2000 FORMAT. 2. ALL CONDUITS, BOXES, FITTINGS SHALL BE COSTS. THE NEW YORK STATE BUILDING CODE AND ALL MADE UP TIGHT AND RIGIDLY SECURED TO THE APPLICABLE NEW YORK CODES. DRAWINGS SHALL INCLUDE EXACT ROUTING OF STRUCTURE. 6. DRAWINGS ARE TO BE CONSIDERED ALL WIRING, PIPING, DUCTWORK, ETC. THE DIAGRAMMATIC AND DO NOT NECESSARILY GARBAGE REMOVAL CONTRACTOR SHALL REMOVE THE NAME OF THE 3. BOND WIRES WHERE REQUIRED SHALL BE INDICATE THE ACTUAL LOCATION OR ROUTING OF ARCHITECT FROM RECORD DRAWINGS. CONTINUOUS. EQUIPMENT, PIPING OR DUCTWORK. DRAWINGS CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY SHALL BE FOLLOWED AS CLOSELY AS REMOVAL FROM THE PROJECT: ALL TRASH, CONTRACTOR TO PROFESSIONALLY CLEAN ALL 4. WIRE SIZE OF ALL FEEDERS AND BRANCH CONDITIONS ALLOW TO COMPLETE THE INTENT OF -� RUBBISH, SURPLUS MATERIALS RESULTING FROM AREAS OF NEW WORK AT COMPLETION OF THIS CIRCUITS HAVE BEEN CHOSEN TO PREVENT THE CONTRACT. CONSTRUCTION. NO BURNING SHALL BE CONTRACT. EXCESSIVE VOLTAGE DROP. THE CONTRACTOR 9 05.20.15 FOR FILING PERMITTED ON SITE. KEEP GENERAL AREA SHALL BE RESPONSIBLE FOR CHANGING 7. IN GENERAL, THE INDUSTRY STANDARDS WARRANTIES AND BONDS TERMINATION LUGS IF NECESSARY ON PROPOSED PREVAIL AND IN PARTICULAR, ALL WORK 8 09.01.14 FOR FILINGCLEAN, HAZARD FREE, AND DISPOSE OF ALL OR EXISTING EQUIPMENT TO ACCEPT THE PERFORMED BY THE CONTRACTOR SHALL BE IN 7 04.15.14 FOR FILING DIRT, DEBRISAND RUBBISH. LEAVE PREMISES IN THE CONTRACTOR SHALL GUARANTEE ALL LABOR PROPOSED WIRE(S). ACCORDANCE WITH THE FOLLOWING CODES AND CLEAN CONDITION AND FREE TRASH, RUBBISH, AND MATERIALS USED IN THIS PROJECT FOR A REGULATIONS: 6 03.21.14 FOR REVIEW ETC. PERIOD OF ONE (1) YEAR COMMENCING FROM 5. ALL WIRES SHALL BE COLOR CODED AND 5 03.17.14 FOR REVIEW SAFETY REQUIREMENTS THE DATE OF THE ISSUANCE OF THE WARNING SIGNS SHALL BE INSTALLED TO CODE STANDARDS 4 02.19.14 FOR REVIEW CONTRACTOR'S LETTER OF SUBSTANTIAL INDICATE WHAT VOLTAGE IS PRESENT AT ATTENTION IS DIRECTED TO FEDERAL, STATE AND COMPLETION. SUBSTANTIAL COMPLETION SHALL SWITCHES, SPLICE BOXES, EQUIPMENT CABINETS, 1. LOCAL CODES AND ORDINANCES INCLUDING, 3 11.20.13 FOR REVIEW LOCAL LAWS, RULES AND REGULATIONS BE DEFINED AS THE DATE WITHIN WHICH ETC. BUT NOT LIMITED TO, THE REQUIREMENTS OF THE 2 11.05.13 FOR REVIEW CONCERNING CONSTRUCTION SAFETY AND HEALTH MATTITUCK FIRE DEPARTMENT IS ABLE TO LOCAL GOVERNING BODIES. STANDARDS. THE COMPANY AWARDED A ACHIEVE BENEFICIAL OCCUPANCY EXCLUDING THE 6. PROVIDE METALLIC CONDUIT, TUBING AND 1 108.26.13 IFOR REVIEW CONTRACT SHALL INSURE THAT ALL WORKERS PUNCH LIST ITEMS.ANY DEFICIENCIES THAT FITTINGS OF TYPES REQUIRED. ZINC COATED 2. THE NATIONAL ELECTRICAL CODE (NEC). NO: DATE STEEL EMT PERMITTED, IN DRY PROTECTED SUBMISSIONS WORK IN SURROUNDINGS OR UNDER CONDITIONS BECOME EVIDENT DURING THIS ONE (1) YEAR LOCATIONS. PROVIDE RIGID METALLIC CONDUIT 3. INTERNATIONAL MECHANICAL CODE WHICH ARE SANITARY, AND ARE NOT HAZARDOUS PERIOD SHALL BE CORRECTED AT THE WHERE INSTALLED IN OR UNDER CONCRETE TO HIS/HER HEALTH OR SAFETY. PRECAUTIONS CONTRACTOR'S EXPENSE. APPROVALS: SLABS, IN CONTACT WITH THE EARTH, UNDER 4. THE NATIONAL ELECTRICAL SAFETY CODE SHALL BE EXERCISED AT ALL TIMES FOR THE PUBLIC ROADWAYS, IN MASONRY WALL ORNESC OF THE AMERICAN NATIONAL PROTECTION OF THE PERSONS AND PROPERTY. IT WORK SCHEDULE EXPOSED ON BUILDING EXTERIOR. PROVIDE 3" STANDARDS INSTITUTE. IS MANDATORY THAT THE SAFETY PROVISIONS OF CONCRETE ENCASEMENT ON ALL METALLIC APPLICABLE LOCAL LAWS, OSHA REGULATIONS, THE CONTRACTOR SHALL GUARANTEE ALL LABOR CONDUIT UNDERGROUND. RIGID METALLIC CONDUIT 5. UNDERWRITERS LABORATORY STANDARDS o AND BUILDING AND CONSTRUCTION CODES BE AND MATERIALS USED IN THIS PROJECT FORA SHALL HAVE ZINC EXTERIOR AND ZINC ENAMEL o `� W m' OBSERVED FOR ALL CONTRACTORS AND ANTENNA PERIOD OF ONE (1) YEAR COMMENCING FROM (UL) OF THE NATIONAL BOARD OF FIRE s cxo RIGGERS. THE DATE OF THE ISSUANCE OF THE INTERIOR. UNDERWRITERS. c CONTRACTOR'S LETTER OF SUBSTANTIAL 7, CONDUCTORS SHALL BE COPPER, 6. THE LOCAL ELECTRICAL UTILITY. cn� COMPLETION. SUBSTANTIAL COMPLETION SHALL STRANDED 600 VOLT RATED INSULATION AT 90' 7. THE NATIONAL FIRE PROTECTION Q01- SANITARY FACILITIES BE DEFINED AS THE DATE WITHIN WHICH F. USE TYPE THWN FOR UNDER— GROUND ASSOCIATION NFPA -�-I MATTITUCK FIRE DEPARTMENT IS ABLE TO ( ) THE CONTRACTOR SHALL PROVIDE SANITARY ACHIEVE BENEFICIAL OCCUPANCY EXCLUDING THE APPLICATIONS, DEVICE APPLICATION AND SIZED CLIENT / PROJECT: FACILITIES FOR THE WORKERS AS REQUIRED BY PUNCH LIST ITEMS.ANY DEFICIENCIES THAT #4 AWG AND LARGER. USE TYPE THHN FOR SIZE 8. EIA/TIA-222—G STANDARDS "STRUCTURAL e� OSHA AND AS PER REQUIREMENTS OF THE LOCAL BECOME EVIDENT DURING THIS ONE 1 YEAR #12 AWG THOU #6 AWG AND LARGER. MINIMUM STANDARDS FOR STEEL ANTENNA TOWERS AND HEALTH DEPARTMENT. PERIOD SHALL BE CORRECTED AT THE) SIZE FOR POWER WIRING SHALL BE #12 AWG. SUPPORTING STRUCTURES". gr EXISTING UTILITIES CONTRACTOR'S EXPENSE. 8. PROVIDE GALVANIZED COATED STEEL 9, THE CONTRACTOR SHALL OBTAIN ALL Elite �owers,Tp BOXES AND ACCESSORIES OF REQUIRED SIZES TO REQUIRED PERMITS PERTAINING TO HIS WORK THE CONTRACTOR SHALL VERIFY THE LOCATION WORK SCHEDULE ACCOMMODATE ALL DEVICES AND WIRING. AND ARRANGE FOR INSPECTIONS AND LISTS. HE 7141 OF EXISTING UTILITIES WHETHER UNDERGROUND ALL WORK SCHEDULES ARE TO BE COORDINATEDSHALL PAY FOR ALL PERMITS, INSPECTIONS AND OR OVERHEAD BY CALLING THE LOCAL CALL INSTALLATION STANDARDS CHARGES IMPOSED BY THE UTILITY COMPANY MATTITUCK FIRE DEPARTMENT BEFORE YOU DIG. IF TEMPORARY UTILITY WITH THE SITE MANAGER. ELECTRICAL SYSTEMS 1. ALL FEEDER CABLES SHALL BE TAGGED AT FOR SERVICE CONNECTIONS. 1000 PIKE STREET SERVICES ARE REQUIRED, THE CONTRACTOR A. ALL MATERIALS SHALL BE NEW CONFORMING TERMINAL POINTS AND IN ALL BOXES. SAFETY MATTITUCK, NY 11952 SHALL SEE TO IT THAT THEY ARE PROVIDED, AT WITH THE NEC. ANSI, NEMA, NFBU AND THEY SWITCHES SHALL HAVE NAMEPLATE DESCRIBING INSTALLATION STANDARDS NO ADDITIONAL COST TO THE OWNER, AND IT SHALL ALL BE UL LISTED AND LABELED. FUNCTION, PURPOSE OR EQUIPMENT CONTROLLED. �� PROJECT No. SHALL BE HIS RESPONSIBILITY TO MAINTAIN SUCH 1. ALL FEEDER CABLES SHALL BE TAGGED AT 08.26.13 7141 TEMPORARY FACILITIES FOR THE DURATION OF B. THE CONTRACTORS SHALL FURNISH ALL 2. CONTRACTOR SHALL CODE EACH PHASE TERMINAL POINTS AND IN ALL BOXES. SAFETY TNS DESGN tS OOPYRIMM AND DRAVAND NO. THE PROJECT OR AS NECESSARY. LABOR MATERIALS, EQUIPMENT, TRANSPORTATION, SWITCHES SHALL HAVE NAMEPLATE DESCRIBING PROTMED UNDER THE LAWS OF SERVICES AND APPLIANCES NECESSARY FOR AND CARRY COLOR CODE TO EACH PANELBOARD, FUNCTION, PURPOSE OR EQUIPMENT CONTROLLED. ��N�WHOUT ,STATES OF 1` CONSENT OF Hffdw/"amO IS T-03 PROH®DED. — — Musciano, RA ZONING REQUIREMENTS ,� ZONE REGULAMONS FOR THE TOM OF SOUTHOLDS� Architect ONE: HB HAMLET BUSINESS BLOCK:03 LOT:11.1 �}~ 13✓ilJs+C 611 STREET 2ND FLOOR DIMENSIONAL REGULATIONS REQUIRED EXISTING PROPOSED I I Y BOONTON.NJ 07005 ONE(973) 538-3815 MINIMUM LOT AREA: 459 ACRES 59,187 SOFT NO CHANGE 1.36 ACRES I I FAX 973-538-4095 MINIMUM LOT WIDTH: 60 FEET ±298' NO CHANGE I / I I G e-., -ANO, RA PP 8 MI 1301045424 MINIMUM LOT DEPTH: 100 FEET ±210' NO CHANGE I m \ 1 21687 MN 48411 MINIMUM FRONT YARD: 15 FEET 20 FEET gg'_31 ��'9 0 GA12y 91 �� MO A20D9DO5517f MINIMUM SIDE YARD: 10 FEET - EAST 175-5" •� (',0�1 `' �{y((Q35 2 �a 1 WEST 122-0" — — !� 1 QOH�IOBE 9/510925(J �_ *i INIMUM REAR YARD: 25 FEET ±90 FEET 114'-6" � ...AR 0 PA RA403261 MAXIMUM HEIGHT: 35 FEET 44 FEET 120 — — — — — — TOP OF POLE — — — — GA RA 012998 RI 2030 ANDSCAPE AREA: 25 7275 NO CHANGE P I K E STREET IL RA 001.020501 SC 8651 KS 5073 TEXAS 15417 UILDING HEIGHT 35 FEET 44 FEET NO CHANGE uTlutY Pa[ A S'P H A L T P A V E M E N T LA 5690 UT 847OD51-0301 UMBER OF STORIES 2 STORIES 2 STORIES NO CHANGE (NYT®IO) G y�i yp��i •I40i ymns s p\ —_ �e.w�+REs MD 11039 Vi 2529 (STANCE BETWEEN \ __ MA 10131 VA 0401008254 ROPOSED FACILITY N63'45'40*E - _ ,soy,.` ai 306.75 NJ PLANNER 4351 ANDNEAREST 120.9'± — — Hn• __����� _ ���_��_ ---- � --*'ATER ETER _ - _� 6 CONSULTANTS W EIL FLAGPOLE ROPOSED FACILITY 0) 10 1 AND NEAREST 65-10"± Is Wo coni . p S Amoy F (�0 RESIDENCE PROP. LINE EXIST'G + ASIAN 21'-10"± BLDG. ONE I HISFOORIC ROPOSED FACILITY AND i BLDG I --- r— — -- -- 1'-6"1 BLDG. TWO LL OTHER STRUCTURES 3'-0"± BLDG. THREE ,2'til �' p s 1 ri N PROPERTY 119'-4"± FLAGPOLE , I o _ G R A I I I r y k4 q 5 5 D'SrG EXISYG 2—STY _ 2 ...��3 I C>L ZB 1-STY I BRICK FIREHOUSE I 10 0_ la tv F BRICK O (F.F.+/-13.0) I n W EXISYG 1-STY FIREHOUSE I BRICK FIREHOUSE S63'45'40'� �m I I -H (F.F.+/-12.4) - 96�-3"± 72.00' (F.F.+/-13.0) I 1 ROPOSED FACILITY AND 175'-5"± DADS, RIGHTS-OF-WAY I g IE I I 1 n%PROP.FUTURE Z IRIVEWAYS 2.25' 'CARRIER 0 0797 _— ,', A ::1Z 9 05.20.15 FOR FILING AREAS RESIDENCE V 28� E)OSYIt .+W --- - !! EnscD (T `I ( .A s � a 'a 8 09.01.14 FOR FILING o 1-sTY 7 04.15.14 FOR RUNG EX TREE(TYPJ >. OFFICILIER-o / yE117.5' BLDGPROP.METER ® ) '�£N J 1 I 6 03.21.14 FOR REVIEW E%ISrG WOODE PROP.120'TELECOM UNIPOLE UNIPOLE (70 REPLACE E%ISTC) 5 03.17.14 FOR REVIEW w �cLSYG CONC.RETAIN'C WALL / Z kp > ROP MEA SP N e 91NE I '^ I 4 02.19.14 FOR REVIEW xcA oXMlyr ' IIIHII�jjII I�I� Q I 1� ROP (UPI(4Si ME O N / y 3 11.20.13 FOR REVIEW fj 5.67 A n L- IUUU� U �N (2)-IA'C�Du s 1 5 P"q L r --____--�.----_ c FIBER AND 1 F+RI�IARY)` 2 11:05.13 FOR REVIEW 2 I 1275'=6"---------- -- -- [�, 1 08.26.13 FOR REVIEW p WIDTH EXISYG SIREN POLE --_-'\j----- fPSL °N \P;vo a Eism "" ^a .� I- - No_ DATE: SUBMISSIONS STORAGE � R QR°p t BLDG 1 1 0>✓ 7I Nj °F APPROVALS: 7' 155.4106 o S / LAI S6730'20>"11C c•c 15.00' 020`w l07t;l I No cu 0 0 1-m CO o o, � I I � all �c I I zUs 01 Q I I � CLIENT / PROJECT- I / C I / I Elite�owers,T.P m m 7141 I I — MATTITUCK FIRE DEPARTMENT 1000 PIKE STREET I — MATTITUCK, NY 11952 SITE PLAN MME: PROJECr NO.: 08.26.13 7141 0 25' 50' 100 150 I I I 7X74 CTED IS R THEGLAWS AND DPAWING No. I PROTEOFIE UNDER THE(AMS OF MY UNITED STATED OF AOf 1HE ANY (ENT KINIPoIED W OF 7HE DGCUUENf r HEN r 1wsc 1 n I , PROHIBITED.POF HERBST/INSC4W0 is _ 2013 EXISTING APRON APRON FLAGPOLE MUSciano, RA C DOUBLE BAY FOR FD TRUCKS �S� + M(Js �' Architect C ��� 611 MAIN STREET 2ND FLOOR PROP. FUTURE CARRIER V O' BOONTON, NJ 07005 EQUIPMENT CABINETS HONE(973)538-3815 ON PROP. FUTURE , ILYr ` FAX 973-538-4095 STEEL PLATFORM W/ ' SCREEN ENCLOSURER� IA ' PP C-8 MI 1301045424 EXISTING 02 NY' 0 MN 48411 FIRE 9 Icb d 556' � PROPOSED CABLE STATION OFD 6Q 2 NC 9510925 f�Jl BRIDGE FL AR0014044 PA RA403281 GA RA 012998 RI 2030 EXISTING HVAC, TYP. IL RA 001.020501 SC 8651 KS 5073 TEXAS 15417 PROP. FUTURE LA 5690 UT 8470051-0301 CARRIER NATURAL MD 11039 VT 2529 GAS GENERATOR ❑ MA 10131 VA 0401008254 NJ PLANNER 4351 i EXISTING VENT CONSULTANTS HOOD, TYP. PROP. FUTURE CARRIER EQUIPMENT CABINETS ON PROP. FUTURE STEEL -- PLATFORM W/ SCREEN ENCLOSURE 10'-o' ® 9 05.20.15 FOR FILING PR OSED CA E 8 09.01.14 FOR FILING BRI GE 7 04.15.14 FOR FILING 2'- ;zz�z�' 6 03.21.14 FOR REVIEW EXISTING PROP. 600A METER BANK 1—STY (MTD ON BLDG) 5 03.17.14 FOR REVIEW FD OFFICE EXSTG. WOOD POLE TO BE REPLACED 4 02.19.14 FOR REVIEW BLDG PROPOSED MATTITUCK FID WHIP ANTENNAS •I 1D MOUNTED AT TOP OF PROPOSED UNIPOLE 3 11.21.13 FOR REVIEW PROPOSED 120' HIGH TELECOM UNIPOLE -H TO REPLACE EXIST'G WOOD POLE 2 11.05.13 FOR REVIEW OUTLINE OF PROPOSED MONOPOLE t 1 08.26.13 FOR REVIEW FOUNDATION EXISTING EXISYG CONC. RETAINING WALL ASPHALT PARKING LOT ND, DATE PROP. 42" HIGH, 6" DIA. W/PAINTED STRIPES SUBMISSIONS BOLLARDS, (6) TYP. PROPOSED MESA SPAN CABINET APPROVALS: �.3 0 PROPOSED LIPA TRANFORMER O RJLJI ii LC7 o �-2 3 m o CV a of o"�s � Q C/3 0- EXISTING ASPHALT PARKING LOT CLIENT / PROJECT: p -(2)-4" CONDUITS (i FIBER AND 1 PRIMARY gg-:. Eliterowera L? 7141 MATTITUCK FIRE DEPARTMENT STREET1000 PIKE MATTITUCK, NY 1 952 DATE PROJECT NO.: 7141 COMPOUND PLAN os.2N6CO AWM 1 0 8 16 32' 64' THIS uuffn STATES DP�wwc THE UNITE urmm THE uws a mr imummam USE OF TME DOCUMENT WUHDUT WMIEN COt6ENf OF HEA m/YUSCNNO 6 . A 02 2013 Ga, Musciano, RA Aec, Architect 611 M2NDSTREET FLOOR ONTON, NJ 07005 l (973)538-3815 973-538-4095 AR RP 03132'-8'AG.L TO -- TOP OF WHIP ANTENNAS TOP OF WHIP•ANTENNAS --- 1301045424 48411 ___ FUTURE TOWN OF SQUTHHOID FUTURE TOWN OF SQUTHHOLD OQ12 V A2009005517 MATl11UCK FIRE DISTRICT---- )C/L 126'-7' - - --- -----MATTITUCK FIRE DISTRICT pq5015 SINCLAIR-SC329-HF2SNF(DOO-GO6) C/L 126'-7' FREQUENCY OF TRANSMISSION-(MHz)4B3 FREQUENCY OF TRANSMISSION-(MHz)483 SINCLAIR-SC329-HF2SNF(D00-GOB) C/L 126'-7' '9 b `'Q N 9671��It', _ FREQUENCY OF TRANSMISSION-(MHz) 465 FREQUENCY OF TRANSMISSION-(MHz) 465 �' ~ Mnlf2UIL E NFORMA71ON CONTAINED ON 1 03120'-0•AC.L TO 1120'-0•AC.L TO J. /'-- ESE DRAWINGS HAVE BEEN ' � I T RI 2030 EN FROM 1)A SKETCH FOR II .II PROPOSED 36• IL RA 001.020501 SC 8651 MATTITUCK FIRE DISTRICT BY PROPOSED 36� ;I --_---- VERIZON WIRELESS INSTALLATION VERIZC4 WIRFIESS INSTALLATION ___ �I� KS 5073 TEXAS 15417 OU CORNACCHIA OF'SCINETX', DIAMETER AT TOP II ANPHENOL CWW%063X25x00 ONE ANT. C/L 115' AMPHENOL CWWXD63X25XOO ONE ANT. C/L T1s DIAMETER AT TOP LA 5690 UT 8470051-0301 D 2)DRAWINGS ENTITLED OF POLE �� FREQUENCY OF TRANSMISSION-(MHz)777-787 FREQUENCY OF TRANSMISSION-(MHz)777-787 III OF POLE MD 11039 Vi 2529 PROPOSED ADDITION& `f' AMPHENOL CWW%063X25X00(ONE ANT.)C/L 115' AMPHENOL CWW%063X25X00(ONE ANL)C/L 115 y= TERAMONS TO THE MATTITUCC ;n RAN FREQUENCY OF 7SMISSION-(MHz)1970-1990 FREQUENCY DF TRANSMISSION-(MHz)1970-1980 MA 10131 VA 0401008254 RE DISTRICT CREATED BY 1I; AMPHENOL CWWXOS3X25XO0(ONE ANT.)CA 115' AMPHENOL CWWXOS3MSX00(ONE ANT.)CA 115' ;I; NJ PLANNER 4351 K G.RELF,AIA ARCHITECT, 11:1 FREQUENCY OF TRANSMISSIGN-(MHz)2110-2130 FREQUENCY OF TRANSMISSION-(MHz)211x2130 III CONSULTANTS ATED 08.28.19956 AND AERIAL ---\ /--- h' HOTOGRAPHS PUBLICLY III VAILABLE PROPERTY DATA AND 'I' \ FUTURE WIRELESS 9/C BLOCKS-LTE FUTURE WIRELESS B/C ALOCtSLIQ THER INFORMATION PROVIDED 1--� Y ELITE TOWERS,LLC.,THEIR rl) FUTURE ANTENNA MODEL C/L 105'&95' FUTURE ANTENNA MODEL CA 105'& GENTS AND REPRESENTATIVES. FREQUENCY OF TRANSMISSION-(MHz)734-740/740-746 FREQUENCY OF TRANSMISSION-(MHz)734-740/740-746 II __� EUTURE WIRELESS ABLOCK-CELLULAR FUTURE WIRELESS A BLOCK-CELLULAR OTE- �`r� FUTURE ANTENNA MODEL CA 105'&95' FUTURE ANTENNA MODEL CA 105'&95' 1 E INSTALLATION OF ALL I FREQUENCY OF TRANSMISSION-(MHz)869.04=879.99/890.01-691. FREQUENCY OF 7RANSMISSION-(MHz)869.04-879.99/890.01-891.48 III COMMUNICATION EQUIPMENT 'I FUTIIRE WIRELESS A-�/A-4/E'-1 BLOCKS-PCS FUTURE WIRELESS A-3/A-4/E-1 BLOCKS-PCS - S SUBJECT TO STRUCTURAL FUIURE ANTENNA MODEL CA 105'&95 FUTURE ANTENNA MODEL CA 10.5'&95' FlCATION FREQUENCY OF TRANSMISSION-(MHz)1930-1945/1985-1970 FREQUENCY OF TRANSMISSION-(MHz)1930-1945/1965-1970 I OTE- PROPOSED 120'HIGH UNIPOLE I I PROPOSED 120'HIGH UNIPOLE ADOMES O BO'-80'AND W-70 COLOR OF POLE TO BE I COLOR OF POLE TO BE OR FUTURE CARRIER BLUE/GRAY AS PER TOWN OF I ; BLUE/GRAY AS PER TOWN OF -- OCAMON SOUTHOLD CODE SECTION I I SOUTHOLD CODE SECTION 260-720(7) I I 2BD-72A(7) TE AGGI ANTENNAS WILL BE 8 09.01.14 FOR RUNG O C.L 30'AGI.(4' ART)BOTH ANTENNAS FACE ANE DIRECTION(110'SOUTH OF i 7 04.15.14 FOR HUNG UE EAS MATHTUCK FIRE DISTRICT- I _ RFS-201-7N(ONE ANTENNA)CA 64.7' \\ -MATI7UCt FIRE DISTRICT 6 03.21.14 FOR REVIEW FREQUENCY OF 7RANSMISSION-(MHz)450-460 MHz \ I I /f RFS-201-7N(ONE ANTENNA)CA 64.7 \\ ___ MATTITUCK FIRE DISTRICT MATIIUCK FIRE DISTRICT / FREQUENCY OF 1RANSMISSION-(MHz)450-460 MHz 5 03.17.14 FOR REVIEW \ COMMANDER-1142-2CN ONE ANTENNA CA 66.8' COMMANDER-1142-2CN ONE ANTENNA C 66. 7 MATTITICK FlRE D157RICT FREQUENCY OF TRANSMISSION-(MHz)46.34-46.46 FREQUENCY OF TRANSMISSION-(MHz)46.34-46.46 _J___ NAITINCK FIRE DISTRICT 4 02.19.14 FOR REVIEW RFS-BA101D-2 ONE ANTENNA C 629 RFS-BA1OIO-2 ONE ANTENNA CA 629' FREQUENCY OF TRANSMISSION-(MHz)1SSMHz I FREQUENCY OF TRANSMISSION-(MHz)155MHz 3 11.20.13 FOR REVIEW I I I I ; 2 111.05.13 FOR REVIEW _ 0L ATRTICK FlRE DISTRICT MArnTId<FlRE DISTRICTk --_ 1 08.26.13 FOR REVIEW FIRE EIISTRICTft� I WIRD TECH.Y(B)4506(TWO ANTENNAS)C/L 30' LAIRD TELL Y(B)4506(7W0 ANTENNAS)CA 30' \ A uATTT1Cc FlRE OISTOCT COMMANDER-1142-2CN(ONE ANTENNA)CA 46.8' ; 1 FREQUENCY OF TRANSMISSION-(MHz)483,186 FREQUENCY OF TRANSMISSION-(MHz)483,486 MHz % COMMANDER-1142-2CN(ONE ANTENNA)C/L 46.8' N0. 017E FREQUENCY OF TRANSMISSION-(MHz)46.34-46.46 1 ; MHZ(�SFE NOTE) (�� \ I FREQUENCY OF TRANSMISSION-(MHz)46.34-48.48_�f44'-1•AC.L TO SUBMISSIONS Ak FUTURE CARRIER EQUIPMENT ON \\ I / 1 TOP OF ROOF RIDGE TOP OF ROOF PoDGE�1 1 I 1 PROPOSED STEEL PLATFORM W/SCREEN FUTURE CARRIER EQUIPMENT EN \ I / 1 E)OSTING FIRE 1 I PROPOSED STEEL PLATFORM W/SCREEN \ ! 1 1 `----- I I ENCLOSURE(PROPOSED FUTURE CARRIER I EXISTING FIRE ENCLOSURE(PROPOSED FUTURE CARRIER \ ----/ � STATION APPROVALS: STATION 1 1 EQUIPMENT PLATFORM BEYOND)(NIC) \ 1 ; I EQUIPMENT PLATFORM BEYOND)(NIC) \ I AG.L TO TOP OF PROPOSED TOP OF PROPOSED \ \ EQUIPMENT SCREENING EQUIPMENT SCREENING \\ \ I �';n n 1 / 322'-3•A.GL lOh 11322'-3'AG.L TO \ �J 1 TOP OF PARS 1 1 TOP 0� F PARAPET \ 320'-3'AG.Lh 1 O ?� N TO TOP OF ROOF�'1 1 I TO TOP•OF ROOF CV O p 1 ; a CJS a m 1 1 PROPOSED CABLE BRIDGE PROPOSED CABLE BRIDGE w I r o R. TO BE INSTALLED ON ROOF TD BE INSTALLED ON ROOF OF DOSING FD BUILDING. OF DOSTNG ED BUDDING I EEH Ea I CLIENT / PROJECT: I � m, 0 FAA/Fl =1 EXSTG.FD ANTENNA Illllgl Elit_vwems,LP CABLE OUTET TO BE Illllil BRIDGE OVER TO THE NEW I IIIIIAI PROPOSED ANTENNAI ll)11 I PROP05£D++•aAME,ER 7141 312•-D•AGL AT BOTTOM OF POLE MATMCK FIRE DEPARTMENT 1000 PIKE STREET ELEVATION A ELEVATION B MATTITUCK, NY 11952 1 2 011E PROJECT NO.: 08.26.13 7141 0 8' 16' 32' 64' 0 8' 16' 32' 64' DRAWING NO. TSIs D61CN UNDER( THE Mm AND PROIEciFD ATE THE LAWS 0T THE UNDER ORATES OF AmERrA THE ANYDNAUTHORIZIED USE TOFHDW/MU=TINE A 03 DocumO WID10Uf WRRIEN WNSB1f OF NDiB.Sf/YUSCWNO 6 � PROHIBITED. 2013 Gary Musciano, RA Architect Smbnm.btE ll00m1TWrp®Ankm■.450.4T0.1.1am.NFrnr■ 6,em 4e1{I80rtniFEegassAMcme,40..10.T.IEBI;NFemale i.: -y c 611 MAIN STREET r.... c � - -o- bu►■ �4�5 MTAs 2ND FLOOR D. PC r V `� (� BOON, 07005 c97 � ONE 973 53 53 6-3815 Trma.rrprtor...�rrr,�or.mrrrrA& FAX 973-538-4095 .rmrmm■brd.aYmer.rn.ra.a *w,...:c,ae...m..a®.a WElnw�l�.l—Il.lrr■.a1b1�IN LI01 bb8 CA _ 0, A, PP p, ciWW .-WrNbalrtrmMr®I01.Igr■ra f 11% . 78 MN143D0111045424 \ rmtiar._,r.a.�..mr,r.rmma.�rw, ewas.rrr-WVAEpPoGr�■d`wtr I ' I ,...`- `7`"p posmreLpr■.rannb�War y •, ,� �.` 0 008017. a,�m.r �oarn.r..-Lbrr■.r4rar0.�N.auv tf1. 45 NV T % 61,015 I EyElmrrmrre.Lan I ,c _f'9Ts. �5 OHIO 9510925 v - 9 garu...aa<o. ooweL.mn-moar�ra�.WrA■rraea■.r v ® PA RA403281 len' �� W�rI1wAt!-tur�mrrrbmrar4bLr■Lr riLrrr °mw num .. aauato..E...rr RI 2030 �a..•�:wrs.ma mm �..�F..c �NrI CIw�rY.-rr.I.rgrr.auaer■ar {mmaw=-a ••r•r"••, .020501 SO 8651 i.o.a.m,oma mAram.ww ;� •� ' .b= MD a LA 5073 TEXAS 17 q■IrrptaaLAM.dS.■rrfo�YPp+{btYL�+ TLA 5690 UT 8470051-0301 MD 11039 Vf 2529 �..�� n�• _ _ •i^l' MA 10131 VA 0401008254 NJ PLANNER 4351 w,.un.xa aa.man 0.anl CONSULTANTS �.uwrno.bf onag,m ON o.w,.I j d Imm woa�carn��w awwe I • ur, j ,uwrrwe ,mala iiFi�.Fi�lTd� scum�u■ar ,.aw '1 •— ■wa m�....nv �rmm m wows, .{ r�rr".�` e.�a.. r '„ •' r v mre...vmv,nwn .n.n. r - -- wmta,a.amOrN ,"tom r,m_aw.w.mml i■rn, q �� wao,nPl 0.f{,aa.0.q,a fi � rrrr-�•�� Y) ^WlD.rfr � rrrEra arr„rr.r,Yr.a .oNw qwm rrr,Ytr .. —r 9 05.20.15 FOR FILING HPD Th.CIa.rCAa6u® 4A1-TN RI'B TD.CYlfGlleia.0 701•TN -' .,w a.msa�, .,...,,..,. ._.__.,,...... I I 8 09.01.14 FOR FWNG 7 04.15.14 FOR FlUNG 6 03.21.14 FOR REVIEW 201 -7N ANTENNA SPEC. 2 DB404L ANTENNA SPEC. 5 03.17.14 FOR REVIEW SCALE: N.T.S. SCALE: N.T.S. 4 02.19.14 FOR REVIEW ter, . 3 11.20.13 FOR REVIEW Ram•WWB,Olnetlonalnpl.Anbnnu °"'°`°°'r'°'°'w"""'•"'•'T'z1�"Fr" • D - 2 11.05.13 FOR REVIEW c 1 08.26.13 FOR REVIEW DInatlon.I V.pI.Antenna. fner.,ar<rrrr.ar ,ra.rrw 4 i �Y.rrr.r.rrrr��>r . _. a�rrmr'Tw.r►rrY.wrrLr .m "O" �� � SUBMISSIONS Arrr.oerrwr.warsrr.rrrrarnrrwr ;• :Ki ... I. zc„arwxroaa�wese.rw>.wre.srss.e.wmw .,�.,. APPROVALS: G MOUMLINIT INO 0 SPECIFICATIONS —"a -I 1` INSTRUOMONS L�� �7 r _J wear U4wIN 1�q IuryveumhYMm01Iu0rWf rrr..+fr 1..n Yffi-OEIBIL C'l7 Pm 4 W,el 1r D■Y.r.rpr wm rrwr0 arra . , rr mae,tlpA wrr.n�rr � aTf e •' b d N1r_f.w 4Y�r> sae iii m .'rrram Wm,r+lrY nr. d1 ,ofam .NI �r^�*+arrW W br.r•...YYrI, � mmme�ieaa�rr YrnrrnrrrY® C erwm.gwrrYrtA C).!9 __.�:•mA.rrr.,Y..arar,rY Q C13 -. o.r ti.ar,.r,r .nm �� UNEEIM l�OD�!'OMOCr rYl+■.!.�.. ,nw War w■.., ��? b��a e.v o1..Y.•Y,r�i,Air ....r.Yr. o-f:•-,Yr a.wrrr.irrna■.Y CLIENT / PROJECT: },wmc a.wd mrs m rrr rrYw1 .. m�rr+amrrrmrr.rrrt a-.�brr no.■warwnarrr rr.r.frr.rrrr rrrw. _ ' E��b,�.f arY rwr Ynrfr - w0...n■m weer Y bar ami r..r+mti w+Aa r p.ir. �G L•A�..rA rrrr.r Elite owers,L. OOIr1rr■�I� � �•1�1:rJ�IwaLM®IrW.¢ - 7141 mmm2enriaxl.+nt dl •r��r! •r.rrr DEC113EL PRODUCTS, MATIITUCK FIRE DEPARTMENT 1000 PIKE STREET MATTITUCK, NY 11952 3 Y4506 YAGIS ANTENNA SPEC 4 BA1010-2 ANTENNA SPEC. 5 DB-205 ANTENNA SPEC DATE PMEGTNO- SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 08.26.13 7141 THIS DESIGN IS COFIRI ED AND DRAWING NO. I'ROfE1:lED UNDER THE LAWS OF THE MIMED STATES OF AYERN•A ANY UNAURgfl®USE OF THE DOCUMENT WITHOUT WRITIEN CONSENT OF HOW/MMA140 IS PROWEIMM. A-04 2013 GROUNDING NOTES: �CO5+ cial IO7 RA THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY C> '� , rchitect SEQUENCING GROUNDING AND UNDERGROUND CONDUIT 0 INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN 611 MAIN STREET DEXISWAY �JG�Q� O EXISTING FRE TME GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. v 2ND FLOOR OOTON.(973)53 07005 <D � ROUTE ALL GROUND WIRES IN A NEAT AND ORDERLY LEP NE(973)538-38t5 FOE' MANNER. FAX 973-538-4095 0p{ EXISTING 10#2 AWG BARE COPPER WIRE } C I{N , PP HVAC, a MI 1301045424 DOJO TYP• 205/8"0 X 10' LONG GROUND � MN 48411 8411 4 iV MO 05517 ROD COPPER WELD NV 5015CT 7547 30ANTENNA GROUND BAR (CIGBE). DC ARC6052 M�11 9�jo9� 0P{ ® PARKING EXISTINGJ ®EQUIPMENT GROUND BAR. GA RA 012998 4044 A12998 RI2030 3281L O LOTIL RA 001.020501 SC 8651 C)#6 AWG KS 5073 TEXAS 15417 LA 5690 UT 847OD51-0301 ©COAX GROUND KIT. MD 11039 Vr 2529 ® MA 10131 VA 0401008254 /� \ 702 HOLE LUG. NJ PLANNER 4351 FUTURE d�J) CONSULTANTS (NIC) �0#4 SOLID SOFT DRAWN TINNED CO. TOP AND 11 GROUND CLAMP, (2) CADWELD BRAID BOTTOM AND #4 SOIF TO 3 1/2" IPS. PIPE. EXISTING VENT 'v . lrtOPOSED 120' ©COMPRESSION CONNECTION. HOOD, TYP. FUTURE UNIPOLE (NIC) ONNECT TO O3 CADWELD CONNECTION TYP. -- � \ PROPOSED Q t �� -- \� R NICOLE GROUND PROPOSED MESA GROUNDING NOTES PROPOSED I ® SPAN CABINET 800AMP METER `" 1/ 1. GROUNDING SHALL COMPLY WITH NEC ART. 250. o BANK ON ---- �0 4/ 7 05.20.15 FOR FILING BUILDING t 2. GROUND COAXIAL CABLE SHIELDS MINIMUM AT BOTH ENDS 6 0§.01.14 FOR FILING EXISTING FIRE (TYP.) \� \ (2) 4" SCHED. 80 </ USING MANUFACTURERS COAX CABLE GROUNDING KITS SUPPLIED BY STATION T ALL POST \ 5 04.15.1 FOR FILING 0 OR PER UTILITY 1/ `/ AT&T. PROPOSED 41 \ACONDUITS\ FIBER AND(1 /�/ �/ 3. USE #6 COPPER STRANDED WIRE WITH GREEN COLOR 4 03:21.1 FOR REVIEW POWER TO NEW MONOPOL 0 . / / INSULATION FOR ABOVE GRADE GROUNDING (UNLESS OTHERWISE PROPOSED GROUND RING CONNECT�T PRIMARY) TO c 3 03.17.1 FOR REVIEW EXISTING POLE / / SPECIFIED) AND #2 SOLID TINNED BARE COPPER WIRE FOR BELOW METER BANK f UNIPRO0 \, /s /� GRADE GROUNDING AS INDICATED ON THE DRAWING. 2 02.19.1 FOR REVIEW SEE DETAIL GNO RIN 0 �� \� /t/ �/� � 4/E3 �f / 4. ALL GROUND CONNECTIONS TO BE BURNED HYGROUND 1 11.21.1 FOR REVIEW / COMPRESSION TYPE CONNECTORS OR CADWELD EXOTHERMIC WELD. DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT WITH NO.: DAM SUBMISSIONS� \ Go TYPI A PROPOSED LIPA ` GALVANIZED STEEL. ON ALL ANTENNAS TRANFORMER c HANDHOLE (AS REQUIRED 5. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND BY UTLITY CO.) STRAIGHTEST PATH POSSIBLE, EXCEPT AS OTHERWISE INDICATED. APPROVALS: ELECTRICAL AND GROUNDING PLANPROPOSED SODA SERVICE GROUNDING LEADS SHOULD NEVER BE BENT AT RIGHT ANGLE. CONDUCTORS IN SCHED. BO HANDHOLE (AS REQUIRED ALWAYS MAKE AT LEAST 12" RADIUS BENDS. #6 WIRE CAN BE BENT CONDUITS OR PER UTILITY CO. BY UTUTY CO.) AT 6" RADIUS WHEN NECESSARY: RJLJ1 FROM EXISTING UTILITY POLE . 6. CONNECTIONS TO MGB SHALL BE ARRANGED IN THREE MAIN -0C=) GROUPS: SURGE PRODUCERS (COAXIAL CABLE GROUND KITS. TELCO N o c ELECTRICAL GENERAL NOTES AND POWER PANEL GROUND) (GROUNDING ELECTRODE RING OR o mi ; 1. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND 13. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING CS WORK TO BE PERFORMED UNDER THIS CONTRACT. CONTRACTOR IS RESPONSIBLE FOR ALL FIELD RATING NOT LESS THAN THE MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE BUILDING STEEL);NON-SURGING OBJECTS (EGB GROUND IN BTS) VERIFICATION. SUBJECTED, AND A MINIMUM OF 10,000 A.I.C. 2. THESE PLANS ARE DIAGRAMMATIC ONLY, AND ARE NOT TO BE SCALED. 14. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL 7. CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO r CD m C,3. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, APPLICABLE CODES. HOLE COMPRESSION TYPE COPPER LUGS. APPLY OXIDE INHIBITING Q INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC. FOR A COMPLETE AND 15. PATCH. REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE COMPOUND TO ALL LOCATIONS. PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS ELECTRICAL WORK. SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 16. CONTRACTOR IS TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY B. APPLY OXIDE INHIBITING COMPOUND TO ALL COMPRESSION TYPE PROJECT: 4. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOK-UP COSTS GROUND CONNECTIONS. CLIENT / AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH SHALL BE PAID BY THE CONTRACTOR. 9. BOND ANTENNA MOUNTING BRACKETS AND COAXIAL CABLE CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY 17. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CATALOG CUT-SHEETS ON ALL GROUND KITS TO EGB PLACED NEAR THE ANTENNA LOCATION. UNDERWRITER'S LABORATORY AND SHALL BEAR THE INSPECTION LABEL "J" WHERE SUBJECT TO NON-SPECIFIED ORIGINAL MATERIALS AND EQUIPMENT. SUCH APPROVAL. MATERIALS SHALL MEET WITH APPROVAL OF THE DIVISION OF INDUSTRIAL 18. UPON COMPLETION OF WORK, CONDUIT CONTINUED AND SHORT CIRCUIT AS WELL AS rr__ SAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIAL SHALL BE GROUNDING TESTS FOR APPROVAL SHALL BE PERFORMED. CLEAN PREMISES OF ALL DEBRIS PROJECT CLOSE-OUT DOCUMENTATION.10. TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR Elite OwerS,Ls MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA, AND RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. NBFU. 19. CONTRACTOR TO VERIFY ALL ELECTRICAL DEVICES SUPPLIED WITH THE PREFABRICATED 7141 5. ALL CONDUIT INSTALLED SHALL BE SURFACE MOUNTED UNLESS OTHERWISE NOTED. EQUIPMENT CABINETS. CONTRACTOR TO SUPPLY AND INSTALL ANY ADDITIONAL EQUIPMENT 6. CONTRACTOR SHALL CARRY OUT HIS WORK IN ACCORDANCE WITH ALL GOVERNING STATE, REQUIRED FOR A COMPLETE INSTALLATION FOR THE PURPOSE SHOWN. COUNTY, LOCAL CODES AND O.S.H.A. MATTITUCK FIRE DEPARTMENT 7. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF NO LESS THAN ONE YEAR AFTER POWER & TELEPHONE UTILITY GENERAL NOTES: 1000 PIKE STREET THE DATE OF JOB ACCEPTANCE BY OWNER. ANY WORK, MATERIAL, OR EQUIPMENT FOUND TO BE 1. UTILITY POINTS OF SERVICE AND WORK/MATERIAL SHOWN ARE BASED ON PRELIMINARY FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT INFORMATION ONLY, PROVIDED BY THE UTILITY COMPANIES AND ARE FOR BID PURPOSE ONLY. MATTITUCK, NY 11952 THE EXPENSE OF THE ELECTRICAL CONTRACTOR. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT 8. ALL CONDUIT ONLY (C.O.) SHALL HAVE A PULL WIRE OR ROPE. WORK/MATERIALS REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS DATE: pmmr NO,: 9. PROVIDE THE OWNER WITH ONE SET OF COMPLETE ELECTRICAL "AS BUILT" DRAWINGS AT THE AND SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL 11,21.13 7141 COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS AND CIRCUITS. WIRES, CABLES; PULLBOXES, CONCRETE ENCASEMENT OF CONDUIT (IF REQUIRED), TRANSFORMER 10. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE TURNED PAD, BARRIERS, POLE RISERS, TRENCHING, BACKFILL, PAY ALL UTILITY COMPANY FEES AND MM D�s CO RD DNAVANG NO. OVER TO OWNER AT JOB COMPLETION. INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK. PROTECTED"HOER WE LArs OF THE UENTUNM STAIESOMM OF AEN E_01 11. USE T-TAP CONNECTIONS ON ALL MULTI-CIRCUIT WITH COMMON NEUTRAL CONDUCTOR FOR ANY m kUTH0=USE OF THE LIGHTING FIXTURE. COQ OF r"�"i MW/y��w+o s 12. ALL CONDUCTORS SHALL BE COPPER. EROLaarEn. 1013 5 2 CONDUIT SIZE AS SHOWN ON DWG TO ANTENNA �c, _i'. A4U ��sciano, RA TOWER LEG Ya 4 } } INSU61ZE ATED GROUNDING BUSHING ANTENNA GROUND BAR A�C �l.�C 1. a '` GEDNEY TYPE HBLG (CIGBE) TOP OF TOWER SEE yJ�, Jf 611 MAIN STREET /4' ° ° TO SUIT NOTE 1 SEE DETAIL 1/E-0 (� o Q 2ND FLOOR 2 ® ° o a >` WG BCW (SIMILAR) B TON. NJ 07005 r ° o o .° ° 0 E(973)538-3815 a , Ef0 o °+o 0{0 ° ° ° � HUBS, ONE HOLESTANDARD GROUNDPPFAX 973-538-4095 3 aSTRAIGHT TONGUE• KIT (TYP.) SEE LUG 0G ° 1 ` T& B SERIES 3900A 7 �S" MI 1301045424SEE DETAIL 2/E3 a SIZE TO SUIT DETAIL 3/E-02 a e CADWELD �I C f11 LEGENDLUGUND '9?� a� `1.Q Iq D567�i37� Q`> Z`�' 7547'" •ANiC�_5015 1- COPPER GROUND BAR,1/4"X 4"X 20', NEWTON INSTRUMENT CO. CAT. NO. j 9671 B-6142. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION ANTENNA GROUND DC ARC6052 OHIO 9510925 2- INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 - FL AR0014044 PA RA403281 3- 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 HEAVY DUTY WATER #6 AWG (PROVIDED � BAR (CIGBE) GA RA 012998 RI 2030 4- WALL MOUNTING BRACKET. NEWTON INSTRUMENT CO. CAT NO. A-6056 PIPE GROUND CLAMP W/ GROUND KIT TYP.) BOTTOM OF TOWER IL RA 001.020501 SC 8651 5- 5/8-11 X 1' H.H.C.S.BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 T&B SERIES 3900 SEE NOTE 1 SEE KS 5073 TEXAS 15417 SIZE TO SUITLA 5690 UT 8470051-0301 X2/0 AWG BCW 4 WATER METER DETAIL 1/E-02 MD 11039 VT 2529 MJ PLANNER 4351 A 10131 VA 0401008254 CADWELD N 1 GROUND BAR DETAIL GROUNDING DETAIL 4- GROUND LUG CONSULTANTS LUG AWG FROM EXTERIOR INTERIOR ANTENNA CABLE CEMENT GROUT EXTERIOR WALL PARTITION GROUND KIT TROWEL SMOOTH VERIFY WALL THICKNESS& COAX CABLE GROUND BAR WITH SURFACE TYPE (TYP. FOR LUG ON WALL OR ALL) ON ANTENNA INSULATION CONT. BEAD OF SEALANT -- TOWER PASSES AROUND PERIMETER OF PIPE SEE DETAIL 1/E3 THROUGH PIPE (2) #2 AWG BCW SLEEVE- SIZE METAL PIPE-REFER AS SPECIFIED PIPE TO FLOOR TO CABINET SLEEVE PLAN FOR SIZE NOTES: r Q o O 0 0 0 0 O O O Q 1. NUMBER OF GROUND TOWER BARS MAY VARY FOUNDATION DEPENDING ON THE TYPE OF TOWER, ANTENNA I I #2 AWG BCW 7 05.20.15 FOR FILING LOCATION AND TWO HOLE LUG TO BE USED WITH PIPE INSULATION - CONNECTION. F) 09.01.1 FOR RUNG p2 AWG BCW 10 PROVIDE CHROME-3REFER TO BUILDING OR GROUND RING PLATED PIPE COLLARS PIPE SCHEDULE I 5 04.15.1 FOR FILING FOR ALL EXPOSED ////-- 2. A SEPARATE GROUND -- I I ROUND RING FINISHED CONSTRUCTION FILL ALL OPENINGS BAR TO BE USED FOR _ WITH FIRE STOP GPS ANTENNA IF — 4 03.21.1 FOR REVIEW SEALANT 2 GROUND WIRE 8c GROUND REQUIRED _ __ __—__—__ __ 3 03.17.1 FOR REVIEW 6 TYP. EXTERIOR PIPE BEYOND WALLSURFACE2 02.19.1 FOR REVIEW BAR DETAIL PENETRATION DETAIL TOWER GROUNDING DETAIL 1 .11.21.11 FOR REVIEW NEW GROUNDING 2"0 3 NO.: DATE-- SUBMISSIONS _ X CONDNEW TELCO. 2'0 no A B - CON ——————————— END OF COAX CABLE BRIDGE N Q 12" MAX. CON 2" N Q 3 ��4, CONDUIT ul2-0APPROVALS: 0 FIT7 ANTENNA CABLE ANTENNA SIDE 6 A UNISTRUT SECURED DIRECT TO ROOF OR WALL I=fI=J 6 - CONNECTOR O C 0 WEATHERPROOFING KIT 74 N fo m ABLE GROUND KIT 2 CSO 220.. p6 AWG STRANDED COPPERt•- GROUND WIRE(GROUNDED TO RJLII Cq c Ca GROUND BAR) NEW PIPE PIER 1 B ¢ Tn a CONNECTION OF CABLE GROUND KIT MODEL/ PP50-6 TO GP UNIT CABLE � _ Q END OF COAX CABLE BRIDGE 12" APPRO1W Es I X. CLIENT / PROJECT: NEs2 6 ANTENNA CABLE ANTENNA SIDE /A ——————————— CONNECTOR 6. ANTENNA 10-1/L• B uNmmT SUSPENDED FRoH sue 3 Elite�owers,u� WEATHERPROOFING KIT ABLE GROUND KIT 4� ADJUST AS REQUIRED TO AVOID DB6TRUGTIDNs 7141 PIPE PIER MOD LA PP50-6 y6 AWG STRANDED COPPER NOTES: u�iit PE uM51RUT euNeno�N W CLAMP Mlnl FLEXIBLE ELASTOMER CUSHION AL GROUND WIRE(GROUNDED TO -THE MAXIMUM LOAD FOR THIS BLOCK IS 50 LBS. MATTITUCK FIRE DEPARTMENT GROUND BAR) —THE UNISTRUT PI000 W/HOLE PATTERN MOUNT AND SECURED 48'O.C.NUMBER OF —THE LOAD SHOULD BE CENTERED ON THE STRUT TO CONDUITS/PIPES VANES.LENGTH OF UNISTRUT TO COORDINATE W/NUMBER OF 1000 PIKE STREET CONNECTION OF CABLE GROUND KIT DISTRIBUTE THE WEIGHT EVENLY ACROSS THE CONOUITS/PIPES TO BE SUPPORTED AT EACH LOCATION. TO ANTENNA CABLEASSEMB-PIIPINGLY.SHOULD BE ATTACHED USING STANDARD Q MATTITUCK, NY 11952 4 EXISTING CEILING.VERIFY MATERIAL. NOTE DO NOT INSTALL CABLE GROUND KIT AT A BEND STRUT CLAMPS & ACCESSORIES. s EXPANSION ANCHOR IN SUB W/FLAT WASHER AND NUT. AND ALWAYS DIRECT GROUND WIRE DOWN -THE RECOMMENDED MAXIMUM SPACING BETWEEN DATE` PROJECT N0: TO GROUND BAR. SUPPORT BLOCKS IS 10 FEET. Q THREADED ROD SUPPORTED FROM BUILDING STRUCTURE ABOVE 48'O.C. 11.21,13 7141 —THE PIPING SHOULD BE SUPPORTED WITHIN 2 FEET OF EACH CHANGE OF DIRECTION. T SECURE UNISTRUT 7D SLAB AS REQUIRED. OB FROSTING WALL VERIFY MATERIAL P�Roft•=UN=THE IM of DRAWING NO. �UNITED STATES OF UNMRIIOR®USE OF TSE OCUYENf WITHOUT WRITTEN CONDUIT MOUNTING DCO SBTR OF HERIIST/MUSCMO IS GROUND KIT DETAIL DETAIL 8 CONDUIT/PIPE SUPPORT @ CEILING & EXTERIOR WALL PROHIBITED. E-02 2013 CODE COMPLIANCE: PROJECT SUMMARY ciano, RA ALL WORK AND MATERIALS SHALL BE PERFORMED AND SITE ADDRESS: 1000 PIKE STREET �,M(.r rchitect INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS MATT) K,NY 11952 .� S(uf OF THE FOLLOWING CODES AS ADOPTED BY LOCAL DISTRICT: 1000 'Y.. 511 MAIN STREET ���� GOVERNING AUTHORITIES.NOTHING WITHIN THESE PLANS IS SECTION: 14D 6®^ 2ND FLOOR TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO BLOCK: 03 NTON,S3'8-3B15 J 07005 �� THE LATEST EDITIONS OF THE FOLLOWING: T L HO (973)538-3815 FI `i f e ^�(� a rs I LOT: 11.1 973-538-4D95 ✓. "V�V L 1. INTERNATIONAL BUILDING CODE- NEW YORK EDITION 2010 ZONE: HAMLET BUSINESS Y - A, C 2. INTERNATIONAL MECHANICAL CODE- NY EDITION 201D LATITUDE: 40.992887'N 87 N INDUSTRY CT 4. MTERNATIONTAL/PLUMBING CODE NY EDITION 2010 LONGITUDE -72.5332668'W �1 �� 04� M�14804045424 Y INDUSTRY V 5. NATIONAL ELECTRIC CODE(2008) PROPERTY OWNER/APPLICANT: MATPNCK FIRE DEPARTMENT � MO A2009005517 SUITE J 6. CITY/COUNTY ORDINANCES P.O.BOK 5015 666 CT 7 NC 9671 MATTITUCK,NY 11952 DC ARC6052 OHIO 9510925 SITE CONTACT: ELITE TOWERS,LP FL ARD014D44 PA RA403281 DEER PARK N Y 11729 TANYA 2WE-D4DN IL RA D12998 RI W51 631-242-D4D3 G RA OD1299B 1 Sc 8651 JURISDICTION: TOWN OF SOUTHOLD,NY KS 5073 TEXAS 15417 LA 5 g UT 8470051-0301 TELEPHONE COMPANY: VERIZON MD 11039 VT 2529 ELECTRIC COMPANY: LIPA MA 10131 - VA 0401008254 SITE NUMBER: 7141 RAWLAND GENERAL INFORMATION CONSULTANTS4a5' SITEADDRESS: MATTITUCK FIRE DEPARTMENT -AREA OF CONSTRUCTION: REPLACEMENT OF WOODEN UNIPOLE WITH TELECOMMUNICATION UNIPOLE. -N0 HUMAN OCCUPANCY 1000 PIKE STREET -NO CHANGE IN BLDG. USE, EGRESS OR OCCUPANCY -HVAC EQUIPMENT: EXISTING HVAC UNITS IN ROOFTOP OF EXISTING BUILDING - NONE PROPOSED MATTITUCK N Y 11952 -APPLICANT PROPOSES A 2-WAY MOBILE COMMUNICATIONS FACILITY, NOT INTENDED FOR PERMANENT EMPLOYEE OCCUPANCY. -POTABLE WATER, SANITARY SEWERS, AND ADDITIONAL SITE PARKING ARE NOT REQUIRED. -THIS -- FACILITY SHALL VISITED ON THE AVERAGE OF ONCE A MONTH FOR MAINTENANCE AND SHALL BE MONITORED REMOTELY. HERB 5 T -CONNECTION FOR ELECTRICAL AND TELEPHONE UTILITIES ARE TO BE DETERMINED BY THE APPROPRIATE UTILITY COMPANY MpBC1AR6 -TELECOMMUNICATIONS UNIPOLE AND ITS FOUNDATION TO BE DESIGNED BY OTHERS (NIC) -- VICINITY MAP GENERAL NOTES SHEET INDEX 8 09.01.14 FOR FILING BHT. REV. 7 04.15.14 FOR FILING DIRECTIONS TO SITE FROM THE GEORGE WASHINGTON BRIDGE: 1. CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS& CONDITIONS ON THE SITE. CONTRACTOR SHALL NOTIFY A NO. DESCRIPTION N0. Merge onto INTERSTATE 95 UPPER LEVEL N MATTITUCK FIRE DEPARTMENT REPRESENTATIVE IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. Ti TITLE SHEET 5 03.21.14 FOR REVIEW Continue onto INTERSTATE 95 UPPER LEVEL N(Portions toll). FAILURE TO NOTIFY A MATTITUCK FIRE DEPARTMENT REPRESENTATIVE PLACES THE RESPONSIBILITY ON THE CONTRACTOR TO Continue onto 1-95 N. CORRECT THE DISCREPANCIES AT THE CONTRACTOR'S EXPENSE. T2 SPECIFICATIONS 5 03.17.14 FOR REVIEW Continue onto CROSS BRONX EXPY(SIGNS FOR INTERSTATE 295 T3 SPECIFICATIONS 4 02.19.14 FOR REVIEW S/THROGS NECK BR). 2. ALL MATERIALS, WORKMANSHIP &CONSTRUCTION FOR THIS FACILITY SHALL BE IN ACCORDANCE WITH THE CURRENT Continue onto - S(Portions toll). PREVAILING STATE, MUNICIPAL AND OR COUNTY BUILDING CODES, SPECIFICATIONS, STANDARDS & REQUIREMENTS. Al SITE PLAN 3 11.21.13 FOR REVIEW Take exit 8 for CROSS IS PKWY S. / Merge onto CROSS ISLAND PKWY. A2 COMPOUND PLAN 2 11.05 13 FOR REVIEW Take exit 30E to merge .to 1-495 E/LONG ISLAND EXPY 3. THIS MATTITUCK FIRE DEPARTMENT FACILITY IS NOT GOVERNED BY REGULATION REQUIRING PUBLIC ACCESS PER ADA A3 ELEVATION toward EASTERN LONG ISLAND. REQUIREMENTS. A4 WHIP ANTENNA SPECIFICATION 1 08.26.13 FOR REVIEW At exit 73,take ramp for CR-58 toward Orient/Greenport Bear right onto CR-5a, Road name changes to RT-25 4. THE PROPOSED FACILITY INCLUDES ONE SIGN IN ACCORDANCE WITH FCC RULES ON RADIO FREQUENCY EMISSIONS 47 CFR E01 ELECTRICAL AND GROUNDING PLAN NO. °"" SUBMISSIONS Turn left onto Love Ln 1.1307 (B). E02 GROUNDING DETAILS Turn right onto Pike St Arrive at 1000 Pike St,Mattituck,NY 11952 5. THE PROPOSED USE DOES NOT REQUIRE FULL-TIME OR PART-TIME EMPLOYEES AT THE SITE. I E03 TOWER GROUNDING DETAIL APPROVALS: 6. ALL MATERIALS SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE MATTITUCK FIRE DEPARTMENT SPECIFICATIONS. IN CASE OF CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATIONS AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. IN THE CASE OF CONFLICT BETWEEN MATTITUCK FIRE DEPARTMENT STANDARD PRACTICES AND EITHER THE CONSTRUCTION AND SPECIFICATIONS OR THE DRAWINGS THE MATTITUCK FIRE DEPARTMENT STANDARD PRACTICES SHALL GOVERN. .' 7. FOR ADDITIONAL NOTES AND DETAILS SEE ACCOMPANYING DRAWINGS. DRAWINGS SCALED FOR 11"X17" SHEET TIT e' 77 77-ACTLP SHALL LAYITT ALL A)IRK BASED'I]DIN-5-AL DATA NIS :c1TEC ON CIVIL/STRUCTURAL NOTES: a� d 1. EXISTING DIMENSIONS SHOWN ARE FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, THEA, ITECTFORw, T1OUF:uOa Ecom,n:TH­RR. ���-� �µ4. DIMENSIONS, AND ELEVATIONS PRIOR TO STARTING ANY WORK. CLIENT�PROJECT: 2. ALL WIDE FLANGE STEEL SHAPES SHALL CONFORM TO ASTM A992 (50 KSI). ALL OTHER STEEL SHALL CONFORM TO ASTM `Pr ,resp ,lL� A36. e'L o /' ° 64- _ Q JIM 3. TUBE STEEL SHALL CONFORM TO ASTM Asoo, GRADE B. SIGNATURE BLOCK: /j �M1° Elite�owers n pA6PR0)fNdATE 4. STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S GRADE B. �% .agFY L� SITE LOCATION - CM: RF ENGINEER: 7141 5. ALL WELDING SHALL BE DONE USING 370XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELDS SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL MATTITUCK FIRE DEPARTMENT CONSTRUCTION", 9TH. EDITION. AT THE COMPLETION OF WELDING, ALL DAMAGE TO GALVANIZED COATING SHALL BE DATE: DATE: 1000 PIKE STREET REPAIRED. i MATTITUCK, NY 11952 6. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED OR STAINLESS STEEL ASTM A325 BOLTS (3/4" DIA) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. a ° TD. ccT u.. 08.26.13 R7141 NORTH 7. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. GALVANIZED ASTM A 307 BOLTS UNLESS NOTED OTHERWISE OR WHERE USED, ID D-11O No 8. ALL STEEL PIPE AND STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED AFTER FABRICATION IN °�iawanNois T-01 11 ACCORDANCE WITH ASTM A123. I.-IND. INSTRUCTIONS TO CONTRACTORS usciano, RA TO THE SITE IS RESTRICTED AND MUST REMAIN CONTRACTOR'S RESPONSIBILITY TO REPORT, IN _ey V7 MUS, Architect AS SPECIFIED IN THE SPECIFICATION LANDSCAPE AS SUCH. THE GENERAL CONTRACTOR SHALL WRITING, SIGNIFICANT VARIATIONS OR CONTRACTOR SHALL VISIT THE SITE THE WORK. 511 MAIN STREET PROPOSED WORK AND FULLY ACQUAINT HIMSELF REVIEW WITH THE SITE MANAGEMENT THE DISCREPANCIES OF THE CONDITIONS NOTED OR FLOOR WITH THE CONDITIONS AS THEY EXIST IN ORDER 9. CONTRACTOR SHALL MINIMIZE DISTURBANCE PROCEDURES FOR ENTERING AND EXITING THE SITE. IMPLIED, TO THE ARCHITECT, IMMEDIATELY UPON 2 J O BOONTON,NJ D7005 THAT THE RESTRICTIONS ATTENDING THE WORK TO EXISTING SITE DURING CONSTRUCTION. THESE PROCEDURES MUST BE ADHERED TO. DISCOVERY OF SUCH CONDITIONS. TE HONE(973)538-3815 EROSION CONTROL MEASURES, IF REQUIRED FAX 973-538-4095 ARE UNDERSTOOD. ALL AREAS AND DIMENSIONS A A, PP- ARE INDICATED ON THE DRAWINGS AS DURING CONSTRUCTION, SHALL BE IN GENERAL REQUIREMENTS REGULATORY REQUIREMENTS p ACCURATELY AS POSSIBLE, BUT ALL CONDITIONS CONFORMANCE WITH THE LOCAL GUIDELINES FOR 9 at&%C Al 1301045424 EROSION AND SEDIMENT CONTROL. SUMMARY OF WORK THE CONTRACT DOCUMENTS WERE PREPARED IN 0 MO A2009DO5517 SHALL BE VERIFIED BY EACH CONTRACTOR ACCORDANCE WITH THE APPLICABLE LOCAL AND/OR SUBCONTRACTOR AT THE SITE. THE NV sols / WORK INCLUDES THE DEMOLITION AND MODIFICATION CONSTRUCTION CODE. THE CONTRACTOR SHALL CT AR0 ON 95 FAILURE OF THE CONTRACTOR T EXAMINE EN SUPPLEMENTARY CONDITIONS AND RESTORATION OF EXISTING CONDITIONS CONFORM TO THIS AND OTHER APPLICABLE FL aR0140 OHIO 403285 RECEIVE ANY FORM, INSTRUMENT OR DOCUMENT, FL RA 01 044 RI RA4o3ze1 WHERE ADJUSTMENTS OR CHANGES IN THE WORK INDICATED IN ORDER TO CONSTRUCT THE WORK LOCAL, COUNTY, STATE AND FEDERAL CODES, GA RA 3lzsse RI 2033 OR VISIT THE SITE SHALL NOT RELIEVE THE IL RA D01.0z05o1 SO 8651 CONTRACTOR FROM ANY OBLIGATION WITH ( ) INDICATED AND THE MOUNTING OF ANTENNAS ON LAWS AND REQUIREMENTS. INCREASES OR DECREASES ARE AGREED TO BY 5073 TEXAS 17 LA RESPECT TO HIS QUOTED PRICE. THE MATTITUCK FIRE DEPARTMENT & THE THE ROOF OF THE EXISTING BUILDING. ALL LA 5873 UT 8470001351-0301 CONTRACTOR, THE COST FOR THAT WORK SHALL ELECTRICAL, COAX CABLE, GROUNDING, SUPPORT PERMIT FEES MD 111)39 VT 2529 STRUCTURES AND ALL CONDUIT ROUTING REQUIRED. MA 10131 VA 0401DO8254 THE SUBMISSION OF A BID PROPOSAL SHALL INCLUDE: THE ACTUAL COST (TO THE TO SUPPORT THE NEW EQUIPMENT INDICATED ON ELITE TOWERS SHALL BE RESPONSIBLE FOR NJ PLANNER 4351 ACKNOWLEDGE THAT THE CONTRACTOR AND HIS CONTRACTOR) OF ANY INSTALLED ITEMS, RENTAL THE DRAWINGS. COAX AND ANTENNA FURNISHED FILING AND PAYING FOR THE BUILDING PERMITS. CONSULTANTS SUBCONTRACTORS HAVE FULLY EXAMINED THE VALUE OF EQUIPMENT (IF ANY), WAGES OF BY MATTITUCK FIRE DISTRICT AND INSTALLED BY THE CONTRACTOR IS RESPONSIBLE FOR ANY SITE AND KNOW THE EXISTING CONDITIONS AND LABOR, AND WORKMEN'S COMPENSATION. ANTENNA CONTRACTOR. OTHER PERMITS, LICENSES, OR FEES REQUIRED. HAVE MADE PROVISIONS FOR OPERATING UNDER OVERHEAD AND PROFIT FOR ADDITIONAL WORK THE CONDITIONS AS THEY EXIST AT THE SITEPERFORMED BY A SUBCONTRACTOR OR DIRECTLY ALL WORK PERFORMED AND MATERIALS AND HAS INCLUDED ALL NECESSARY ITEMS. BY THE GENERAL CONTRACTOR IS LIMITED TO 10 INSTALLED SHALL BE IN STRICT ACCORDANCE DEFINITIONS AND STANDARDS WITH ALL APPLICABLE CODES, REGULATIONS, AND PERCENT FOR OVERHEAD AND 10 PERCENT FOR -- SITE WORK GENERAL NOTES: ORDINANCES. CONTRACTOR SHALL GIVE ALL THE TERM "PROVIDE" MEANS FURNISH AND PROFIT ALLOWED TO THE H E R B S if NOTICES AND COMPLY WITH ALL LAWS, INSTALL, COMPLETE AND READY FOR INTENDED ry�p507-pRpl 1. THE CONTRACTOR SHALL CALL UTILITIES PRIOR GENERAL CONTRACTOR. THE CONTRACTOR SHALL ORDINANCES, RULES, REGULATIONS AND LAWFUL USE, AS APPLICABLE IN EACH INSTANCE. THE TO THE START OF CONSTRUCTION. ITEMIZE EACH CHANGE IN THE WORK AND ORDERS OF ANY PUBLIC AUTHORITY BEARING ON TERM "ARCHITECT" SHALL MEAN HERBST PROVIDE BILLS OF SALE WHERE APPLICABLE. NO THE PERFORMANCE OF THE WORK. MECHANICAL MUSCIANO. THE TERM "OWNER" SHALL MEAN THE 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ADDITIONAL WORK SHALL BE PERFORMED AND ELECTRICAL SYSTEMS SHALL BE INSTALLED MATTITUCK FIRE DISTRICT UNLESS MODIFIED BY 8 09.01.14 FOR FILING ELECTRIC, AND OTHER UTILITIES WHERE WITHOUT PRIOR AUTHORIZATION FROM OWNER. IN ACCORDANCE WITH ALL APPLICABLE AN ADJECTIVE. IE "PROPERTY OWNER 7 04.15.14 FOR FILING ENCOUNTERED IN THE WORK, SHALL BE MUNICIPAL AND UTILITY COMPANY PROTECTED AT ALL TIMES, AND WHERE REQUIRED GENERAL CONSTRUCTION NOTES SPECIFICATIONS, AND LOCAL AND STATE SHOP DRAWINGS, PROJECT DATA AND SAMPLES 6 03.21.14 FOR REVIEW FOR THE PROPER EXECUTION OF THE WORK, JURISDICTIONAL CODES, ORDINANCES AND 5 03.17.14 FOR REVIEW SHALL BE RELOCATED AS DIRECTED BY 1. THE CONTRACTOR SHALL MAINTAIN COMPLETE APPLICABLE REGULATIONS. AFTER THE CONTRACTOR HAS REVIEWED AND ENGINEERS. EXTREME CAUTION SHOULD BE USED DUST CONTROL DURING THE DEMOLITION AND APPROVED SHOP DRAWINGS, HE/SHE SHALL 4 02.19.14 FOR REVIEW BY THE CONTRACTOR WHEN EXCAVATING OR PIER CONSTRUCTION PROCESS. PROVIDE THE GENERAL CONTRACTOR SHALL SUPERVISE AND SUBMIT SHOP DRAWINGS, SAMPLES AND PRODUCT 3 11.21.13 FOR REVIEW DIRECT THE WORK, USING BEST SKILLS AND DRILLING AROUND DR NEAR UTILITIES. FIRE-RETARDANT PLASTIC DUST PARTITIONS TO DATA TO THE ARCHITECT FOR APPROVAL. CONTRACTOR SHALL PROVIDE SAFETY TRAINING SEPARATE CONSTRUCTION AREAS FROM ATTENTION. THE CONTRACTOR SHALL BE SOLELY 2 11.05.13 FOR REVIEW FOR THE WORKING CREW. THIS WILL INCLUDE BUT EQUIPMENT AND EMPLOYEE WORK AREAS. RESPONSIBLE FOR ALL CONSTRUCTION MEANS, QUALITY CONTROL 1 08.26.13 FOR REVIEW IS NOT LIMITED TO: PROTECT ALL EQUIPMENT TO THE SATISFACTION METHODS, TECHNIQUES, SEQUENCES AND A) FALL PROTECTION. OF THE SITE MANAGEMENT. PROCEDURES AND FOR COORDINATING ALL ALL WORK SHALL BE PERFORMED IN A NEAT SUBMISSIONS PORTIONS OF THE WORK UNDER THE CONTRACT WORKMANLIKE MANNER, LEFT CLEAN AND FREE B) CONFINED SPACE. 2. THE FACILITY WILL REMAIN IN FULL INCLUDING CONTACT AND COORDINATION WITH LANDLORD'S AUTHORIZED REPRESENTATIVE. FROM DEFECTS, AND COMPLETELY OPERABLE. APPROVALS: C ELECTRICAL SAFETY. OPERATION THROUGHOUT THE CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ALL D) TRENCHING & EXCAVATION PERIOD. THE CONTRACTOR SHALL PROVIDE SAFE ACCESS TO ALL EQUIPMENT AND WORK AREAS. ALL ROOF WORK IS TO BE PERFORMED BY THE EQUIPMENT AS SCHEDULED ON THE DRAWINGS. 3. ALL SITE WORK SHALL BE AS INDICATED ON TO AID IN MAINTAINING SITE SECURITY, THE LANDLORD'S ROOFER. GENERAL CONTRACTOR IS ALL MATERIALS SHALL BE NEW AND ALL WORK THE DRAWING AND STIPULATED IN THE CONTRACTOR SHALL COORDINATE THE ACTIVITIES TO ASSURE THAT EXISTING ROOF WARRANTIES ARE AND MATERIALS SHALL BE GUARANTEED BY THE SPECIFICATION PROJECT SUMMARY AS PROVIDED OF WORKERS WITH THE SITE MANAGEMENT. THE NOT COMPROMISED BY THE PROPOSED WORK. CONTRACTOR FOR A PERIOD OF ONE (1) YEAR BY MATTITUCK FIRE DEPARTMENT. CONTRACTOR SHALL PROVIDE NOTICE TO THE FROM THE DATE OF ACCEPTANCE BY THE SITE MANAGEMENT OF PROPOSED ACTIVITIES AND OWNER OCCUPANCY OWNER. WHETHER OR NOT SHOWN ON DRAWINGS, 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, DURATIONS. THE CONTRACTOR(S) IS TO FURNISH COMPLETE, STICKS. STONES AND OTHER REFUSE SHALL BE 3. SHUTDOWNS, TIE-INS OR ANY OTHER WORK PROPERTY OWNER AND ITS EMPLOYEES, FUNCTIONAL ASSEMBLIES. REMOVED FROM THE SITE AND DISPOSED OF AFFECTING THE OPERATION OF EXISTING SUPPLIERS, CLIENTS AND VISITORS SHALL LEGALLY. EQUIPMENT OR ANY CRITICAL SERVICES SUCH AS CONTINUE TO OCCUPY AND USE THE SITE. THE ALL WORK SHALL BE CAREFULLY COORDINATED ELECTRICAL SYSTEMS, HVAC OPERATION, CONTRACTOR SHALL SCHEDULE AND COORDINATE WITH ALL TRADES INVOLVED AND THE THE WORK ACCORDINGLY. CONTRACTOR SHALL PROVIDE PROPER AND CLIENT PROJECT; 5. THE SITE SHALL BE GRADED TO CAUSE DETECTION SYSTEMS, ETC. SHALL BE PERFORMED NECESSARY CONNECTIONS, FITTINGS, VALVES, EQUIPMENT AND TOWER AREAS. MANAGEMENT. WORK ON THESE SYSTEMS CAN SURFACE WATER TO FLOW AWAY FROM THE WITHIN THE HOURS AGREED UPON THE SITE CUTTING AND PATCHING PIPING, ETC. FOR ALL EQUIPMENT INSTALLATION. ONLY TAKE PLACE AFTER SCHEDULING WITH AND THE CONTRACTOR SHALL PERFORM ALL CUTTING DRAWINGS ARE TO BE CONSIDERED 6. NO FILL OR EMBANKMENT MATERIAL SHALL BE RECEIVING APPROVAL FROM THE SITE Ellie OWeYS.T" AND PATCHING AS REQUIRED TO PROVIDE ACCESS DIAGRAMMATIC AND DO NOT NECESSARILY PLACED ON FROZEN GROUND. FROZEN MANAGEMENT. DURATION OF ALL WORK ON FOR INSTALLATION OF VARIOUS PARTS OF THE INDICATE THE ACTUAL LOCATION OR ROUTING OF 71 41 MATERIALS, SNOW OR ICE SHALL NOT BE PLACED CRITICAL SERVICES SHALL BE KEPT TO THE WORK. ALL CUTTING SHALL BE PERFORMED SO AS EQUIPMENT, PIPING, CONDUIT OR DUCTWORK. IN ANY FILL OR EMBANKMENT. MINIMUM NECESSARY TO PERFORM THE WORK . DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS REQUIRED. TO MINIMIZE DAMAGE TO ADJACENT SURFACESMATTITUCK FIRE DEPARTMENT 7. THE SUBGRADE SHALL BE COMPACTED ANDPATCHING OF EXISTING MATERIALS SHALL BE CONDITIONS ALLOW TO COMPLETE THE INTENT OF 1000 PIKE STREET 4. GENERAL CONTRACTOR TO ENGAGE THE PERFORMED IN A NEAT AND WORKMANLIKE THE CONTRACT. THE CONTRACTOR SHALL SUBMIT BROUGHT TOA SMOOTH UNIFORM GRADE PRIOR SERVICES OF A PROFESSIONAL CLEANING SERVICE MANNER. SHOP DRAWINGS OF ALL MAJOR MANUFACTURED MATTITUCK, NY 11952 TO FINISHED SURFACE APPLICATION. TO THOROUGHLY CLEAN ALL NEW AND EXISTING ITEMS REQUIRED ON THIS PROJECT. 8. THE AREAS OF THE OWNERS PROPERTY AREAS AFFECTED BY CONSTRUCTION OPERATIONS. EXISTING CONDITIONS ALL NEW AND EXISTING EQUIPMENT/FINISHES TO 08.26.13 7141 DISTURBED BY THE WORK AND NOT COVERED BY BE FREE OF DEBRIS, DUST AND DIRT. ALL CONDITIONS AND DIMENSIONS SHALL BE I. THE BUILDING OR DRIVEWAY, SHALL BE GRADED VERIFIED BY THE CONTRACTOR PRIOR TO THE °IIE 0` __ TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND 5. SECURITY AT THE SITE MUST BE MAINTAINED V START OF CONSTRUCTION. IT IS THE "°`° T-�n COVERED WITH MULCH AS SPECIFIED IN THE BOTH DURING AND AFTER WORK HOURS. ACCESS 1 ,�„��,E "`��`zY16""°° G usciano, RA QUALITY CONTROL (CONT'D) TEMPORARY UTILITIES RECEIVING INSTALLING, TESTING AND ADJUSTING JUNCTION BOX, AND EQUIPMENT CABINET. TESTS �4�' `rC architect ELECTRICAL WIRING FOR A COMPLETE AND SHALL BE MADE BY THE CONTRACTOR, AT THE A MINIMUM OF 6 COPIES SHALL BE SUBMITTED. PROVIDE ALL REQUIRED TEMPORARY UTILITIES FUNCTIONALLY OPERABLE INSTALLATION AS DIRECTION OF THE ENGINEER WHEN EQUIPMENT O 511 MAIN STREET THE ENGINEERING REVIEW OF SHOP OR SETTING AND PAY ASSOCIATED FEES AND OPERATING SHOWN ON THE DRAWINGS AND AS SPECIFIED OPERATION IS FAULTY. EQUIPMENT CONTAINING NTON 2ND FLOOR COSTS, HERE IN, THE FOLLOWING ITEMS OF WORK ARE 240 VOLTS SHALL BE SUITABLY LABELED eoo(973i NJ 07815 DRAWINGS SHALL ONLY BE CONSTRUED TO APPLY PHONE(973)535-3515 TO GENERAL LAYOUT AND CONFORMANCE TO THE TO BE INCLUDED, SHOWING THAT "HIGH VOLTAGE HAZARD" EXISTS. FAX 973-538-4095 DESIGN CONCEPT OF THE PROJECT AND FOR PROJECT CLOSE-OUT 1. ELECTRICAL SERVICE CORRECT PHASING OF CIRCUITS SHALL BE DONE COMPLIANCE WITH THE GENERAL REQUIREMENTS 2. GROUNDING SYSTEM BEFORE APPLYING POWER BACK TO THE EXISTING MI 1301045424 OF THE CONTRACT DOCUMENTS. THE REMOVE ALL DEBRIS FROM SITE,RESTORE 3. TELEPHONE SYSTEM. CIRCUITS. a MN 45411 RESPONSIBILITY FOR ANY DEVIATIONS FROM THE DISTURBED AREAS TO A CONDITION AS EXISTED 4. OPERATIONAL TESTING. No A2009WS517 REQUIREMENTS OF THE CONTRACT DOCUMENTS PRIOR TO CONSTRUCTION, PROVIDE OWNER WITH 3. CONTRACTOR SHALL BOND ALL EQUIPMENT 00401584 NV 5015 SHALL REMAIN THE CONTRACTOR'S UNLESS HE GENERAL OPERATING/MAINTENANCE MATERIALS TOGETHER. DC ARC6052 OHIO 9NC 510925 HAS IN WRITING, SPECIFICALLY CALLED TO THE INSTRUCTIONS FOR ALL INSTALLED EQUIPMENT FL ARDo14044 PA RA403281 GA RA 030 ARCHITECT'S ATTENTION TO SUCH DEVIATIONS AT THE CONTRACTOR SHALL PREPARE A COMPLETE WIRING, CONDUIT AND BOXES 4. WHERE NOT SPECIFICALLY CALLED OUT IN IL RA 001.0200501 SC 8851 THE TIME OF SUBMISSION AND HAS RECEIVED THE SET OF RECORD DRAWINGS PRIOR TO FINAL THIS SPECIFICATION, THE MINIMUM STANDARD OF RS 5073 TEX S15417 ARCHITECT'S SPECIFIC WRITTEN APPROVAL OF PAYMENT,FINAL PAYMENT SHALL NOT BE MADE 1. CONDUIT SHALL BE HOT DIPPEDTHE NATIONAL ELECTRICAL CODE SHALL APPLY. NO 110LA M90- UT 5470051-0301 SUCH DEVIATIONS. UNTIL THE RECORD DRAWINGS ARE DEEMED GALVANIZED RIGID STEEL ABOVE GROUND AND MA 101318 VA 844091005254 COMPLETE BY THE ARCHITECT, THE DRAWINGS PVC BELOW GROUND. 5. PROVIDE ALL TEMPORARY UTILITIES AND NJ PLANNER 4351 ALL MATERIALS, PRODUCTS AND EQUIPMENT USED SHALL BE DRAFTED BY A PROFESSIONAL PAY ALL ASSOCIATED FEES AND OPERATING CONSULTANTS ON THIS PROJECT MUST BE ACCEPTABLE UNDER DRAFTSPERSON,AUTOCAD 2000 FORMAT, 2. ALL CONDUITS, BOXES, FITTINGS SHALL BE COSTS. THE NEW YORK STATE BUILDING CODE AND ALL MADE UP TIGHT AND RIGIDLY SECURED TO THE APPLICABLE NEW YORK CODES. DRAWINGS SHALL INCLUDE EXACT ROUTING OF STRUCTURE. 6. DRAWINGS ARE TO BE CONSIDERED ALL WIRING,PIPING, DUCTWORK,ETC,THE DIAGRAMMATIC AND DO NOT NECESSARILY GARBAGE REMOVAL CONTRACTOR SHALL REMOVE THE NAME OF THE 3. BOND WIRES WHERE REQUIRED SHALL BE INDICATE THE ACTUAL LOCATION OR ROUTING OF ARCHITECT FROM RECORD DRAWINGS, CONTINUOUS. EQUIPMENT, PIPING OR DUCTWORK. DRAWINGS -- CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY SHALL BE FOLLOWED AS CLOSELY AS REMOVAL FROM THE PROJECT: ALL TRASH, CONTRACTOR TO PROFESSIONALLY CLEAN ALL 4. WIRE SIZE OF ALL FEEDERS AND BRANCH CONDITIONS ALLOW TO COMPLETE THE INTENT OF RUBBISH, SURPLUS MATERIALS RESULTING FROM AREAS OF NEW WORK AT COMPLETION OF THIS CIRCUITS HAVE BEEN CHOSEN TO PREVENT THE CONTRACT. -- CONSTRUCTION. NO BURNING SHALL BE CONTRACT EXCESSIVE VOLTAGE DROP. THE CONTRACTOR PERMITTED ON SITE. KEEP GENERAL AREA SHALL BE RESPONSIBLE FOR CHANGING 7. IN GENERAL, THE INDUSTRY STANDARDS CLEAN, HAZARD FREE, AND DISPOSE OF ALL WARRANTIES AND BONDS TERMINATION LUGS IF NECESSARY ON PROPOSED PREVAIL AND IN PARTICULAR, ALL WORK 8 09.01.14 FOR FILING DIRT, DEBRIS, AND RUBBISH. LEAVE PREMISES IN OR EXISTING EQUIPMENT TO ACCEPT THE PERFORMED BY THE CONTRACTOR SHALL BE IN 7 04.15.14 FOR FlUNG CLEAN CONDITION AND FREE TRASH, RUBBISH, THE CONTRACTOR SHALL GUARANTEE ALL LABOR PROPOSED WIRE(S). ACCORDANCE WITH THE FOLLOWING CODES AND 6 03.21.14 FOR REVIEW ETC. AND MATERIALS USED IN THIS PROJECT FOR A REGULATIONS: PERIOD OF ONE(1) YEAR COMMENCING FROM THE 5. ALL WIRES SHALL BE COLOR CODED AND 5 03.17.14 FOR REVIEW SAFETY REQUIREMENTS DATE OF THE ISSUANCE OF THE CONTRACTOR'S WARNING SIGNS SHALL BE INSTALLED TO CODE STANDARDS 4 02.19.14 FOR RENEW LETTER OF SUBSTANTIAL COMPLETION, INDICATE WHAT VOLTAGE IS PRESENT AT ATTENTION IS DIRECTED TO FEDERAL, STATE AND SUBSTANTIAL COMPLETION SHALL BE DEFINED AS SWITCHES, SPLICE BOXES, EQUIPMENT CABINETS, 1. LOCAL CODES AND ORDINANCES INCLUDING, 3 11.20.13 FOR REVIEW LOCAL LAWS, RULES AND REGULATIONS THE DATE WITHIN WHICH MATTITUCK FIRE ETC. BUT NOT LIMITED TO, THE REQUIREMENTS OF THE 2 11,05.13 FOR REVIEW CONCERNING CONSTRUCTION SAFETY AND HEALTH DEPARTMENT IS ABLE TO ACHIEVE BENEFICIAL LOCAL GOVERNING BODIES. STANDARDS. THE COMPANY AWARDED A OCCUPANCY EXCLUDING THE PUNCH LIST 6. PROVIDE METALLIC CONDUIT, TUBING AND 1 08.26.13 FOR REVIEW CONTRACT SHALL INSURE THAT ALL WORKERS ITEMS ANY DEFICIENCIES THAT BECOME EVIDENT FITTINGS OF TYPES REQUIRED. ZINC COATED 2. THE NATIONAL ELECTRICAL CODE (NEC). "°.. — WORK IN SURROUNDINGS OR UNDER CONDITIONS DURING THIS ONE (1) YEAR PERIOD SHALL BE STEEL EMT PERMITTED, IN DRY PROTECTED suRMlssloNs� WHICH ARE SANITARY, AND ARE NOT HAZARDOUS CORRECTED AT THE CONTRACTOR'S EXPENSE, LOCATIONS. PROVIDE RIGID METALLIC CONDUIT 3. INTERNATIONAL MECHANICAL CODE TO HIS/HER HEALTH OR SAFETY. PRECAUTIONS WHERE INSTALLED IN OR UNDER CONCRETE APPROVALS: SHALL BE EXERCISED AT ALL TIMES FOR THE WORK SCHEDULE SLABS, IN CONTACT WITH THE EARTH, UNDER 4. THE NATIONAL ELECTRICAL SAFETY CODE PROTECTION OF THE PERSONS AND PROPERTY. IT PUBLIC ROADWAYS, IN MASONRY WALL OR (NESC) OF THE AMERICAN NATIONAL IS MANDATORY THAT THE SAFETY PROVISIONS OF THE CONTRACTOR SHALL GUARANTEE ALL LABOR EXPOSED ON BUILDING EXTERIOR. PROVIDE 3" STANDARDS INSTITUTE. APPLICABLE LOCAL LAWS, OSHA REGULATIONS, AND MATERIALS USED IN THIS PROJECT FOR A CONCRETE ENCASEMENT ON ALL METALLIC AND BUILDING AND CONSTRUCTION CODES BE PERIOD OF ONE(1) YEAR COMMENCING FROM THE CONDUIT UNDERGROUND. RIGID METALLIC CONDUIT 5. UNDERWRITERS LABORATORY STANDARDS OBSERVED FOR ALL CONTRACTORS AND ANTENNA DATE OF THE ISSUANCE OF THE CONTRACTOR'S SHALL HAVE ZINC EXTERIOR AND ZINC ENAMEL (UL) OF THE NATIONAL BOARD OF FIRE RIGGERS. LETTER OF SUBSTANTIAL COMPLETION, INTERIOR. UNDERWRITERS. SUBSTANTIAL COMPLETION SHALL BE DEFINED AS 6. THE LOCAL ELECTRICAL UTILITY. THE DATE WITHIN WHICH MATTITUCK FIRE 7. CONDUCTORS SHALL BE COPPER, SANITARY FACILITIES DEPARTMENT IS ABLE TO ACHIEVE BENEFICIAL STRANDED 600 VOLT RATED INSULATION AT 90' 7. THE NATIONAL FIRE PROTECTION OCCUPANCY EXCLUDING THE PUNCH LIST F. USE TYPE THWN FOR UNDER- GROUND ASSOCIATION (NFPA). THE CONTRACTOR SHALL PROVIDE SANITARY ITEMS,ANY DEFICIENCIES THAT BECOME EVIDENT APPLICATIONS, DEVICE APPLICATION AND SIZED FACILITIES FOR THE WORKERS AS REQUIRED BY DURING THIS ONE (1) YEAR PERIOD SHALL BE #4 AWG AND LARGER. USE TYPE THHN FOR SIZE g, EIA/TIA-222-G STANDARDS "STRUCTURAL CLIENT/PROJECT: OSHA AND AS PER REQUIREMENTS OF THE LOCAL CORRECTED AT THE CONTRACTOR'S EXPENSE, #12 AWG THRU #6 AWG AND LARGER. MINIMUM STANDARDS FOR STEEL ANTENNA TOWERS AND HEALTH DEPARTMENT. SIZE FOR POWER WIRING SHALL BE #12 AWG. SUPPORTING STRUCTURES". WORK SCHEDULE �`— EXISTING UTILITIES 8.ALL WORK SCHEDULES ARE TO BE COORDINATED BOXES AND IACCESSORI SDE E OF REQUIRED D COATED ESIZES TO REL THE CONTRACTOR SHALL OBTAIN ALL Elitelowers. u• THE CONTRACTOR SHALL VERIFY THE LOCATION WITH THE SITE MANAGER. ACCOMMODATE ALL DEVICES AND WIRING. REQUIRED PERMITS PERTAINING TO HIS WORK AND OF EXISTING UTILITIES WHETHER UNDERGROUND ARRANGE FOR INSPECTIONS AND LISTS. SHALL 7141 CHARGES IMPOSED OR OVERHEAD BY CALLING THE LOCAL CALL ELECTRICAL SYSTEMS INSTALLATION STANDARDS PAY FOR ALL BY BYS, INSPECTIONS ANDD THE UTILITY COMPANY MATTITUCK FIRE DEPARTMENT BEFORE YOU DIG. IF TEMPORARY UTILITY FOR SERVICE CONNECTIONS. 1000 PIKE STREET SERVICES ARE REQUIRED, THE CONTRACTOR A. ALL MATERIALS SHALL BE NEW CONFORMING 1. ALL FEEDER CABLES SHALL BE TAGGED AT SHALL SEE TO IT THAT THEY ARE PROVIDED, AT WITH THE NEC. ANSI, NEMA, NFBU AND THEY TERMINAL POINTS AND IN ALL BOXES. SAFETY INSTALLATION STANDARDS MATTITUCK, NY 11952 NO ADDITIONAL COST TO THE OWNER, AND IT SHALL ALL BE UL LISTED AND LABELED. SWITCHES SHALL HAVE NAMEPLATE DESCRIBING ° SHALL BE HIS RESPONSIBILITY TO MAINTAIN SUCH FUNCTION, PURPOSE OR EQUIPMENT CONTROLLED. 1. ALL FEEDER CABLES SHALL BE TAGGED AT 08.26.13 P7141 TEMPORARY FACILITIES FOR THE DURATION OF B. THE CONTRACTORS SHALL FURNISH ALL TERMINAL POINTS AND IN ALL BOXES. SAFETY THE PROJECT OR AS NECESSARY. LABOR MATERIALS, EQUIPMENT, TRANSPORTATION, 2• CONTRACTOR SHALL CODE EACH PHASE SWITCHES SHALL HAVE NAMEPLATE DESCRIBING TM1Cu°r -- SERVICES AND APPLIANCES NECESSARY FOR AND CARRY COLOR CODE TO EACH PANELBOARD, FUNCTION, PURPOSE OR EQUIPMENT CONTROLLED. I� ~"s " T-03 ZONING REQUIREMENTS d Iy� Musciano, RA ZONE REGULAnONS FOR niE TOMM OF SOUniOLD 1HEPROPOSEDTELECOMNUMATO N •" �Se'✓° Architect DINE:HB HAMLET BUSINESS BLOCK:D3 LOT:11.1 INSTALLATION WILL NOT PROPOSE / GRADING OR DRAINAGE WIT11N TH 511 MAIN STREET IMENSIDNAL REGULATIONS REQUIRED EXISTING PROPOSED / / SCOPE OF WORK. ® IND FLOG...9735 53-3815 MINIMUM LOT AREA: 459 ACRES NO CHANGE - TELEPHONE(9]3)538-3815 1.36 ACRES MINIMUM LOT WIDTH: 60 FEET ±298' NO CHANGE \ FAX 973-538-4095 MINIMUM LOT DEPTH: 100 FEET 3210' NO CHANGE ���i\\✓ \ A RA, PP 02 169n MI 1301 D45424 MINIMUM FRONT YARD: 15 FEET 20 FEET 96'-3" / / INGRESS/EGRESS 9, ] I,IN 48411 MINIMUM SIDE YARD: 10 FEET - EAST 175-5" �F' 1Pp(2 MO A20D9005517 WEST 122'-0" ,� / , /�j+ 704 NV 5015 T 7547 NC 9671 INIMUM REAR YARD: 25 FEET ±90 FEET 114'-6" 2 \ DC ARCBD52 OHIO 9510925 MAXIMUM HEIGHT: 35 FEET 44 FEET 120 FEET LE / `., / `\� \ GA RAFL O 0112998 RI2G30D3281 TOP OF POLE ANDSCAPE AREA: 25 7275 NO CHANGE \ �/ / ' ` K R5 D01.D205D1 SC 8651 UILDING HEIGHT 35 FEET 44 FEET NO CHANGE \ ":/ / �2, \ A\ MA 5690 UTX847 0510301 UMBER OF STORIES 2 STORIES 2 STORIES NO CHANGE / �z MD 11031 V1 252s EXISTING MA 10131 VA G4D1008254 (STANCE BETWEEN / 4 ' V SIDEWALK NJ PLANNER 4351 ND HEAOSED FACILITY 124.75' / % \ \ CONSULTANTS ESIDE ND NEARESTNCE / ISTANCE BETWEEN RFACILITY 80'-5"3 \ NDD NEAR NEAREST 1 RESIDENCE PROP.LINE \ (STANCE BETWEEN 21'-10"3 BLDG.ONE / A3 ROPOSED FACILITY AND 1'-6"±BLDG.TWO LL OTHER STRUCTURES \ / EXISTING ' \ N PROPERTY 3' D'3 BLDG. THRE V -- 119'-4"±FLAGPOLE FIRE STATION i \ INGRESS/EGRESS,%' ISTANCE BETWEEN 96-3^± PROPOSED FUTURE ROPOSED FACILITY AND 175'-5"± CTRIER EQUIPMENT ^p6 �A \\ -- DADS,RIGHTS-OF-WAY AREAS EXISTING\\ � (2)4"GOND S(1 \ DRYWELL FIBER AND 1 RIVEWAYS ..,(TYP) PRIMARY) 8 09.01.14 FOR FILING 7 04.15.14 FOR FILING d' EXISTING "—1 \ A o• 1 6 03.21.14 FOR REVIEW V / FLAGPOLE A Y \ V � ,� \ 5 03.17.14 FOR REVIEW XIEING� 4 02.19.14 FOR REVIEW C 2 PROPOSED 120' PAVED TELECOMMUNICATION QNIPDLE, \ PARKIN N 3 11.20.13 FOR REVIEW \ FD BLDG 0 TO REPLACE EXISTS r LOT��155 \ �, ING / ONE 9'-4" WOODEN UNIPOL,E' 2'p_p• 2 11.05.13 FOR REVIEW � 1 08.26.13 FOR REVIEW / l �O. >5' , \ \� > ` \ XISTING ^� PR47POSED ME$$$AAA ND. OOTE. SUBMISSIONS \ $� TREE 12�-1 6 .SPAN C BI T\ ' ' Q (TYP. PROPOS D L PA b �S: TRANSFOEI�/. APPROVALS: EXIS � NG \ss \OI BTLDG /( / 39.7042'20 E / T E EXISTING �'`?' / / (TYP.)\ FD �O•S• `\ / \ / BLDG go� EXISTING EXISTING \ BUILDING RESIDENCE C------ THREE i �� / � Ory0 CLIENT/PROJECT: / \ EXISTINGTREE \ \ / �� \ / t\\.� / (TYP.) s2\ 140, V' \ '�� / / Elite owers,TP / 1 EXISTING EES� �6�p 1� \ \ / / 7141 FALL ZONE TOWER) \ (TYP.) 1�,t .5 MATTITUCK FIRE DEPARTMENT / \ DELINEATION 1000 PIKE STREET MATTITUCK, NY 11952 PROJECT SITE PLAN / \ 08.26.13 P7141 NORTH SCALE: 1"= 50'-O" \ / \ -- 2 25' 50' 100' 150' A-01 Musciano, RA EXISTING FIRE �,jV](J''pp STATION ` Architect 611 MAIN STREET 2ND FLOOR BOONTON.NJ 07DO5 LEPHONE(973)538-3815 FAX 973-538-4095 / Q C N RA, PP ✓g 2 1 6,1&2 MI 1301N5424 MN 48411 \ 0}7 MO A2DD9005517 / 4 NV 5015 CT ARC NC 95 71 OC ARC8052 OHIO 40 285 FL RA G1 044 R1 RA403281 IL RA 01.020 RI 2030 IL RA 001.02DSD1 SC 8651 KS 5073 TEXAS 15417 LA 5690 T 8470051-0301 V �\ MO 11039 VT 2529 MA 10131 VA 1401101251 NJ PLANNER 4351 Gas �o CONSULTANTS EXISTING J t EXISTING FIRE 'L DRIVEWAY � ��Fos 0P{ sTAnoN EXITING HVAC, OpJO TYP. -- / HERBSII EXISTING 9P \� PARKING i LOT 8 D9.D1.14 FOR FILING EXISTING FIRE \ \ 7 04.15.14 FOR FILING STATION FUTURE CARRIER FUTURE (d 6 03.21.14 FOR REVIEW EQUIPMENT CABINETS CARRIER ` `\ 5 03.17.14 FOR REVIEW ON PROPOTESED NATURAL GAS 4 02.19.14 FOR REVIEW FUTURE 12X28 SEL GENERATOR PLATFORM W/ i PROPOSED MATTITUCK CREEN ENCLOSURE \ FD WHIP ANTENNAS 3 11.21.13 FOR REVIEW (NIC) MOUNTED..TO PROPOSED 2 11.05.13 FOR REVIEW ANTENNA MOUNT ASSEMBLY- BY 1 08.26.13 FOR REVIEW OTHERS EXISTING VENT PROPOSED 12D' uo o`�E SUBMISSIONS HOOD, TYP. ^ \I TELECOMMUNICATION PROPOSED CARRIER EQUIPMENT UNIPOLE TO CABINETS ON PROPOSED FUTURE REPLACE EXISTING APPROVALS: 184 S.F. STEEL PLATFORM W/ WOOD UNIBOLE SCREEN ENCLOSURE(NIC) 6 PROPOSED MESA 4 METERS AND �',o SPAN CABINET O DISCONNECTS ON UNISTRUT FRAME PROPOSED LIPA O TRANFORMER 0 O \ CLIENT/PROJECT: afflar, Elite`owers� 7141 MATTITUCK FIRE DEPARTMENT 1000 PIKE STREET MATTITUCK, NY 11952 408.26.13 P 7141 ®PROJECT COMPOUND PLAN 0 B' 16' 32' 64' �.w —IG ID. NORTH SCALE: 1/16"= 1'-0" 1/16"-1-0„ A-02 tea. usciano, RA Architect ® 611 MAIN STREET 2ND FLOOR 8OQNTON,NJ 07005 EPHONE(973)538-3815 FA%973-538-9095 , A, PP MI 1301045424 al�wHly urtxns~ D MN 48411 TOP OF A x --- MO A2009OD5517 4018D4 NV 5015 FUTURE TORN LIC CT 7547 NC 9671 -�TrozOFexxIP Au75uxns _ _ H --- -----MATTITUCK FIRE DISTRICT DC ARG6052 OHIO 951D925 FREQUENCY OF T614BAICSOM 5(MHz)83 SINCLAIR-SC329-HF2SNF(D00-GOB)CA 126'-7- FL ARO 14044 PA RA403281 MATTITUCK FIRE DISTRICT---- _-- fUIURE TOMN OF SdITHHWD FREQUENCY OF TRANSMISSION-(MHz)465 GA RA 012998 RI 230 SINCLAIR-SC329-HF2SNF DOD-GDfi C 126'-7' FREQUENCY OF IRAx5MI5510N-(MHz))4W 116 T 312tl-0'A.C.L.iD4. /-- K R5 001.020501 SC 8651 N IT Is x KS 50]3 TE%AS 15417 ( )465 a11Q-0'A.OL I VERMW vnRELEss INs7AMAnW _______ I PROPOSED 36' LA 5690 UT 8470051-0301 jl 0 TOP of FlAW.o aAPHExOL cwwx03x25x0D (ON E AN c DIAMETER AT TOP FREQUENCY OF TRANSMISSION-MHz *�, MD 11039 VT 2529 _ ou-(Mxz)m 757 ;; OF POLE MA 1D131 VA 0401008254 1."S W COxTAIx D ON PROPOSED 36' 1;_____ I20u vA EL 55 nON HHEENOLNCWWx003x15%OIO ONE ANT.)CA 115' " DRA DIAMETER AT TOP T; Pxsxa cwwxo o E A T,ca tts' [xoL cwwxo3x25 ssI -(MHz)1970-990 ,1, NJ PLANNER 4351 AKETTNCW IRSAMSKEiCT Ef01tx 1 FREQUENCYROFEIR vA -NMH.N777-797 DD(ox A Co- I, CONSULTANTS K FIE slRl OF POLE ply A"HE"CWMx463K16xDC(o E A T.)c/L tts' FaEQusxcx of TaAxsMlsslou-(MHz)111-2130 0 2)DRACH'A OF ExnRE ET. 1, FREOEENOYCOF TIANSMISSSIM-(MHz)1970-1990 _-- T 0 (0NE ANT.)CA 115' lye TI ED FREQUENCY OF TRA_SS, -(MHz)z110-21J0 i0CT CR[u TTRUrx ___ FUTURE ANTEUNREMODEL c/L I s�-� fREQUEHCv OF TRANSDISSIM_(MHz)734-740%/40-746 I'I RE4 ARB.S9p6•AAIDY ERnL• 111 r-�FMIMRE ANIENss M/C BL LlE fU URERF NIENNASNODE�L O/L IOSLk 95' `--- LA9LE PROPERTY IE T RDATA AND T, L C 1(IIELESSMH k 95' iREWENCY Of 1RAN5NSAON-(MHz)BeB.W-e]e.B9/BROD1-BB1.4B - 1 FREDUENCY IFNTRAxsM -`MHz)739-790/790-796 F A-ort-1 e(Ocxs-Prs _ rvRE vnRELEss A-si EL c/L IDs•k 9s' III j IDED THEIR -� FREOUEc FUNE 11—NA DIQUIOONN-(MHz)—C4--RR/690.01-581.46 FREQUENCY OFDTRANF6MssoN-UTURE N(MHz)113o-1945/1965-1970 III BLUE/GRD 2s PER UE R-ER-g-ST PROPrsEOOR OFHPWE TD BE FNIURENC E F IRA—Issl N-I BLOCK9-PCs I leo- E C UI FREQUENCY ON ODEL CW/(MHz)95' 7.(7) ]SCUTHz(7) — xwE/OROF IHOLD CODESEtlldA T, SS WWI PER o-72A(7) 8 09.01.14 FOR FILING 1; 7 04.15.14 FOR FILING 7 CI—ICT 6 D3.21.14 FOR REVIEW Dl- ONMAITITUCK FIRE DISTRICT-1 III SII FREQUENCY FOFF TREANSMISSIW)A. C/LB4] -7x(WE AxlExuA)C/L B4.]' I IT NMANOER-1141-TCN ONE ANTENNA)CREC IS1MCi ___ L1. -(MH.)9so-96o MH. 5 03.17.14 FOR REVIEW FREQUENCY OFTRA—MOI450-460— 1 1; FFRREQUENCv OF lRAN5NI5510N-(IAHz)F46.31-46.46 ;II -- ;II ----A 6FF 619. 4 02.19.14 FOR REVIEW T, --- OxxnuoeR�Ri14z--- ANTENNA CA NBW FREailco-OF TxnsuSMIMON-(Mil:)tss— MAlnrva FIRE I -_-_- FREOUENCY OF TRAl- DN-(MHz)46.64-46.46 'yI 3 11.20.13 FOR REVIEW RFs-BAImo-1 DN � A c/iTRm _ FREQUENCY v IRANSNSSIONN@Hz)1551: 1,, 'll 2 11 0513 FOR REVIEW FLAIRD REQUExOY"".ac5,5ofi,wo TNS x )on.>:a1 -`I I�' 1, xsul ION-(MHz),e3,,68 uH: I R.'.M of TRnN'sL(CNE ANTENNA)CA 45.5• 1 06.26.13 FOR REVIEW ON-(MH.)4B.-46.46 AtlL TD NO.. wrE. xx(ONE AxIEx )c/L 46.Y ;T� �uIRORIEcx�v(x)4508 ssTwO AxTEuuns)c/L 30' rvRE cARRER EQUI ENT ou i STOP OF OF RIDBE SUBMISSIONS cORUEauExcv for iRArsMlmox-(Mx:Hk34-se.ss q; FREDu6ucv OF IRAN W-(uH:)963.468 MH. EL PLATFaun w%scREEu II 1 sT nW RE 1 I FuUIRE RMER 11 I i i EKisnuc D ENCLISU PROPos6D sTE� z,3 AICL.TD I ____ A -4 F-I STI uR RE pARR¢PL vWAlirax T E EQUIPMENT PLATFo9u BEYoxD)(N, M /7R APPROVALS: E-11-SlnnOx I EQUIPMENT PLATFORM BEYOND)(NIC)ER EQUIPMENT SCREENING III 331-z A cL TD i T TOP v PARAPET EQUIPMENT S REEK- T T; 1'' es av R OF 1.TO I rAxnP[��- lye I ( I r l aoF 1 I TOP _ I 1 ala-Y A TO OF I I I O i CLIENT/PROJECT: �o ® o 0 00 00000 1 ® ® ESE C 1 33 I jjj 212,-D 44f DIIAMEETER ElitA---ers.LP L-<� 7141 ELEVATION A2 ELEVATION B MATTITUCK FIRE DEPARTMENT SCALE: 1/16"= 1•—D" SCALE: 1/16"= 1'-0'. 1000 PIKE STREET MATTITUCK, NY 11952 08.26.13 P 7141 0 8' 16' 32' 64' 0 8' 16' 32' 64' DOC OF OF 1/16"=V-0" 1/1 6..=1' 0... PRx.x,CD. �Re � '��'• ° � ciano, RA - ... -.:�..w ° Architect PC ® - — - ® _ Deva °'°• 611 MAIN STREET �. — 2ND FLOOR BOONTON ,NJ D]ODS EPHONE(9]3 538-3815 .2168 FAX RA, PP r _ }'F �Y� i.emwmsiwl,nonwxl,rorty 676 MI 1301045424 L ,a v*T ,^I (' = NY RA 021687 MN 48411 W -Y)k I}' ;/� m.w. assume.s..m. • CA 29549 MO A2009OD5517 * + w.m. a s.uo- CO 401804 NV 5015 CT 7547 NO 9671 DC ARC6052 OHIO 9510925 .eemm.eueu un mn I 4&�.a• Y'"" aw laaa wwmueuaam.n l..wm,me�u.r LJ 'n .an, ,� zuwx.,wa er..ume,mndu4wam.wervn '� -..,_.k`Ym FL RA 01 044 RI RA403281 IL RA 01.020 RI 2030 IL R5 001.020501 SC 6651 LA 5073 TEXAS 15417 eanw..siwr..e rmr.nnn.re.,. LA 5690 VT 8470051-6301 M 11639 VT 2529 NA A 10131 VA 0401008254 NJ PLANNER 4351 �m =•__""�° °_°_ CONSULTANTS _ Ra ffi:: '.,.......... ..�,..._...... �..aFs'.. .....:. .... ...,... 8 09.01.14 FOR FILING ® 7 04.15.14 FOR FILING 201-7N ANTENNA SPEC. 2 DB404L ANTENNA SPEC. 5 03.21.14 FOR REVIEW 5 03.17.14 FOR REVIEW SCALE: N.T.S. SCALE: N.T.S. 4 02.19.14 FOR REVIEW 3 11.20.13 FOR REVIEW 1eTiV =om.,a.."m".,. � �� � 2 11.05.13 FOR REVIEW 1 06..26.13 FOR REVIEW � _,✓ ,.ti4NT R µ SUBMISSIONS .. - .. �-_-,e..,..........,._.,,m_ ' g APPROVALS: . ..° &MOUNTING INSTRUCTIONS p w.nww=•m v� CLIENT/PROJECT: i { Elite overs 7141 MATTITUCK FIRE DEPARTMENT 1000 PIKE STREET MATTITUCK, NY 11952 3 Y4506 YAGIS ANTENNA SPEC 4 BA1010-2 ANTENNA SPEC. 5 DB-205 ANTENNA SPEC 08.26.13 '�1 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. ..�o '-�E . p A-04 \, GROUNDING NOTES: sciano7 RA .K THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY �.IL4 - rchitect �F SEQUENCING GROUNDING AND UNDERGROUND CONDUIT d (� f GX'y dp THE GROUNDINGINST ILLATION STO SYSTEMEORNT ANY DAMAGE OSS OF TO HE CONDUIT. IN 611 M2NDSFLOOR QEF' DRIVEWAY J -lS EET EXISTING FIRE DDNTou,N moos Q Fp pP STATION ROUTE ALL GROUND WIRES IN A NEAT AND ORDERLY T EP E(973)536-381 5 FOS MANNER. 1 4.973-538-4095 pP1 EXISTING 0#2 AWG BARE COPPER WIRE �. O, A, P p�. HVAC, 78 MI 1301045424 000 TYP. O2 5/8"O X 1D'LONG GROUND '9y,,� Rq® Q MN 48411 ROD COPPER WELD 'L `i MO A2009005517 / NV 5015 O3 ANTENNA GROUND BAR CIGBE. 71 ND 95 J ( ) DC ARC6D52 OHIO 9510925 A 0 EXISTING FL AR0014D44 PA RA403281 0P PARKING ®EQUIPMENT GROUND BAR. GA RA 012998 RI 2030 O LOT IL RA 001.020501 Sc 6651 (S)#6 AWG KS 5073 TEXAS 15417 LA 5690 UT 6470051-0301 O0 ©COAX GROUND KIT. MD 1DI I V1 2529 \ MA 10131 VA 0401006254 02 HOLE LUG. NJ PLANNER 4351 FUTURE CONSULTANTS (NIC) \ - '/ 10 p4 SOLID SOFT DRAWN TINNED CO. • TYP.TOP AND \\ 11 GROUND CLAMP,(2)CADWELD BRAID BOTTOM AND#4 SOIF TO 3 1/2"IPS.PIPE. EXISTING VENT FUTURE n PROPOSED 120' \ HOOD,TYP. 'OCOMPRESSION CONNECTION. (NIC) UNIPOLE \,CONNECT TO ©CADWELD CONNECTION TYP. -_- - PROPOSED \ O UNIPOLE GROUND RING PROPOSEDO PROPOSED SPAN CABINET 1. \` \� GROUNDING NOTES - ® BODAMP METER + ` 1. GROUNDING SHALL COMPLY WITH NEC ART.250. o BANK ON BUILDING ? O ., ` � 2. GROUND COAXIAL CABLE SHIELDS MINIMUM AT BOTH ENDS EXISTING FIRE (TYP.)� 4 CONNECT TO ti, (2)4"SCHED.60 �. • �a USING MANUFACTURERS COAX CABLE GROUNDING KITS SUPPLIED BY 6 09.01.1 FOR FILING STATION T ALL POST PROPOSED O DR PER UTILITY i' �. AT&T. 5 04.15.1 FOR FILING UNIPOLE ti CONDUITS(1 ! f PROPOSED (TY 4 03.21.1 FOR REVIEW GROUND RING , FIBER AND 1 fes" f 3. USE#6 COPPER STRANDED WIRE WITH GREEN COLOR POWER TO SEE DETAIL O 4 PRIMARY TO /� INSULATION FOR ABOVE GRADE GROUNDING(UNLESS OTHERWISE PROPOSED 4/E3 NEW MONOPOLE ♦ ) i 3 03.17.1 FOR REVIEW METER BANK FAL GROUND RING f0 �`,EXISTING POLE ff GRADIEI GROUNDIANDNG AS LI INDICATED TINNED D ETHEO DRAWN PPER FOR BELOW /4 �xf'x�• /. 2 02.19.1 FOR REVIEW TONT ALL ` ff O 4 �� ff 4. ALL GROUND CONNECTIONS TO BE BURNED HYGROUND 1 11.21.13 FOR REVIEW \ q ANTENNAS r � f COMPRESSION TYPE CONNECTORS E CADWELD EXOTHERMIC WELD. - wrz. n J DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT WITH /4 SUBMISSIONS� A PROPOSED LIPA GALVANIZED STEEL. TRANFORMER ��JJ f HANDHOLE REQUIRED 5. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND BY UTILITY CO.)C0. STRAIGHTEST PATH POSSIBLE,EXCEPT AS OTHERWISE INDICATED. APPROVALS: PROPOSEELECTRICAL AND GROUNDING PLAN CONDUCTORS eINOSCHEDA SE V180 HANDHOLE(AS REQUIRED ACEI LWAYSIMAKE NG AAT EADS OTL12"RADIUS BENDS.D NEVER BE BENT A#6RWIRE CAN IGHT LBE BENT CONDUITS OR PER UTILITY CO. BY UTILITY CO.) AT 6"RADIUS WHEN NECESSARY. FROM EXISTING UTILITY POLE 6. CONNECTIONS TO MGB SHALL BE ARRANGED IN THREE MAIN ELECTRICAL GENERAL NOTES GROUPS: SURGE PRODUCERS(COAXIAL CABLE GROUND KITS,TELCO 1. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND 13. ALL CIRCUIT BREAKERS,FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING AND POWER PANEL GROUND);(GROUNDING ELECTRODE RING OR WORK TO BE PERFORMED UNDER THIS CONTRACT.CONTRACTOR IS RESPONSIBLE FOR ALL FIELD RATING NOT LESS THAN THE MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE BUILDING STEEL);NON-SURGING OBJECTS(ECB GROUND IN BTS) VERIFICATION. SUBJECTED,AND A MINIMUM OF 10,001)A.I.C. 7. CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO 2. THESE PLANS ARE DIAGRAMMATIC ONLY,AND ARE NOT TO BE SCALED. 14. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL HOLE COMPRESSION TYPE COPPER LUGS. APPLY OXIDE INHIBITING 3. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIALS,INSURANCE,EQUIPMENT, APPLICABLE CODES. INSTALLATION,CONSTRUCTION TOOLS, TRANSPORTATION,ETC. FOR A COMPLETE AND 15. PATCH,REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE COMPOUND TO ALL LOCATIONS. PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS,AS ELECTRICAL WORK. SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 16. CONTRACTOR IS TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY 8. APPLY OXIDE INHIBITING COMPOUND TO ALL COMPRESSION TYPE 4. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND PERMANENT POWER TO THE SITE.THE TEMPORARY POWER AND ALL HODK-UP COSTS GROUND CONNECTIONS. CLIENT/PROJECT: AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH SHALL BE PAID BY THE CONTRACTOR. 9. BOND ANTENNA MOUNTING BRACKETS AND COAXIAL CABLE CLASS OR GROUP OF EQUIPMENT.MATERIALS SHALL BE LISTED AND APPROVED BY 17. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CATALOG CUT-SHEETS ON ALL GROUND KITS TO EGM PLACED NEAR THE ANTENNA LOCATION. UNDERWRITER'S LABORATORY AND SHALL BEAR THE INSPECTION LABEL"J"WHERE SUBJECT TO NON-SPECIFIED ORIGINAL MATERIALS AND EQUIPMENT. jg SUCH APPROVAL.MATERIALS SHALL MEET WITH APPROVAL OF THE DIVISION OF INDUSTRIAL 18. UPON COMPLETION OF WORK,CONDUIT CONTINUED AND SHORT CIRCUIT AS WELL AS 10. TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOREliteSAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIAL SHALL BE GROUNDING TESTS FOR APPROVAL SHALL BE PERFORMED. CLEAN PREMISES OF ALL DEBRIS PROJECT CLOSE-OUT DOCUMENTATION. E' oWers,u MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI,NEMA,AND RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. NBFU. 19 5. ALL CONDUIT INSTALLED SHALL BE SURFACE MOUNTED UNLESS OTHERWISE NOTED. EQUIPMENT CABINETS.CONTRACTOR TO SUPPLY AND INSTALL ANY ADDITIONAL EQUIPMENT 6 CONTRACTOR SHALL CARRY OUT HIS WORK IN ACCORDANCE WITH ALL GOVERNING STATE, REQUIRED FOR A COMPLETE INSTALLATION FOR THE PURPOSE SHOWN. COUNTY,LOCAL CODES AND OS.H.A. MATTITUCK FIRE DEPARTMENT 7. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF NO LESS THAN ONE YEAR AFTER POWER&TELEPHONE UTILITY GENERAL NOTES: 1000 PIKE STREET THE DATE OF JOB ACCEPTANCE BY OWNER.ANY WORK,MATERIAL,OR EQUIPMENT FOUND TO BE 1. UTILITY POINTS OF SERVICE AND WORK/MATERIAL SHOWN ARE BASED ON PRELIMINARY FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE,UPON WRITTEN NOTIFICATION,AT INFORMATION ONLY,PROVIDED BY THE UTILITY COMPANIES AND ARE FOR BID PURPOSE ONLY. MATTITUCK, NY 11952 THE EXPENSE OF THE ELECTRICAL CONTRACTOR. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT B. ALL CONDUIT ONLY(C.O.)SHALL HAVE A PULL WIRE OR ROPE. WORK/MATERIALS REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS 9. PROVIDE THE OWNER WITH ONE SET OF COMPLETE ELECTRICAL"AS BUILT"DRAWINGS AT THE AND SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT,PULL p1E1.21.13 x7141a COMPLETION OF THE JOB,SHOWING ACTUAL DIMENSIONS AND CIRCUITS. WIRES,CABLES,PULLBOXES,CONCRETE ENCASEMENT OF CONDUIT(IF REQUIRED),TRANSFORMER 10. ALL BROCHURES,OPERATING MANUALS,CATALOGS,SHOP DRAWINGS,ETC. SHALL BE TURNED PAD,BARRIERS,POLE RISERS,TRENCHING,BACKFILL,PAY ALL UTILITY COMPANY FEES AND oxxxlxc xa OVER TO OWNER AT JOB COMPLETION. INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK. 11. USE T-TAP CONNECTIONS ON ALL MULTI-CIRCUIT WITH COMMON NEUTRAL CONDUCTOR FOR uss oiini 0 ■ LIGHTING FIXTURE. ji,.....is 12. ALL CONDUCTORS SHALL BE COPPER. rironxnsa 2 MNGz4 sciano RA CCall= mm= ON , 9 ® HEWTELOD.z'° �w Muses Architect RR�paa EG Y0 ® D 611 MAIN STREET ]/16" 3/4" DOW. 2ND FLOOR EXTERIOR WALL PARTITIO 2 D D CEMENT GROUT EL ONE O(9 3)538-3815 D D D TROWEL SMOOTH VERIFY WALL THICKNESS D D.{o WITH SURFACE TYPE FAX 973-536-4095 3 INSULATION CONT.BEAD OF SEALANT ,q PP ®G 1 CONDUIT SIZE AS SHOWN ON DWG PASSES AROUND PERIMETER OF PIP D THROUGH PIPE METAL PIPE-REFER ��+ t�lkb� 4'� MI 1301045424 SEE DETAIL 2/E3 SLEEVE-SIZE 'L'. 1 AS SPECIFIED PIPE TO FLOOR MO A200900551] N 48411 LEGEND INSULATED GROUNDING BUSHING SLEEVE PLAN FOR 0-Z GEDNEY TYPE HBLG LSIZE NV 5015 1- COPPER GROUND BAR,Y4'X 9"X 20",NEWTON INSTRUMENT CO.CAT.NO. SIZE TO SUIT CT]547 NC 9671 B-6142. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION DC ARC6052 OHIO 9510925 2- INSULATORS,NEWTON INSTRUMENT CAT.NO.3D61-4 ` ,$6 AWG BCW NOOEL,FPEOR FL AROG14044 PA RA4032B1 3- 5/6"LOCKWASHERS,NEWTON INSTRUMENT CO.CAT.NO.3015-8 GA RA 012998 RI 2030 9- WALL MOUNTING BRACKET,NEWTON INSTRUMENT CO.CAT N0.A-6056 IL RA 001.020501 SC 8651 HUBS.ONE HOLE KS 50]3 TEXAS 15417 5- 5/B-11 X 1"H.H.C.S.BOLTS,NEWTON INSTRUMENT CO.CAT NO.3D12-1 STRAIGHT TONGUE, PIPE INSULATION- LA 569D UT 8470051-D301 T&B SERIES 3900 SIZE TO SUIT PROVIDE REFER H MD 110}g VT 2529 GROUND BAR DETAIL CHROME PIPE SCHEDULE MA,013, - A 0401008254 PLATED PIPE FILL ALL OPENINGS NJ PLANNER 4351 6" COLLARS FOR WITH FIRE STOP NOT TO SCALE y A ALL FIEXPOS D SEALANT CONSULTANTS 1 / FINISHED I0-1/2" CONSTRUCTION EXTEND PIPE SLEEVE 1" Y6 AWG FROM HEAVY DUTY WATER �Q"� 0// BEYOND WALL SURFACE ANTENNA CABLE PIPE GROUND CLAMP GROUND KIT T&B SERIES 3900 - GROUND BAR SIZE TO SUIT ON WALL DR p2/0 AWG BCW -TNE NAAMD SH DA FOR THIS BLOCK Is 50 LOS, 22- ON ANTENNA mE LOAD M LD BE CENTERED ON THE SMUT TO DISTRIBUTE THE WEIGHT TOWER -PIPING SHOULDBEATTACHED USING STANDARD STRUT CLAMPS&ACCESSORIES. Ly SEE DETAIL 1/E3 MAXIMUM SPPACINGITH�ix�EN SUPPORT CKS IS 1DFEET. HER 8 5 T _TWEPIPING SHOULD BE MUSCIANO 4U, WATER METER nDNCONDUIT MOUNTING TYP. EXTERIOR PIPE 224 GROUNDING DETAIL DETAIL 9PENETRATION DETAIL AING ING 6 NOT TO SCALE NOT TO SCALE LE UJ%TO BE USED WITH 6 09.01.14 FOR FILING G OR GROUND RING AL, 5 04.15.14 FOR FILING GROUND WIRE & 4 03.21.1 FOR REVIEW I � 3 03.17.14 FOR REVIEW 2 GROUND BAR DETAIL 2 02.19.1FOR REVIEW NOT TO SCALE A I�NIRTRI�T PFn.RFI,GIBFc,ro GR 1 11.21.1 FOR REVIEW .o.. DATE. SUBMISSIONS X 4 N Q END OF COAX CABLE BRIDGE 12 MAX, APPROVALS: ry d 3 §�4" 0 ANTENNA CABLE ANTENNA SIDE CONNECTOR WEATHERPROOFING KIT CABLE GROUND KIT M6 AWG STRANDED COPPER GROUND WIRE(GROUNDED TO — GROUND BAR) CONNECTION OF CABLE GROUND KIT TO GP ;UNIT CABLE B.I. N Q END OF COAX CABLE BRIDGE 12" APPROX. 0 AD.NST AS REQUIRED TD ARQD OBSTRUCTID.S. CLIENT/PROJECT: ry Q O 2'.-'.U/II xWnl/`IPE Mm tm/u1 NSuuiION TD BE CLAMP Mm REXIBLE EEASTDMER CUSHION BM. By UTH B-uxE OR EWAL. ANTENNA CABLE ANTENNA SIDE OO CNISMUi PIDOO M/HOLE PATTERN MOUNT AND SECURED 48"D.C.NUMBER OF — CONNECTOR .Duns%PIPES TO BEIPES s suPPgtTED ATEACHT70 LDcnnorRDIxATE w/NUMBER OF WEATHERPROOFING KIT Q4 EXISTIND[Dux&vERIFY MATERIAL El1Ye�owerS.I CABLE GROUND KIT o E PA.BID.ANCHOR IN SLAB W/FLAT WASHER AID.UT. 7141 #6 AWG STRANDED COPPER ©THREADED RDD SUPPORTED FROM BUILDING STRUCTURE ABDRE 4B'PC GROUND WIRE(GROUNDED TO O] SECURE UNISTRUT TO BLAB AS REQUIRED. MATTITUCK FIRE DEPARTMENT CONNECTION OF CABLE GROUND KIT OO EXISTING WALL 1—MATERIAL. 1000 PIKE STREET TO ANTENNA CABLE MATTITUCK, NY 11952 NOTE:DO NOT INSTALL CABLE GROUND KIT AT A BEND CONDUIT/PIP E AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. SUPPORT @ CEILING 11.21.13 7141 3 GROUND KIT DETAIL 5 OMITTED 7 AND @ EXTERIOR WALL lu ' ° DRWI.G.& NOT TO SCALE NOT TO SCALE NOT TO SCALE XG.BBEON...niM,S— E-OZ Musciano, RA Architect 611 MAIN STREET 2ND FLOOR BOONTON,NJ 07005 EPHONE(973)538-3815 FAX 973-538-4095 1 0, A, PP. N..JJ M1501 SC- MI 045424 '90�1N8 MW 48411 MOA20D9005517 NV 5015 NC 9671 DC ARC6D52 OHIO 9510925 FL ARDO14044 PA RA4D3281 GA RA 012998 RI 2030 IL RA 001.020501 SC 8651 KS 5073 TEXAS 15417 LA 5690 UT 8470051-0301 MD 11039 VT 2529 MA 10131 VA 0401008254 NJ PLANNER 4351 CONSULTANTS mm HlU5C1A Ro 8 09.01.14 FOR FILING 7 04.15.14 FOR FILING 6 03.21.14 FOR REVIEW TO ANTENNA—\ TOWER LEG 5 03.17.14 FOR REVIEW L ANTENNA GROUND BAR (CIGBE)TOP OF TOWER SEE 4 02.19.14 FOR REVIEW NOTE 1 SEE DETAIL 1/E-02 (SIMILAR) 3 11.21.13 FOR REVIEW 2 11.05.13 FOR REVIEW STANDARD GROUND 1 06.26.13 FOR REVIEW KIT(TYP.)SEE LUG DETAIL 3/E-02 CADWELD wsc. SUBMISSIONS GROUND LUG APPROVALS: ANTENNA GROUND #6 AWG(PROVIDED BAR(CIIGOM OF)TOWER W/GROUND KIT TYP.) SEE NOTE 1 SEE DETAIL 1/E-D2 CADWELD -I' GROUND LUG LUG COAX CABLE (TYP.FOR LUG CLIENT/PROJECT: ALL) (2)#2 AWG BCW TO CABINET C , NOTES: EI1CeV-ers�� 1.NUMBER OF GROUND TOWER BARS MAY VARY FOUNDATION 7141 DEPENDING ON THE TYPE OF TOWER,ANTENNA µ2 AWG BCW MATTITUCK FIRE DEPARTMENT LOCATION AND �j MATTITUCK, NY 11952 CONNECTION. I 1000 PIKE STREET 2. A SEPARATE GROUND / ROUND RING BAR TO BE USED FOR L___ GPS ANTENNA IF �` " REQUIRED '08.26.13 7141ND TOWER GROUNDING DETAIL N ° aTMb E-O3 1' SCALE: 1/16"= —O" i.�wxo