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Home My WebLink AboutDish @ Laurel Stone Colocation Approved PlansjA F A 2 C S d CJ i. S11 1 Is DISH Wireless L.L.C. SITE ID: NYNYCO2219A DISH Wireless L.L.C. SITE ADDRESS: 7055 MAIN ROAD >t MATTITUCK, NY 11952 NEW YORK CODE COMPLIANCE AXISK SNARL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLL©WINO CODES AS ADOPTED 13Y THE LOCAL GOVERNING AUtHORINES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONTORUING TO THESE CODE'S: CODE TYPE S= BUILDING 20181SO MECHANICAL 2018 ISO ELECTRICAL 2017 NEC SHEETINDEX SHEET NO. SHEET TITLE T -1 TITLE SHEET ADDRESS: 7055 MAN ROAD LS1 SITE SURVEY MATTITIICK, NY 11952 LITLETON. CO 80120 A-1 OVERALL AND ENLARGED SITE PUN A -2 ELEVATION. ANTENNA LAYOUT AND SCHEDULE A -3 EQUIPMENT PLATFORM MID H -FRAME DETAILS TOWER 00 SITE ID: LAUREL STONE A -4 EQUIPMENT DETAILS A -5 EQUIPMENT DETAILS A -6 EQUIPMENT DETAILS (631) 242 -0403 COUNTY: E -1 ELECTRICAL / FlBER ROUTE PLAN AND NOTES E -2 ELECTRICAL DETAILS E -3 ELECTRICAL ONE -UNE. FAULT CPLCS & PANEL SCHEDULE 40* 58' 43.291• N LEWISBURG. PA 17637 G-1 GROUNDING PLANS AND NOTES G-2 GROUNDING DETAILS G -3 GROUNDING DETAILS 72.548892 W RF -1 RF CABLE COLOR CODE TOWN OF SOUTHOLD SITE ACQUISITION: VICTORIA BRENNAN GN -1 LEGEND AND ABBREVIATIONS_ GN -2 GENERAL NOTES GN -3 GENERAL NOTES GN -4 GENERAL NOTES CONSTRUCTION MANAGER: WALTER PASQUINO PARCEL NUMBER: BLOCK B LOT 35.4 WALTERPASQUINO.CDM DIST 1000 SECTION 122 RF ENGINEER: DISH OCCUPANCY GROUP: U DISH Wlrelms L.L.C. TEMPLATE VERSION 37 - 07/09/2021 SCOPE OF WORK i THIS IS NOT AN ALL INCLUSIVE LIST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: TOWER SCOPE OF WORK; INSTALL (3) PROPOSED PANEL AMrTEipAS {1 co SECTOR) W/ STRAP MoUNTS • INST ALL (b) PROPOSED THPLE7O]'LS (z PER SEC'iQR) • INSTALL PROPOSED IM1IIIPFIL+ Wf TABLE aAMPs GROUND SCOPE OF WORK: • INSTALL (1) PROPOSED STEEL PLATFORM • INSTALL (1) PROPOSED ICE BRIDGE • INSTAL (1) PROPOSED PPC CABINET • INSTAL (1) PROPOSED EQUIPMENT CABINET • INSTALL (1) PROPOSED POWER CONDUIT • INSTALL (1) PROPOSED TELCO CONDUIT • INSTALL (1) PROPOSED TELCO -FIBER BOX • INSTALL (B) PROPOSED RRUW (2 PER SECTOR) • INSTALL (1) PROPOSED OVER VOLTAGE PROTECTION DEVICE (OW) • INSTALL (1) PROPOSED CPS UNIT • INSTALL (1) PROPOSED SAFETY SWITCH (IF REQUIRED) • INSTALL (1) PROPOSED FIBER NID (IF REQUIRED) • INSTALL (1) PROPOSED METER SOCKET • INSTALL (8) PROPOSED DIPLEfERS SITE PHOTO UNDERGROUND SERVICE ALERT- NEW YORK all UTILITY NOTIFICATION CENTER OF NEW YORK / (eoo) 272-44e0 W W W.NEWYORK -811.CO M CALL 2 WORM BAYS UIBIIY IIDIBN'ATR1N F189R TO DDNSMUCIXIN GENERALNOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL V1 9T THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE NO SANITARY SEWER SERVICE. POTABLE WATER, OR TRASH DISPOSAL IS REWIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. 1111x1711 PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS. AND CONDITIONS ON THE JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. SITE INFORMATION PROJECT DIRECTORY PROPERTY OWNER: LAUREL STONE SUPPLY PLUS APPLICANT. DISH WlrNos L.L.C. ADDRESS: 7055 MAN ROAD 5701 SOUTH SANTA FE DRIVE vwkekm. 5701 SOUTH SANTA FE DRIVE LITTLETON. CO 80120 MATTITIICK, NY 11952 LITLETON. CO 80120 TOWER TYPE CONCElAMEWT POLE D ICV01 I9'1 RTSElm ROC O1 NKM TOWER OWNER: FIRE TOWERS, LP TOWER 00 SITE ID: LAUREL STONE 87 N INDUSTRY COURT SITE. J aV21/= . ECR 117EAI rk. DEER PARK, NEW YORK 11729 (631) 242 -0403 COUNTY: SUFFOLK COUNTY SITE DESIGNER: SALIENT ARCHITECTS 325 N 10TH STREET. SUITE 400 LATITUDE (NAD 133): 40* 58' 43.291• N LEWISBURG. PA 17637 40.978892 N (201) 587-0032 LONGITUDE (NAD 83): 7Z 32' 48.871• W 72.548892 W ZONING JURISDICTION: TOWN OF SOUTHOLD SITE ACQUISITION: VICTORIA BRENNAN (516) 557 -2398 ZONING DISTRICT: ZONE 8- 40MERAL BUSINESS CONSTRUCTION MANAGER: WALTER PASQUINO PARCEL NUMBER: BLOCK B LOT 35.4 WALTERPASQUINO.CDM DIST 1000 SECTION 122 RF ENGINEER: DISH OCCUPANCY GROUP: U (201) 644 -0808 CONSTRUCTION TYPE m -B POWER COMPANY: PSE&G LONG ISLAND DIRECTIONS DIRECTIONS FROM DISH Wireless L.L.C. OFFICE /AIRPORT /DOWNTOWN: GET ON NY -27 E IN BROOKHAVEN FROM NY -454 E FOR 4.8 MILES FOLLOW NY -27 E TO COUNTY RD 31 /OLD RNFRHEAD RD IN EAST OUOGUE TARE EXIT 53N FROM NY -27 E FOR 21.9 MILES TAKE CROSS RIVER DR TO NY -25 E/MAN RD IN LAUREL FOR 11.7 MILES MERGE ONTO COUNTY RD 31, TAKE SECOND EXIT ONTO QUOGUE RIVERHEAD RD AND KEEP RIGHT TO CONTINUE ON CROSS RIVER DR. TURN RIGHT ONTO W -25 E/MAN ROAD FOR 5 MILES, DESTINATKIN WILL BE ON LEFT. �� I`= - RI�r/� F 4AV-kl I Lj •. ILLDJ ZDEPT dwv SnF . OUT; CLD vwkekm. 5701 SOUTH SANTA FE DRIVE LITTLETON. CO 80120 REV = PER COIWdR Sa Salient MC 32S N. 1 Do' STREET, SUITE 400 LEW ISBURG, PA 17937 T: RD1 56I-003z f.ppf11I1.1$1. allenWt�4IXM yT R IS A VIOIARON OF LAW FOR ANY PERSON. UNLESS THEY ARE ACIRPG MDER THE OIRECIION OF A LICENSED PIIVZV1De+L ENGINEER. TO ALTER 8115 DOCUMENT DRAWN BY: CHECKED 8Y`APPROVED BY JER I CWJ I CW RFDS REV 111: 20210610 -V 0 CONSTRUCTION DOCUMENTS SUBMITTALS REV. DATE DESCRIPTION A 7/27/IR21 HellISQIN B B/IS/2021 REV = PER COIWdR C 8/90/2011 MILER M CdYMS. D ICV01 I9'1 RTSElm ROC O1 NKM E 11/30/2021 REV® Pot COM1e1113 0 aV21/= . ECR 117EAI rk. A &E PROJECT NUMBER NYNYCO2219A DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2219A 7055 MAIN ROAD MATTITUCK, NY 11952 SHEET TITLE TITLE SHEET SHEET NUMBER T -1 i EXISTING CHAIN -LINK FENCE ✓ E %ISTING 12' WIDE CHAIN -LINK GATE /ti r SE E T E EC <9 fif 1+ G�0 OVERALL SITE PLAN DISH Wlreleae LLC. TEMPLATE VERSION 37 - 07/04/2021 NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. 12' 8• 4, 0 10' 20' 3/32- .t• -0' 1 NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. CONTRACTOR SWILL MAINTAIN A 1W -O' MINIMUM SEPARATION BE WMN THE PROPOSED GPS UNIT. TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. .1I /"II 12-6"0 1' 2' 3' 4' 5' 6' 7' 3/B " =1' -0" APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE q11 2022 NOT USED ■© sr 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 s:a Salient AFZHrM=MC 325 N. 1 D01 STREET, SUITE 400 LEWISBURG, PA 17837 T: R01)S6I-00321 i -ifififi hwx�rlknbiuu.w a CJ,�J J, R IS A NOTATION OF LAW FOR ANY PERSON. UNLESS THEY ME AI:rEiG UMDCR THE DIRECTION OF A LICENSED PAID(M100"k . ENGINEER. TO ALTER THIS DOCUMEW. DRAWN BY: CHECKED BY:APPROVED BY, JER CWJ I CW RFDS REV #: 20210610 -V.0 CONSTRUCTION DOCUMENTS SUBMITTALS REVI DATE I DESCRIPTION A 1 7/27/7021 PRELMMAY B 0/13/2m1 Ila?)m P[A Ct4l3DRI5 C 8/70/9021 RE`I® PEA rXNArRA1s 0 10f13/P021 III PER CORA40S E 11/30 /2021 A&M PEA f' 0 2/23/2022 BI P MW q/G A &E PROJECT NUMBER NYNYCO2219A DISH Wireless LLC PROJECT INFORMATION NYNYCO2219A 7055 MAIN ROAD MATTITI NY 11952 SHEET TITLE OVERALL AND ENLARGED SITE PLAN SHEET NUMBER A -1 NOTES 1. CONTRACTOR SHALL FED VERIFY ALL DIMENSIONS, 2, ANTENNA ANA MW DISH SPECIFICATIONS REFER TO ANTENNA SCHEDULE AND TO FINN. COISIRUCTIOII FIFES FOR ALL W DETAILS 3, EXDTTDiC EQUIPMENT AND F04M OMITTED FOR CLAM. PROPOSED ICE BRIDG PROPOSED EQUIPMENT S1EH1 PLA PROPOSED Wlrslam L CPS UNIT APPROVED BY PLANNING BOARD IOWN OF SOUTHOLD aArr>: EXISTING WHIP FIRE DEPARTMENT ANTENNA 767 77 ® 120' -6" AGL PROPOSED NORTH ELEVATION DISH WIrol m LLC. TEMPLATE VERSION 37 - 07/09/2021 MONOPOLE NG ENTRY PORT S' 4- 0 Ev 16' I 1 1/6'=V-0" EXISTING 12 5' DIAMETER MAST 3B' DIA PROPOSED O1SH Wln4ae LLC. FFITEHFiA {FYP. OF O ATTACH MOUNTING 811ACXET TD EXISTING; NTEAg1L ANTENNA MOUK= PIPE LRILIZING )V STAINLESS STEEL STRAPS (TYP.) PROPOSED DISH Wirelm L.L.C. DIPLIXERS (TYP. OF (2) PER SECTOR. (6) TOTAL) MOUNT TO PIPE UTILIZING A' STAINLESS STRAPS 12. 9" G` 3' 0 1, 2' ANTENNA LAYOUT 2 1 ANTENNA MOUNTING 3/4 PROPOSED DISH Wlnlm- ANTENNA LLC. ANTENNA (IYP, OF SECTOR POSITION CONCEALMENT MONOPOLE MANUFACTURER - MODEL TOP EL ® 110' -0" AGL SIZE (H1A1� AZIMUTH EXISTING MAST EXISTING AT &T ANTENNAS, 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF DETAILS. D CENTER 0 105' -0" AGL PROPp$ED NVMBER EXISTING CANISTER ALPHA PROPOSED DISH CENTER Wlrelem LLC. STRAP ALPHA MOUNT DIISTIRC AS$T AIIU II COMMSCOPE FVV- 65B -R3 b LENTTA O 8S' -G' AGL 71.91 50' 115' -O' WVWD LLC. ANILM_A5� BETA ID CENTER O 55 ° -0' AOL PROPOSED MONOPOLE NG ENTRY PORT S' 4- 0 Ev 16' I 1 1/6'=V-0" EXISTING 12 5' DIAMETER MAST 3B' DIA PROPOSED O1SH Wln4ae LLC. FFITEHFiA {FYP. OF O ATTACH MOUNTING 811ACXET TD EXISTING; NTEAg1L ANTENNA MOUK= PIPE LRILIZING )V STAINLESS STEEL STRAPS (TYP.) PROPOSED DISH Wirelm L.L.C. DIPLIXERS (TYP. OF (2) PER SECTOR. (6) TOTAL) MOUNT TO PIPE UTILIZING A' STAINLESS STRAPS 12. 9" G` 3' 0 1, 2' ANTENNA LAYOUT 2 1 ANTENNA MOUNTING 3/4 NO SCALE 1 4 • .F d.sh 5701 SOUTH SANTA FE DRIVE ANTENNA TRANSMISSION CABLE SECTOR POSITION IXISTING OR MANUFACTURER - MODEL TECHNOLOGY SIZE (H1A1� AZIMUTH RAD FEED LINE TYPE 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF DETAILS. PROPp$ED NVMBER N71 ALPHA 2. ANTENNA AND RRH MODELS MAY CHANGE DUE TO EQUIPMENT CENTER AND LENGTH ALPHA A7 PROPOSED COMMSCOPE FVV- 65B -R3 5G 71.91 50' 115' -O' TWELVE (12) 7 /8' COAX CABLES (150' LONG) BETA B1 PROPOSED COMMSCOPE FW- BSB -R3 SG 71.11 x11.01' 170' 65' -0' GAMMA C7 PROPOSED COMMSCOPE FVV- SSB -R3 5G 71.11 11.87' 2W NO SCALE 1 4 • .F d.sh 5701 SOUTH SANTA FE DRIVE RRH NOTES SECTOR ww ' ^ POSITION MANUFACTURER - MODEL TECHNOLOGY eD Ay J. bS /J NUMBER LC L5 7F � 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF DETAILS. H -FRAME FUITISU - TAOB025 -8605 N71 ALPHA 2. ANTENNA AND RRH MODELS MAY CHANGE DUE TO EQUIPMENT H -FRAME FUJITSU - TAOB025 -B604 N70 /1406 DOCUMENTS AVNIABILNY. ALL EQUIPMENT CHANGES MUST BE APPROVED AND REMAIN IN COMPLIANCE WITH THE PROPOSED DESIGN AND STRUCTURAL ANALYSES' REV H -FRAME FILITTSU - TAOB025 -9605 N71 BETA N3INWRY H -FRAME FUJffSU - TAO8025 -8804 N70 /NO6 0 6/20/=1 1�® IFII D0Er1I3D5 H -FRAME FUIITSU - -25-B605 N71 GAMMA 11/30 /3D21 H- FRAME FUJIISU - TA08025 -B604 N7O /N66 mm TRA "JIMIT F13i0 NO SCALE 1 4 • .F d.sh 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 Sa Salient ww ' ^ 325N 10Ur STR[(T, SUITE Ad" LEWISBURG, PA 17837 T: RD13 51-32 F. (2 ) 50 -9556 wxwvlknYSwGlm.mm eD Ay J. bS /J LC L5 7F � ij R IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JER CWJ CW RFDS REV #: 20210610 -V.0 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 7 /Z7/2021 N3INWRY B 8/13/1031 AI ■DI TriY1i11 0 6/20/=1 1�® IFII D0Er1I3D5 D TV16/iDOI JRam AP CDE�l1E E 11/30 /3D21 REVD PER CONEMFS 0 3123/1013 mm TRA "JIMIT F13i0 A &E PROJECT NUMBER NYNYCO2219A DISH Wireless LLC PROJECT INFORMATION NYNYCO2219A 7055 MAIN ROAD MATTITUCK, NY 11952 SHEET TITLE ELEVATION, ANTENNA LAYOUT AND SCHEDULE SHEET NUMBER A -2 APPROVED BY PLANNING BOARD DATE qjj3jjV2_2_ NOTES 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2' OF FILL PER EXISTING SITE SURFACE 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH Wimlam LLC. CONSTRL'CTIOs1 YAARAGER AT LIME OF CONSTRUCTION. ONE SHEET 8'x8' INSTALLED UNDER ALL FOUR FEET OF THE PLATMRN (4 MIL BLACK PLASTIC) 3. EQUIPMENT CABINET OMITTED FOR CLARITY. PLATFORM EQUIPMENT PLAN COMMSCOPE MTC4045LP 5X7 PLATFORM DIMENSIONS (HxWxD) 16'x84 "x60' TOTAL WEIGHT 423 LBS GC T GC TO PROVIDE EXTENDED THREAD FOR PLATFORM ORM F ID REQUIRED HEIGHT EXCEEDS 17' '0 0 N M DISH Wlralma LLC. TEMPLATE VERSION 37 - 07/09/2021 NO SCALE I 1 ELAN PLATFORM DETAIL SIDE — 5' LENGTH BAR GRATING iD EQUIPMENT PLATFORM TYP) FOOTPAD (TY'P) � 12' TYP) SIDF 7' 1 ENGfH BAR GRATING EQUIPMENT �— U FFOOT�PADM (TYP) 1z' NO SCALE 1 3 COMMSCOPE MTC4045HFLD H —FRAME UNISTRUT /SUPPORT RAILS QTY 5 IREaSCR 59.74 lba ED SPACE. FOR FIBER NID• IF RESERVED REQUIRED FOR FIBER{ CPS UNIT IND. IF GPS UNIT Mum H -FRAME 200AMP METER SOCKET H -FRAME PROPOSED DISH Wimlam LLC. " 1' -2' RIGID METAL CONDUIT __ TWIN DIPLEXERS (IYP. OF 6} PROPOSED DISH WInNm LLC. YJ -- - GENERATOR PL 1TO - © PRQP*SEO DI POSED DISH Wimlma LLC. PROPS II .. •+ . • ,� G UNIT u 1 i1 PROPOSED ($TACltfDOF B) ) PROPOSED 09SH Wimba L.L.C. DISH POWER PROTECTIVE CABINET ` PROPOSED DISH NRnlm• PROPOSED DISH Wlrel— LLC. Wlm — LLC. CABINET � L.L.C. POWER � - - - - -- - - - I H -FRAME I1 'rl p PROTECT VE CABINET l PROPOSED DISH W.Ii LLC. PROPOSED DISH 9YI W. II RESERVED SAFETY SWITCH. SPACE tLC. TYAN DRPLflOERS rl ' SPACE RESERVED FOR N1DT1}pNAL (TYp OF (6) STACKED} - FOR DISCONNECT IF REQUIRED. - -_ PROPOSED DISH WIM1m• LLC. iI m DISCONNECT 200AMP METER SOCKET I SNffCH. PROPOSED DISH Wlmlma LLC. a v IF REQUIRED. I PROPDSkb f1L91L°Ti°m TELCO FIBER ENCLOSURE i,, _ —' :;ANSIDN �� PROPO SED DISH Wimlm LLC. "I:. — - - •j i ° °� FIBER NID, IF REQUIRED I - r li EOIRPLIElIT PLATFORM PROPOSED DISH Wlmlma LLC. I - JO] EQUIPMENT PLATFORM °a 1•_7• 2•_5. 3. 17'..17 r 1' -6' a�3ia L PROPOSED DISH Wlr•lam UND I'--`I 'D 1 PROPOSED DISH WTmlma L.L.C. TELCO BOX LLC. RRH (TYP OF (6) BUS BAR 4 MIL WEED BARRIER (TYP) STACKED) NT PLATFORM a rE. EXISTING 4 MIL WEED BA RRIER (TYP) EQUIPMENT PLATFORM FOOTPAD (TYP) EQUIPMENT PLATFORM FOOTPAD (TYP) PLATFORM EQUIPMENT PLAN COMMSCOPE MTC4045LP 5X7 PLATFORM DIMENSIONS (HxWxD) 16'x84 "x60' TOTAL WEIGHT 423 LBS GC T GC TO PROVIDE EXTENDED THREAD FOR PLATFORM ORM F ID REQUIRED HEIGHT EXCEEDS 17' '0 0 N M DISH Wlralma LLC. TEMPLATE VERSION 37 - 07/09/2021 NO SCALE I 1 ELAN PLATFORM DETAIL SIDE — 5' LENGTH BAR GRATING iD EQUIPMENT PLATFORM TYP) FOOTPAD (TY'P) � 12' TYP) SIDF 7' 1 ENGfH BAR GRATING EQUIPMENT �— U FFOOT�PADM (TYP) 1z' NO SCALE 1 3 COMMSCOPE MTC4045HFLD H —FRAME UNISTRUT /SUPPORT RAILS QTY 5 WEIGHT 59.74 lba PIPE CAP WEIDMENT PIPE SUPPORT RAIL GALV. U -BOLTS BASE PLATE SIQE H —FRAME DETAIL PROPOSED DISH I W1.1— LLC. POWER PROTECTIVE CABINET RESERVED SPACE FOR ADDITIONAL DISCONNECT SAFETY SWITCH. IF REQUIRED. NO SCALE 2 NOTE OR DISH Wlralm• LLC. APPROVED EQUIVALENT OD' 1711 TRAM ND SCALE 1 4 y Is h r�. 5701 SOUTH SANTA FE DRIVE LITTLETON. CO 80120 s:a Salient AWHITEM UC 325 N. 10th STREET, SUITE 400 LEWISBURG, PA 17837 T. RR715E/ -— F. R01156T- - Ww.,.r••u : :oa.i��om �q�aaa+ ,ape" R IS A VIOLAAON OF LAW FOR ANY PERSON, UNLESS TNEY ARE A09xN0 UNDM THE DIRECTION OF A LICENSED PROFE;SWK•. ENGINEER, TO ALTER THIS DOCUMENT DRAWN BY: CHECKED BY,APPROVED BY JER I CWJ I CW RFDS REV #: 20210610 -V0 CONSTRUCTION DOCUMENTS SUBMITTALS REVI DATE DESCRIPTION A 7/3:7/'ffi71 PREUIw7N B 5/17/2021 P01 c0E•oR$ C 5/20/2021 iiVWI? P01 00-CM 0 10/15/2021 — PER 001•IX6 E 11/70/2021 IILE® PO7 00W2As 0 2/23/2022 ISM 90 PQ•1T FLPM A &E PROJECT NUMBER NYNYCO2219A DISH Wireless LL C- PROJECT INFORMATION NYNYCO2219A 7055 MAIN ROAD MATTITUCK, NY 11952 SHEET TITLE EQUIPMENT PLATFORM AND H —FRAME DETAILS SHEET NUMBER A -3 ENERSYS HEX CABINET 2000005996 DIMENSIONS (HxWxD): 73'.30'x32' WEIGHT EMPTY: 376 lb. HEATER 800W POWER SYSTEM -46V ALPHA/600A SQUARE D SAFETY SWITCHES D224NRB ENCLOSURE DIM (HxWxD) 29.25'x19.00 x6.50' ENCLOSURE TYPE NEMA 311 RAINPROOF UL LISTED FILE E -2875 SIDE SAFETY SWITCH DETAIL DISH WIF.I... LLC. TEMPLATE VERSION 37 - 07/09/2021 v _ I PJ2N �� r O O 1 SIDE NO SCALE ` 1 ID2 MONT NO SCALE 4 NO SCALE 7 CHARLES CFIT— PF202ODSH1 FIBER TELCO ENCLOSURE ENCLOSURE DIMS (HxWxD) 20 "x20.9' ENCLOSURE WE1G1T 20 lb. MOUNTING WALL COMPLIANCE TYPE 4 mu BACK FIBER TELCO ENCLOSURE DETAIL ZAYO 5RU (LEFT SWING DOOR) FIBER NID ENCLOSURE DIMENSIONS (HxWxD) 7136- WEIGHT 95 lb. FLT sIDE FIBER NID ENCLOSURE DETAIL FRONT F N O SCALE rL O C�] O O Q �0 all FRONT No— 5 NO SCALE 8 EATON METER SOCKET UNRRS213BEUSE METER SOCKET TYPE RING ENCLOSURE DIM (HxWxD) 16'x12 "xe' MAIN AMPERE RATING 2DCA WEIGHT 16 LEIS O O o 0 $IQE F)9CK METER SOCKET DETAIL CHARLES INDUSTRY CUBE— SS4B228LX1 HEIGHT 84.59' WIDTH 32' DEPTH 44.85" TOTAL WEIGHT (EMPTY) T: 2011 S-32 F: 2011567 -9556 :,oa.1� nom FRONT 1� C) �T.r I..J " EQUIPMENT CABINET DETAIL NO SCALE ` 3 ME! T SIDE D o' a O O 0 L) m 0 APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE 1 �3 '2022 r V� NO SCALE I 6 NO SCALE 1 9 A1/ v .*sh 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 s:a Salient ARCHrrEM UC 325 N 1 Dth STREET, SUITE 400 LEWISBURG, PA 17837 T: 2011 S-32 F: 2011567 -9556 :,oa.1� nom EDwwwvlknY t J., 'D1832� ti� R IS A MOIAAON OF CAW FOR ANY PERSON. UNLESS THEY ME ACTING UMDEA THE DIRECTION OF A UCENSED PROVEM50HAL ENGINEER. TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY;APPROVED BY JER I CWJ I CW RFDS REV #: 20210610 -V 0 CONSTRUCTION DOCUMENTS SUBMITTALS REVI DATE I DESCRIPTION A 7/27/7021 PPELY.YRY B 8/13/2021 ffY POI OdMO63 c 8/70/2021 IWIRM PER O0M.NM D 101t A 4I REASED PEA COMODS E 11/30/2021 REV= ROC OOE.AORB 0 2/22112022 11 U = row Y.A10 A &E PROJECT NUMBER NYNYCO2219A DISH Wireless L L C. PROJECT INFORMATION NYNYCO2219A 7055 MAIN ROAD MATTITUCK, NY 11952 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A -4 1 COMMSCOPE WB— K110 —B WAVEGUIDE BRIDGE KIT INCLUDED PRODUCTS: WB -T12 -3 TRAPEZE KR, 3 RUNGS �� _ _ njDWXE PROPOSED WNER rim FAff - {W8 -LART r- I 075 lb. WB- LE112 -3 SUPPORT BRACKET 5701LITTLETON, ICE 1580 3 3GMHz DIMENSIONS (HxL) 180x10' COA80120RIVE (WB- T12 -3) 3' DIA SCH 40 PIPE ;8RE - MF -130 DIRECT BURIAL PIPE FINISH SLOPE SUPPORT BRACKET WEIGHT/ VOLUME 325.0 LEIS CABLE CLAMP COLUMN, 13' -4' TO ORAIN HYBABLE I O 3' -0' D.C. i. (OPTION �A7 aPlF SUPPORT CABLE RUN (QTY) 12 (WB- T12 -3) PROPOSED 1' -6' IAmeAxm r' nu `11 e�i nK-o' o c DING 1 !!, SUPPORT BRACKET BRA A -A A -A HYBAI &Swz (OPTION 'B") �� _ _ :-_. _• ;" DIMENSIONS (DUxH) MM /INCH {W8 -LART r- I 075 lb. CONNECTOR 5701LITTLETON, TRAPEZE KR 1580 3 3GMHz _ COA80120RIVE (WB- T12 -3) 3' DIA SCH 40 PIPE - FR0PO5131 3.5' DIA SUPPORT BRACKET SCH 40 P� CABLE CLAMP (WB- LB12 -3) GALVANF O 3' -0' D.C. TFAPEZE KR 1B' DIA DRIAIIO PIER FQIIrRDAiIOk (WB- T12 -3) PROPOSED 1' -6' DIA CONCRETE PIER (TYP) A -A SECTION UOrAppOLE NOPO s:a 3.5' DIA GALV SCH 40 PIPE (SPACED 3.5' DIA GALV SCH 40 Salient 4' -D' MAX) PIPE (SPACED " -0' 9 (MF -130) MAX) (/LP -130) A FCHm �.uc CONCRETE PIER 325 N.1Ih STREET, SUITE 400 PLAN fEm SiE LEWISBURG, PA 17837 (201) SP-2 F. R01) 50-9SS6 ICE BRIDGE DETAIL NG SCALE TYPICAL ICE. BRIDGE CONCRETE PIER DETAIL NO SCALE Z HYBRID CABLE RUN HO SCALE 3�IMF�M�s� (4 AWG COND 4UCTORS) (B AWG CONDUCTORS) GPS UNIT OBSTRUCTIONS MUST BE BELOW 10' R IS A VIOLATION OF LAW FOR ANY PERSON, 1.41Y UNLESS THEY ME ACTAIO UNWR THE DIRECTION OF A UCENSED PRCrES° K ENGINEER, TO ALTER MIS DOCUMENT. h o 4 DRAWN BY: CHECKED BY,'APPROVED BY- U JER CWJ I CW a RFDS REV #: 20210610 -V 0 o CUI2PSM9PB%)(X CONSTRUCTION MIX (e A" CONDUCTORS) DOCUMENTS CAPS DETAIL No SCALE 4 GPS MINIMUM SKY VIEW REQUIREMENTS No SCALE 5 CABLES UNLIMITED HYBRID CABLE NO SCALE 6 SUBMITTALS MINIMUM BEND RADIUSES - REV DATE DESCRIPTION A 7/n/2C21 prmm WFY 8 8/13/7011 AYNem rsM ONMOM. c 8/10/9011 pow POt 0-mm APPROVED BY D 11/10/1011 �P000M"M E 11/30/1031 AF4SE0 KR L>ai8)MS 0 _Z/F/1D11 MM mM $0W F11M PLANNING BOARD A &E PROJECT NUMBER C NYNYCO2219A TOWNOF $OUTHOLD DISH Wireless LLC. PROJECT INFORMATION DATE 911312-02-2, 7055 MAINZ ROAD j' MATTITUCK, NY 11952 SHEET TITLE `V1 ----� EQUIPMENT DETAILS T SHEET NUMBER A -5 NOT USED NO SCALE 7 NOT USED NO SCALE $ NOT USED NO SCALE 9 DISH Wlrelm L.L.C. TEMPLATE VERSION 37 - 0/0442021 GPSGL —TMGT SPI -40NCB 3OE MINIMUM ANY DIRECTION GPS 175 ,.eo•.ra d. w. 8321 DIMENSIONS (DUxH) MM /INCH B1x184mm 3.2'x7.25' WEIGHT W /ACCESSORIES 075 lb. CONNECTOR N- FEMALE FREQUENCY RANGE 1580 3 3GMHz (4 AWG COND 4UCTORS) (B AWG CONDUCTORS) GPS UNIT OBSTRUCTIONS MUST BE BELOW 10' R IS A VIOLATION OF LAW FOR ANY PERSON, 1.41Y UNLESS THEY ME ACTAIO UNWR THE DIRECTION OF A UCENSED PRCrES° K ENGINEER, TO ALTER MIS DOCUMENT. h o 4 DRAWN BY: CHECKED BY,'APPROVED BY- U JER CWJ I CW a RFDS REV #: 20210610 -V 0 o CUI2PSM9PB%)(X CONSTRUCTION MIX (e A" CONDUCTORS) DOCUMENTS CAPS DETAIL No SCALE 4 GPS MINIMUM SKY VIEW REQUIREMENTS No SCALE 5 CABLES UNLIMITED HYBRID CABLE NO SCALE 6 SUBMITTALS MINIMUM BEND RADIUSES - REV DATE DESCRIPTION A 7/n/2C21 prmm WFY 8 8/13/7011 AYNem rsM ONMOM. c 8/10/9011 pow POt 0-mm APPROVED BY D 11/10/1011 �P000M"M E 11/30/1031 AF4SE0 KR L>ai8)MS 0 _Z/F/1D11 MM mM $0W F11M PLANNING BOARD A &E PROJECT NUMBER C NYNYCO2219A TOWNOF $OUTHOLD DISH Wireless LLC. PROJECT INFORMATION DATE 911312-02-2, 7055 MAINZ ROAD j' MATTITUCK, NY 11952 SHEET TITLE `V1 ----� EQUIPMENT DETAILS T SHEET NUMBER A -5 NOT USED NO SCALE 7 NOT USED NO SCALE $ NOT USED NO SCALE 9 DISH Wlrelm L.L.C. TEMPLATE VERSION 37 - 0/0442021 i RRH DETAIL COMMSCOPE FVV- 658 -R3 FUJITSU DUAL BAND TA08025 -8604 DIMENSIONS (HxWxD) 14.9x15.7.7.8' WEIGHT 63.9 Ibe CONNECTOR TYPE 4.3 -10 RF CONNECTOR POWER SUPPLY DC - 50 - -39V i RRH DETAIL COMMSCOPE FVV- 658 -R3 DIMENSIONS (HxWxD)(MM /IN) 1628400081 71.9'x11.8'.7.1' RF CONNECTOR INTERFACE 4.3 -10 FEMALE WEIGHT 43.8 Ibe WEIGHT WITH BRACKETS 70.9 Ibe ANTENNA DETAIL EEI FPS -AB TRIAD FLUH MOUNT DESCRIPTION PART j - QTY TRIAD -FPS - 1/4" BRACKET ASSEMBLY PART 1 - OTY: 6 TRIAD -AB - 1/4' HRPO G11S4ET ASSEIMBLV PMT 2 - OTY: 6 3/0'x5 -1/2' A36 THREADED ROD PMT 3 - QTY: 6 3/0'1 -1/4' A307 BOLT PMT 4 - QTY: 6 3/8" HEX NUT PMT 5 - QTY: 6 3/0- FLAT WASHER PMT 6 - QTY: 6 3/8' LOCK WASHER PMT 7 - QT: 6 TOTAL WEIGHT t8 Ibe NOTE OR DISH Wlrele•e LLC. APPROVED EQUIVALENT MAST MOUNT DETAIL DISH Wlreleee LLC. TEMPLATE VERSION 37 - 07/09/2021 lllllll [Ill IIIIIIII I]] I I111Ip I If IIIIIIIII 9.1E nil q�fiill . ...... . .... 13Il1111fllkffl m, arm tl[I I f I ]Illiifl1111111tl1�llllllllllll� NO SCALE RRH DETAIL >� 'ASR OV r ED B WNG BOARDS © QF SOUTHOLD� f I E3 NO SDALE 4 I NO SCALE I 7 RAYCAP STEALTH SMOOTH MULTI -PART FUJITSU TRIPLE BAND TA08025 -8605 DIMENSIONS (HxWxD) 14.9 'x15.7.9' WEIGHT 74.95 lb. CONNECTOR TYPE 4.3 -10 RF CONNECTOR POWER SUPPLY DC - 58 - -39V nil q�fiill . ...... . .... 13Il1111fllkffl m, arm tl[I I f I ]Illiifl1111111tl1�llllllllllll� NO SCALE RRH DETAIL >� 'ASR OV r ED B WNG BOARDS © QF SOUTHOLD� f I E3 NO SDALE 4 I NO SCALE I 7 RAYCAP STEALTH SMOOTH MULTI -PART RADOME OUTSIDE DIAMETERS 24' -60' DIA APPROX. MATERIAL THICKNESS 3/16' MAX. HEIGHT 12' -0' CONNECTION DOLTS OR STRAPS BOLT O { y 0 RAYCAP RDIDC - 9181 -PF -48 DC SURGE PROTECTION (OVP) DIMENSIONS (HxWxD) 16'14'0' WEIGHT 21.65 LEIS ELM ME 95CIL NO scALE 2 SURGE SUPPRESSION DETAIL (OVP) M04 MOUNTING BRACKET HPA- 33R- BUU -H4 -K WIDTH 5- DEPTH 2" HEIGHT B' TOTAL WEIGHT 1.5 Ibe HOUSING MATERIAL ASA/ABS /ALUMINUM RADOME COLOR LIGHT GRAY CONNECTOR 1.6 -PIN DAISY CHAIN NOTE OR DISH WI.I— LLC. APPROVED EQUIVALENT NO SCALE 5 EL6H ISOMETRIC RADOME CANISTER DETAIL I NO SCALE 1 8 SABRE DOUBLE Z- BRACKET C10123155 DIMENSIONS (HxWxD) (1 BRACKET) 5'.20'1- 13/16' WEIGHT (FULL ASSEMBLY) 35.79 Ibe PACKAGE QUANTITY 4 NOTE: OR DISH Wlreleee LLC APPROVED EQUIVALENT NO SCALE 1 3 1 MOUNTING BRACKET ANTENNA MOUNTING BRACKET MOUNTING PIPE NO SCALE 1 6 NO SCALE I 9 d111110 .*.sh.. DESCRIPTION T Sa 2 z: 1 3 Y 1 2 xs NOTE: OR DISH Wlreleee LLC APPROVED EQUIVALENT NO SCALE 1 3 1 MOUNTING BRACKET ANTENNA MOUNTING BRACKET MOUNTING PIPE NO SCALE 1 6 NO SCALE I 9 d111110 .*.sh.. 5701 SOUTH SANTA FE DRIVE LITTLETON. CO 80120 Sa Salient ARCHrrEM UC 325 N- 1 ft STREET, SUITE 400 LEWISBURG, PA 17837 T: ROl 1 56!-0032 F. 201156] -9536 xxwsellemessodeles com A� .0 A- R IS A MOUTION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER 7HI5 DOCUMENT. DRAWN BY: CHECKED BY APPROVED BY JER CWJ I CW RFDS REV #: 20210610 -V0 CONSTRUCTION DOCUMENTS SUBMITTALS REV I DATE DESCRIPTION A 7 /27 /=l PPE1lIWlfY B q,Sf)D3I 16� ma O%-.4 S c 5/20/2021 IUD otle OWAO 07 D 10/15/2021 IYA dir9DR E 11/W /2D21 fRN® PEA C01•F1i15 0 2/0/20ffi es11m I'll 10"" "U 0 A &E PROJECT NUMBER NYNYCO2219A DISH Wireless LLC PROJECT INFORMATION NYNYCO2219A 7055 MAIN ROAD MATTITUCK, NY 11952 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A -6 NOTES I DC POWER WIRING SHALL BE DOLOR CODED AT EACH END FOR IDENTIFYING +24V AND -48V CONDUCTORS. RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY -48V. 1. n!N1 OTOR�SHALL RELODVERIIPI ALL PROPOSED qOUfm FDA CLARIFY. UTILITY ROUTE PLAN ! 4 DISH Wireless L.L.C. TEMPLATE VERSION 37 - 07/09/2021 1. CONTRACTOR SHAH INS$W THE EXISTING CONDITIONS PR1OR 10 SUBMITTING A BID, ANY QUESTIONS ARISING DURING YH6 BID PERIOD N REGAMS TO THE CONTRACTOR'S FUNCRM. THE SCOPE OF WORK, OR ANY OTHER 15311E RELATED TG THIS PROJECT SHALL BE BROUGHT UP OURNG THE BID PERIOD WITH 137E PROJECT MANAGER TOR CLARIFICATION, NOT AFTER THE CQNFRILT HAS BEEN AWARDED. 2. ALL ELECITBCAt WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL STATE AND LOCAL ODOM LAWS. AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. 4. CONDUIT ROUGH -IN SHALL BE COORDINATED W'1TII THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED, S. CONTRACTOR SHALL PROVIDE ALL BREAKERS. CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. B. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUFP0ETI5 FOR ALL D UkE ASSEMBIJ-=, INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SP[OeTRi.A31Qh5 AND RECOMMENDATIONS. 8. ALA. DISCONNECTS AND CONTROLLING DEVICES SKULL BE PROVIDED WITH ENGRAVED PHENOLIC KAMLPLA1ES IK.DICATINC EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD U CATIONS VIED FROM. 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPSCinCATIONS AND NEC 250. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BIDXES, PULL BOXES, AND ALL DISCONNECT SWITCHES. AND EQUIPMENT CABINETS. 10. ALL NEW MATERIAL SHALL HAVE A U.L LABEL 11. PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST-CONSTRUCTION EQUIPMENT. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR AS -BUILT PANEL SCHEDULE AND SITE DRAWINGS. 13. ALL TRENCHES IN COMPOUND TO BE HAND DUG APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE IJ� 13110z2 N 1/V NO SCALE I 2 d%*wsh. 5701 SOUTH SANTA FE DRIVE LITTLETON. CO 80120 Sa Salient ARCHITEM TIC 325 N 10th STREET, SUITE 400 LEWISBURG, PA 17837 T. (2011 S6r 2 F. (201) 50 -9555 xvwyllmd,sodela.lom 'L�$I~i� �firCT �� 1a ,I, k• 'Si, +1C' Q R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTNG "MR THE DIRECTION OF A LICENSED PRQMS*Kq ENGINEER. TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY' 4PPROVED BY. JER I CWJ I CW RFDS REV N: 2021061 0 -V.0 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE I DESCRIPTION A 7/Z7/2021 P4mNIVIBY B 8/13/2021 REVISED PER COMMIDITS C 5/20 /X41 REVISED PER COIYMS D 10/15/3025 WWY POI CMMWU E 11/30 /2021 Wtom PEA P?e1401 0 Z/23/2022 ISSUED FOR PELT FILM A &E PROJECT NUMBER NYNYCO2219A DISH Wireless L L.0 PROJECT INFORMATION NYNYCO2219A 7055 MAIN ROAD MATTITUCK, NY 11952 SHEET TITLE ELECTRICAL /FIBER ROUTE PLAN AND NOTES F7H�E-i NUMBER CARLON EXPANSION FITTINGS COUPLING END MALE TERMINAL ADAPTFREND , 512E STD CTN O TRAVEL LEAVEN E945D E945DX 1/2' 20 4' E94SE E945EX 3/4' 15 4' E945F E945FX 1' 10 4' E945G E945GX 1 1/4' 5 4' E945H E945HX 1 1/2' 5 4' E945J E945IX 2' 15 B' E945K E945KX 2 1/2' 10 B' E945L E945LX 3' 10 B' E945M E945MX 3 1/2' 5 B' E945N E945NX 4" 5 B" E945P E945PX 5' 1 B' E945R E945RX B' 1 B' VARIES PER BACKFlLL PFR SIZE PART NUMBER s:a FIBER LATERAL FROM RIGHT WORK SPECIFIGTIONS TELCO FIBER ENCLOSURE LEWISBURG, PA 17837 (SEE GENERAL NOS) SUP JOINT ,R - SLOPE TO SUIT SOIL R .I SAND BEDDING PER SITE 1 -1/2' POWER FROM CA9RIET PART NUMBER) NOTE: CONTRACTOR TO INSTALL EXPANSION FRNNG SUP JOINT AT METER CENTER CONDUIT TERMINATION, AS PER LOCAL UITLTIY POLICY. ORDINANCE AND /OR SPECIFIED REQUIREMENT 1 NO SCALE I "I TRENCHING NOTES 1. CONTRACTOR SHALL RESTORE THE TRENCH TO ITS ORIGINAL CONDITIONS BY EITHER SEEDING OR SODDING GRASS AREAS, OR REPLACING ASPHALT OR CONCRETE AREAS TO ITS ORIGINAL CROSS SECTION. 2. TRENCHING SAFETY., INCLUDING, BUT NOT LIMITED TO SOIL CLASSIFICATION, SLOPING. AND SHORING, SHALL BE GOVERNED BY THE CURRENT OSHA TRENCHING AND EXCAVATION SAFETY STANDARDS. 3. ALL CONDUITS SHALL BE INSTALLED IN COMPLIANCE WITH THE CURRENT RATIONAL ELECTRIC CODE (NEC) OR AS REQUIRED BY THE LOCAL JURISDICTION, WHICHEVER IS THE MOST STRINGENT. f BACKFlLL PFR SIZE DISH Wirelew LLC.. Q 0 DISS RIB%eON ANECL FIBER PROVIDES 12AWO WIRE (W TAIL) - PROPOSED DISH Wheless L.L.C. s:a FIBER LATERAL FROM RIGHT WORK SPECIFIGTIONS TELCO FIBER ENCLOSURE LEWISBURG, PA 17837 (SEE GENERAL NOS) DISH Wirolees C. FIBER ,R - SLOPE TO SUIT SOIL CONDITION IN ACCORDANCE SAND BEDDING PER SITE 1 -1/2' POWER FROM CA9RIET WITH ' R' ULARONS SEE TRENCHING NOTE 2 PROPOSED ObN Wlrobes - PROPOSED DISH Wlroleee L.L.C. - 0 s:a FIBER LATERAL FROM RIGHT USUJTT WARHINO TAPE 12 AWG 'WIRE LEWISBURG, PA 17837 T: (291) 5 V! 2 F. QD1156r -9555 DISH Wirolees C. FIBER ,R PROPOSED DISH Wileleq LLC, WILL N® TO PROVIDE AN SAND BEDDING PER SITE 1 -1/2' POWER FROM CA9RIET UNLESS THEY ARE ACING UNDER ME DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER MI5 DOCUMENT. PROPOSED DISH Wlroleee L.L.C. JUMPER TO CABINET WILL WORK SPECIFICATIONS DISH Wlrol— LLC. INSTALLS CWJ ADDITIONAL 5FT UNISTRUT, 2 U -BOLTS WITH 4 NUTS, 1 -1/2' FIBER TO CABINET CONSTRUCTION 1 -1/2' CONDUITS FOR POWER UNISTRUT REV NEED TO BE TERMINATED BY FIBER PROVIDER ON OTHER DESCRIPTION AND FIBER TO CABINET 1°o.T NEIJIANYJN B PROPOSED DISH Wlrsl— L.L.C. 1PDISTRIBUIION RNM PER OOMEN(S No SCALE 2 DARK TELCO EIGX — INTERIOR WIRING LAYOUT SIDE OF BULKHEAD /LC TO LC CONNECTOR WHERE CIRCUIT IS TERMINATED. 3 S R I I1/2e/2D21 2GT eIiIAEN15 BRIEWER 2/2]10#3 I EfiS1� TTR 14ERf GIMP c:3 ASIE PROJECT NUMBER NYNYCO2219A DISH Wireless LLC. ,, • NYNYCO2219A 7055 MAIN ROAD MATTITUCK, NY 11952 SPACING BELOW ELECTRICAL DETAILS 9L PROPOSED FIBER PROVX7t3G IN IN our PROPOSED FIBER PROVIDER �J3C�l:T��T1,1EI�,T?3�E1�1:[ 2ii.7 X:ld `.>lE1� NO SCALE 1 7 DISH Wireless L.L.C. TEMPLATE VERSION 37 - 07/09/2021 NO SCALE 8 +� APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE 1 j-3 2-2- C NO SCALE g d.*sh PROPOSED DISH Wlroleee L.L.C. - 0 s:a FIBER LATERAL FROM RIGHT USUJTT WARHINO TAPE 12 AWG 'WIRE LEWISBURG, PA 17837 T: (291) 5 V! 2 F. QD1156r -9555 T WAY TO STREET, TERMINATED TO FOP E PROPOSED DISH Wileleq LLC, WILL N® TO PROVIDE AN SAND BEDDING PER SITE 1 -1/2' POWER FROM CA9RIET UNLESS THEY ARE ACING UNDER ME DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER MI5 DOCUMENT. PROPOSED DISH Wlroleee L.L.C. PROPOSED DISH Wlrelerrs L.L.C. WORK SPECIFICATIONS DISH Wlrol— LLC. INSTALLS CWJ ADDITIONAL 5FT UNISTRUT, 2 U -BOLTS WITH 4 NUTS, 1 -1/2' FIBER TO CABINET CONSTRUCTION 1 -1/2' CONDUITS FOR POWER UNISTRUT REV PROPOSED DISH Wirolese L.L.C. DESCRIPTION AND FIBER TO CABINET 2" CONDUIT FROM COMMERCIAL NEIJIANYJN B FIBER VAULT RNM PER OOMEN(S No SCALE 2 DARK TELCO EIGX — INTERIOR WIRING LAYOUT r NO SCALE 3 NO SCALE 1 7 DISH Wireless L.L.C. TEMPLATE VERSION 37 - 07/09/2021 NO SCALE 8 +� APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE 1 j-3 2-2- C NO SCALE g d.*sh 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 s:a Salient NOTE: Fl BER PROVIDER 325 N 1 Drh STREET, SUITE 400 LEWISBURG, PA 17837 T: (291) 5 V! 2 F. QD1156r -9555 PROPOSED WILL N® TO PROVIDE AN R 15 A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACING UNDER ME DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER MI5 DOCUMENT. PROPOSED DISH Wlroleee L.L.C. OHECKED BY:APPROVED HIDNID. IF CURED JER I CWJ ADDITIONAL 5FT UNISTRUT, 2 U -BOLTS WITH 4 NUTS, RFDS REV #: 20210610 -V0 CONSTRUCTION DOCUMENTS UNISTRUT REV DATE DESCRIPTION A IN THE EVENT THE NEIJIANYJN B �113f'JCi.r RNM PER OOMEN(S 1� (Eir rAyelDRs Cs/w/2mt 0 BRACKET SPACING DOESN T sQRTe Ppr geHOlfs E I I1/2e/2D21 2GT eIiIAEN15 0 2/2]10#3 I EfiS1� TTR 14ERf GIMP LINE UP WITH CURRENT ASIE PROJECT NUMBER NYNYCO2219A DISH Wireless LLC. PROJECT INFORMATION NYNYCO2219A 7055 MAIN ROAD MATTITUCK, NY 11952 SPACING BELOW ELECTRICAL DETAILS SHEET NUMBER PROPOSED FIBER PROVX7t3G IN IN our 1 -1/4' FUDJ COHOUGS FIBER PROVIDER TO TERMINATE FIBER PROVIDER TO PUNCH TOP OF POWER TO FIBER PROVIDER NRI TELCO BOX GF NID ENCLOSURE MD PROPOSED DISH WlroNse LLC. INSTALL 1 -1/4' LIQUID TIGHT 12 AWG WIRE (B' TAIL) CONNECTORS, UL LISTED. NYLON MATERIAL. WITH 0 -RING GASKET FIBER PROVIDER TO INSTALL 1 -1/4' FLEX CONDUITS BETWEEN PROPOSED DISH Wirokn LLC, 16 AMR D151R1BUITON BREAKER FDP TELCO BOX k NIO PROPOSED DISH Wlroba LLC. TELCO FIBER ENCLOSURE PROPOSIEE1 DISH Wlrolaae L.L.C. 72 Ate, WERE DISH Wlron LLC. PROPOSED b A 1 -1/2" FIBER TO CABINET ■ C. PROPOSED DISH Wlrelaa L.L.C. q R OPOSED DISH WlrW— L.L.C. 1 -1/2• POWER FROM CABNET 2' CONDUIT FROM COMMERCIAL FIBER VAULT LIT TELCO SOX — INTERIOR WIRING LAYC0 (OPTIQNALI I NG STALE 4 NOT USED No scale 5 NOT USED NO SCALE 6 NO SCALE 1 7 DISH Wireless L.L.C. TEMPLATE VERSION 37 - 07/09/2021 NO SCALE 8 +� APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE 1 j-3 2-2- C NO SCALE g d.*sh 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 s:a Salient ARCHMM IM 325 N 1 Drh STREET, SUITE 400 LEWISBURG, PA 17837 T: (291) 5 V! 2 F. QD1156r -9555 R 15 A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACING UNDER ME DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER MI5 DOCUMENT. DRAWN BY: OHECKED BY:APPROVED BY: JER I CWJ I CW RFDS REV #: 20210610 -V0 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 7 /Tl/P03t NEIJIANYJN B �113f'JCi.r RNM PER OOMEN(S 1� (Eir rAyelDRs Cs/w/2mt 0 1q /1S /7011 sQRTe Ppr geHOlfs E I I1/2e/2D21 2GT eIiIAEN15 0 2/2]10#3 I EfiS1� TTR 14ERf GIMP ASIE PROJECT NUMBER NYNYCO2219A DISH Wireless LLC. PROJECT INFORMATION NYNYCO2219A 7055 MAIN ROAD MATTITUCK, NY 11952 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E -2 (3) 3/ WITH /6 GROUND IN 3' SON 40 CONDUIT TO UTILITY COMPANY CONTRACTOR TO REFER TO FINAL VDUTY DESIGN DETAILS 1411.7i-i4 SIWtED GROUND WIRE PROPOSED 2 110. 1 #10 CU GND. PROPOSED POWER PROTECIT E CABINET (3) PROPOSED 120/24OV, 1 PH, SERVICE RATED, M.. , � OVERALL UL USTED POWER +420/246 VAC 1PH N3R, 95K /10K AIC ELICKUP AWN BREAKER WITH CENERATOR 200A 2000 INTERLOCKED GENERATOR CAMUx1K )'' FEED, 200A 65K NC GEN PLUG R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ME Aa� THE DIRECTION OF A UCENSED ENGINEER, TO ALTER THIS DOCUMENT. N i FOR RECTIFIERS 3 & 4 SURGE S DEVICE 100KA SADAM JER I 1411.7i-i4 SIWtED GROUND WIRE PROPOSED 2 110. 1 #10 CU GND. � CH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 105-C, BOOV, AND PVC INSULATED, IN INC 542ES SHOWN IN THE ONE —UNE DIAGRAM. CONTRACTOR MAY SUBSTITUTE UL1015 WIRE FOR THWN -2 FOR CONVENIENCE OUTLET BRANCH CIRCUTr. RPCIHTgC REOUZZL (2) 405, 2P BREWER — SQUARE D P /N:00240 1) 2OA6 2P BREWER — SQUARE D P/N:00220 1) 20A, 1P BREAKER — SQUARE D P/N:00120 ENERSYS HEX CABINET (3) PROPOSED Sa 0.75' FAIT CONCEITS AWHITEM 1 C 325 N 10th STREET, SUITE 4DO LEWISBURG, PA 17637 T. I2m1 Sel-0P32 F. ROU %T -9556 xwxs.IlenpuoMes.com RijC•y ��[�f~Ll FOR RECTIFIERS 1 & 2 31� JrT O R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ME Aa� THE DIRECTION OF A UCENSED ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: •CHECKED i FOR RECTIFIERS 3 & 4 APPROVED BY JER I CWJ I CW i FOR RECTIFIER 5 CONSTRUCTION (1) PROPOSED SUBMITTALS 0.5' ENT CONDUIT DATE I DESCRIPTION A 1 7/2W /2141 FOR CONVENIENCE OUTLET � CH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 105-C, BOOV, AND PVC INSULATED, IN INC 542ES SHOWN IN THE ONE —UNE DIAGRAM. CONTRACTOR MAY SUBSTITUTE UL1015 WIRE FOR THWN -2 FOR CONVENIENCE OUTLET BRANCH CIRCUTr. RPCIHTgC REOUZZL (2) 405, 2P BREWER — SQUARE D P /N:00240 1) 2OA6 2P BREWER — SQUARE D P/N:00220 1) 20A, 1P BREAKER — SQUARE D P/N:00120 DISH Whelan L.L.C. TEMPLATE VERSION 37 - 07/09/2021 NOTES THE ENGINEER OF RECORD NOS PERFORMED ALI. REQUIRED SNORT CIRCUIT CALCULATIONS AND THE AX: RAMKS FOR EACH DEVICE IS ADEQUATE TO PROTECT THE EQUIPMENT AND INC ELECTRICAL SYSTEM. THE ENGINEER OF MCIRD NA5 PCRfMSD ALL REQUIRED VDLTAASE DROP CALCULATIONS AND ALL BRANCH CBT W AND FEEDERS COMPLY WITH THE NEC (USREO ON 1-1) ARTICLE 21D.19(A)(1) FPN NO, 4. CONDUIT SIZING: AT 4OX FILL PER NEC CHAFFER 9. TABLE 4, ARTICLE 356. 0.5' CONDUIT - 0.12.2 SO. IN AREA. 0.73• CONDUIT - 0.213 SQ. IM AREA 2.01 CONDUIT - 12116 SO. 1N AREA 3.W CONDUIT -2.907 S0. N AREA CABINET CONVEFAEMGE OUTLET CONDUCTORS (1 CONDUIT): USNIG THAN -2. CU. /IO -0.0211 SO.NX2- 0.0422 SO. IN 110 - 0.0211 S0. 0W X 1 0 -0211 S0. IN tOROUND TOTAL D.OB33 SO. IN RS' EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL Of (3) WIRES. INCWDR4G GROUND WARE« AS NWGTFD ABOVE. RECTIFIER CONDUCTORS (3 CONDUITS): USING ULIO15, CU. /B - 0.0552 SO- IN X 2 - 0.1105 SO. IN %6 - 0.0131 SO. IN X I - M0131 $0. IN cWE GROUND TOTAL .. 0.1234 SQ. N 0.73- PFTT CWDUTr IS ADEQUATE TO HAI4UlE THE TOTAL OF (3) WIRES, INCLUDING GROUND WIRE AS INDICATED ABOVE. PPC FEED CCHDUW"TORS (I CONDUIT): USING THWN, CU. 3/0 - 0.2670 SO. N X 3 . 0,6037 SO. kf /6 - 0.0507 SO, N X 1 + 0.4507 % N <4muHO TOTAL 0.55+4 SO. IN 3-0' SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (4) WIRES, INCLUDING GROUND WIRI; AS INDICATED ABOVE. PPC ONE -LINE DIAGRAM I ND SCALE 1 1 NO SCALE 2 APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE NO SCALE 3 v d.*sh 5701 SOUTH SANTA FE DRIVE LITTLETON. CO 80120 Sa Salient AWHITEM 1 C 325 N 10th STREET, SUITE 4DO LEWISBURG, PA 17637 T. I2m1 Sel-0P32 F. ROU %T -9556 xwxs.IlenpuoMes.com RijC•y ��[�f~Ll 31� JrT O R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ME Aa� THE DIRECTION OF A UCENSED ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: •CHECKED BY: APPROVED BY JER I CWJ I CW RFDS REV #: 20210610 -V0 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE I DESCRIPTION A 1 7/2W /2141 1 PNUMNRTW B 1/13/90111 pEMXI P[!1 Lb1AOD3 C L/mjm, RENgO Pot DDMIENIS D 10/16 /2071 IR1A:4TD TM ONAMN IN E 11/30/9011 AEYDLD PG NIAeTIt3 0 2/23/2077 IS$VTO ITLO POMU "ONG NONE NYNYCO2219A DISH Wireless L L.0 PROJECT INFORMATION NYNYCO2219A 7055 MAIN ROAD MATTITUCK, NY 11952 SHEET TITLE ELECTRICAL ONE -LINE, FAULT CALCS & PANEL SCHEDULE SHEET NUMBER E -3 DISH Whelan L.L.C. TEMPLATE VERSION 37 - 07/09/2021 NOTES THE ENGINEER OF RECORD NOS PERFORMED ALI. REQUIRED SNORT CIRCUIT CALCULATIONS AND THE AX: RAMKS FOR EACH DEVICE IS ADEQUATE TO PROTECT THE EQUIPMENT AND INC ELECTRICAL SYSTEM. THE ENGINEER OF MCIRD NA5 PCRfMSD ALL REQUIRED VDLTAASE DROP CALCULATIONS AND ALL BRANCH CBT W AND FEEDERS COMPLY WITH THE NEC (USREO ON 1-1) ARTICLE 21D.19(A)(1) FPN NO, 4. CONDUIT SIZING: AT 4OX FILL PER NEC CHAFFER 9. TABLE 4, ARTICLE 356. 0.5' CONDUIT - 0.12.2 SO. IN AREA. 0.73• CONDUIT - 0.213 SQ. IM AREA 2.01 CONDUIT - 12116 SO. 1N AREA 3.W CONDUIT -2.907 S0. N AREA CABINET CONVEFAEMGE OUTLET CONDUCTORS (1 CONDUIT): USNIG THAN -2. CU. /IO -0.0211 SO.NX2- 0.0422 SO. IN 110 - 0.0211 S0. 0W X 1 0 -0211 S0. IN tOROUND TOTAL D.OB33 SO. IN RS' EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL Of (3) WIRES. INCWDR4G GROUND WARE« AS NWGTFD ABOVE. RECTIFIER CONDUCTORS (3 CONDUITS): USING ULIO15, CU. /B - 0.0552 SO- IN X 2 - 0.1105 SO. IN %6 - 0.0131 SO. IN X I - M0131 $0. IN cWE GROUND TOTAL .. 0.1234 SQ. N 0.73- PFTT CWDUTr IS ADEQUATE TO HAI4UlE THE TOTAL OF (3) WIRES, INCLUDING GROUND WIRE AS INDICATED ABOVE. PPC FEED CCHDUW"TORS (I CONDUIT): USING THWN, CU. 3/0 - 0.2670 SO. N X 3 . 0,6037 SO. kf /6 - 0.0507 SO, N X 1 + 0.4507 % N <4muHO TOTAL 0.55+4 SO. IN 3-0' SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (4) WIRES, INCLUDING GROUND WIRI; AS INDICATED ABOVE. PPC ONE -LINE DIAGRAM I ND SCALE 1 1 NO SCALE 2 APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE NO SCALE 3 v d.*sh 5701 SOUTH SANTA FE DRIVE LITTLETON. CO 80120 Sa Salient AWHITEM 1 C 325 N 10th STREET, SUITE 4DO LEWISBURG, PA 17637 T. I2m1 Sel-0P32 F. ROU %T -9556 xwxs.IlenpuoMes.com RijC•y ��[�f~Ll 31� JrT O R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ME Aa� THE DIRECTION OF A UCENSED ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: •CHECKED BY: APPROVED BY JER I CWJ I CW RFDS REV #: 20210610 -V0 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE I DESCRIPTION A 1 7/2W /2141 1 PNUMNRTW B 1/13/90111 pEMXI P[!1 Lb1AOD3 C L/mjm, RENgO Pot DDMIENIS D 10/16 /2071 IR1A:4TD TM ONAMN IN E 11/30/9011 AEYDLD PG NIAeTIt3 0 2/23/2077 IS$VTO ITLO POMU "ONG A &E PROJECT NUMBER NYNYCO2219A DISH Wireless L L.0 PROJECT INFORMATION NYNYCO2219A 7055 MAIN ROAD MATTITUCK, NY 11952 SHEET TITLE ELECTRICAL ONE -LINE, FAULT CALCS & PANEL SCHEDULE SHEET NUMBER E -3 APPROVED BY PLANNING BOARD F SOUTHOLD PROPOSED ouw am INSULATORS BULKHEAD ULEEADD (TYP) J PROPOSED 4. 02%1/4- TINNED DATE COPPER GROUND BUSSBAR 91131 TEST WELL EXISTING MAST �•..- PROPOSED MECHANICAL CONNECTION T: 201) S-32 F: 201156) -9SS6 wwwsalknt.ssotlal -com AAA I - - - - -- je AWG STRANDED & INSULATED ANTENNA OW) GROUND BUS BAR aT IS h MOIAIFNI OF LAM `I* M3' P060n, RE UNLOF A DOERSFD PROYFSS10NH O20 ZUKRION BOND PROPOSED EQUIPMENT s I r J GROUND ROD PLATFORM 711 '� I CW ADAPTER SYSTEF[ ClI 4) I PROPOSED STEALTH CANISTER n REV DATE I 3111 HEX OR 7/27/2021 BOND H -FRAME POST TO Q E/r3/2e>Z1 E1?STING TOWER GI III. RING 'IFERO A!ERJL'3') UNI -STRUT C1YP.) I FlWSTER BOLT — I BONPD ICE 1 10/13/2021 O POSTS 70 I I GROUND R1140 B E) 11/30 /2021 1 E3L15iNIG MOTIOf^Otl.E �. I 02 AWG BURIED GROUND ! 3Bylfp TOR PQYi TiE1O I ,� r RING 30- BELOW GRADE) A &E PROJECT NUMBER NYNYCO2219A FLAT WISHE7L PROJECT INFORMATION NYNYCO2219A 7055 MAIN ROAD MATTITUCK, NY 11952 SHEET TITLE GROUNDING PLANS AND NOTES 6'a" GROUND 12 TINNED SOLD IN 1/2- MIN. LIQUID TIGHT CONDUIT BUS BAR d I FROM 24' BELOW GRADE I EXISTING MAST —` TO WITHIN 3- TO 6. OF CAD -WELD TERMINATION —. 1.I A.J . _ I POINT. EXPOSED END OF THE UOUID TIGHT CONDUIT 4 I STAINLESS SIFFi HOSE CLAMP 1+ MUST BE SEALED WITH SILICONE CAULK. (TYP1>�� — N + — — II GROUND BUS BAR I COPPER GREEN INSULATED C-) ��• (TOTAL OF 1) - BOND EQUIPMENT AS REQUIRED BY MANUFACTURER PROPOSED EQUIPMENT GROUND RING TO EXISTING TOWER GROUND RING CTOTAL 2) I TYPICAL EQUIPMENT GROUNDING PLAN I NO SCALE I 1 EXISTING MAST 6 "x2- GROUND BUS BAR —` ROUND MEMBER ADAPTEt STAINLESS S1EF1 HOSE CLAMP BUSS BAR PLAN DISH W1.1— L.L.C. TEMPLATE VERSION 37 - 07/09/2021 NO SCALE I 2 • BULKHEAD ULEEADD (TYP) J K GUND ROD � SaLITTLETON, I EXISTING MAST �•..- PROPOSED MECHANICAL CONNECTION T: 201) S-32 F: 201156) -9SS6 wwwsalknt.ssotlal -com AAA I - - - - -- je AWG STRANDED & INSULATED ANTENNA OW) GROUND BUS BAR aT IS h MOIAIFNI OF LAM `I* M3' P060n, RE UNLOF A DOERSFD PROYFSS10NH O20 ZUKRION ROUND MEMBER s I r J GROUND ROD JER I '� I CW ADAPTER CONSTRUCTION I PROPOSED STEALTH CANISTER n REV DATE I 3111 HEX OR 7/27/2021 PIEILMYRY Q E/r3/2e>Z1 RDASm Pm C018QDR C FlWSTER BOLT ALVISm PER OIMAmm 1 10/13/2021 O E 11/30 /2021 JE.i1307 PER 030MOIM LOCK WASH 2/2]/2022 3Bylfp TOR PQYi TiE1O I A &E PROJECT NUMBER NYNYCO2219A FLAT WISHE7L PROJECT INFORMATION NYNYCO2219A 7055 MAIN ROAD MATTITUCK, NY 11952 SHEET TITLE GROUNDING PLANS AND NOTES 6'a" GROUND G -1 BUS BAR EXISTING MAST —` I I STAINLESS SIFFi HOSE CLAMP 2 AWG STRANDED II GROUND BUS BAR I COPPER GREEN INSULATED C-) ��• (TOTAL OF 1) - I ANTENNA GROUNDING BUSS BAR ELEVATION ELEVATION NO SCALE I 2 • EXOTHERMIC CONNECTION K GUND ROD � SaLITTLETON, Salient I WTJ INSPECTION J ■ MECHANICAL CONNECTION T: 201) S-32 F: 201156) -9SS6 wwwsalknt.ssotlal -com AAA �FtED Q J. - - - - -- je AWG STRANDED & INSULATED GROUND BUS BAR aT IS h MOIAIFNI OF LAM `I* M3' P060n, RE UNLOF A DOERSFD PROYFSS10NH O20 ZUKRION TO ALTER THIS O UQK {Y. — — — j2 AWG SOLD COPPER TINNED I r J GROUND ROD JER I '� I CW A BUSS BAR INSULATOR 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN CGMPUANCE WITH NEC SECTION 250 AND DISH Wlritl— LLC. GROUNDING AND BONDING EM REQUIRENTS AND MANUFACTURER'S SPECIFICATIONS. 3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED. E E R , OA EXTERIOR riM1LSNe mNCr_ y2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW GRW)E OR a NICHES BELOW THE FROST LINE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL OR FDOTING. OB iOWFk GR01IND RING, THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN ANTENNA TOWfk'S LEGS, ANO/DR EERY ANCHORS WHERE SEPARATE SYSTEMS T4AVE BEEN PfN3V1 M FOR THE TONER AND THE 911IIDWG. AT LEAST TWO BONDS SHALL BE MADE BETWEEN THE TONER RING GROUND SYSTEM AND THE BUILDING RING GROUND SYSTEM USING MINIMUM 02 AWG SOLID COPPER CONDUCTORS. C itl I6OR I a�i e, &R-, 12 AWG S{RAN0 GRERI INSULATED COPPER CONDUCTOR EXTENDED AROUND THE O PERIMETER OF THE EQUIPMENT AREA ALL VON- TEIECOMMUNICATIGNS RELATED 610ALJUC OBJECTS FOUND WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH #6 AWG STRANDED GREEN INSULATED CONDUCTOR. O P1T010TIED ELT ML;, AY FOUR POINTS ON THE�IJNTERKM GROUND RIHG.ELOCATED AT THE CORNERS OF THE BUILDING. OE GRQM ROR UL LISTED COPPER CLAD STEEL. MINIMUM 1/2" DIAMETER BY EIGHT FEET LONG. GROUND ROOS SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF GROUND RING CONDUCTOR. OF • POINT OF GROUND REFERENCE FOR ALL COMML NCATIOHS EQUIPMENT FRAMES, ALL BINNPS ARE MADE WITH /2 AWG UNLESS NOTED OTHERWISE STRANDED GRID! INSULATED COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) /2 SOLID TINNED COPPER CONDUCTORS. OF11l .yiTe GROUND TAR. BOND TO THE INTERIOR GROUND RING WITH TWO +2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR& WHEN A HATCH -PLATE AND A CELL RFFEiI GROUND BAR ARE ODD( PRESENT, THE CRGB MUST BE CONNECTED TO THE HATCH -PLATE AND 10 TM INTERIOR GROUND RING USING (2) TWO 02 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH. OH LOCATED AT THE ENTRANCE TO THE CELL SITE BUILDING. BOND TO GROUND TWIG WITH A f2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND INSPECTION SLEEVE OTELCO GROLIND RMt BOND TO BOTH CELL REFERENCE GROUND BAR AND EXTERIOR GROUND RING. O yK.BONODM� THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT RI NOT ISOEATELL FROM THE EQUIPMENTS METAL FR+W EWORK. OINTERIOR UMIT BONDS: METAL FRAMES. CABINETS AND INDIVIDUAL METALLIC UNITS LOCATED WITH THE AREA OF THE INTERIOR GROUND RING REQUIRE A /6 AWG STRANDED GREEN INSULATED COPPER BOND TO THE INTERIOR GROUND RING. L Wig GRI1Lw01N MEfAt FENCES NTHIN 7 FEET OF THE P IEMOR GROUND RING OR OBJECTS BONDED TO TLIE EXTEDOR GROUND RINO SHALL BE BONDED TO THE GROUND RING WITH A 12 AWG SOLD TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALT. BE MADE AT EACH GATE POST AND ACROSS GATE OPENINGS. OFXIRRILIS! UT6T BONDS, MEAWC OBJECTS. EXTERNAL TO OR MOUNTED TO THE BUILDING. SHALL BE BONDED TO THE DTTU40R GROUND RING. USING 02 TINNED SOLID COPPER WIRE ON B:E_I 129 w PI ORIS- EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH 12 AWG BARE TINNED COPPER CONDLICTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED GROUND RING. (D DURING ALL 00 POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS OR ADOITXJNS, URCAXER DISTRIBUTION CHANGES. BATTERY ADDi00NS, BATTETT REPLACEMENTS AND INSTALLATIONS OR CHANGES TO OC CONV£RTEL SYSTEMS R SHALL BE REQUIRED THAT SERVICE CONTRACTORS VERIFY ALL PC POWER SYSTEMS ARE EOUIPPEO WITH A MASTER GC SYSTEk RETURN GROUND CONDUCTOR FROM THE DC POWER SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED N THE CELL SITE REFERENCE GROUND BAR OTOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO PROPOSED ANTENNA MOUNT. REFER TO DISH WI.I— L.L.C. GROUNDING NOTES. GROUNDING KEY NOTES I NO SCALE I 3 %.sh d 0 5701 SOUTH SANTA FE DRIVE CO 80120 SaLITTLETON, Salient /M H u= LL4 325 N. 10th STREET, SUITE 400 LEWISBURG, PA 17837 T: 201) S-32 F: 201156) -9SS6 wwwsalknt.ssotlal -com AAA �FtED Q J. aT IS h MOIAIFNI OF LAM `I* M3' P060n, RE UNLOF A DOERSFD PROYFSS10NH O20 ZUKRION TO ALTER THIS O UQK {Y. DRAWN BY: CHECKED BY:APPROVED BY JER I CWJ I CW RFDS REV #: 20210610 -V.0 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 7/27/2021 PIEILMYRY B E/r3/2e>Z1 RDASm Pm C018QDR C 8/20/2021 ALVISm PER OIMAmm D 10/13/2021 RVY PR OOMMUM E 11/30 /2021 JE.i1307 PER 030MOIM 0 2/2]/2022 3Bylfp TOR PQYi TiE1O A &E PROJECT NUMBER NYNYCO2219A DISH Wireless LLC. PROJECT INFORMATION NYNYCO2219A 7055 MAIN ROAD MATTITUCK, NY 11952 SHEET TITLE GROUNDING PLANS AND NOTES SHEET NUMBER G -1 APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE r PROPOSED CPS UNIT PROPOM !. nqtT Mm 200AMP MLETER SOCKET RESERVED SPACE FOR NNECT SAFETY T IF REQUIRED. TINNED SOLID IN " MIN. LIQUID TIGHT )HOUR FROM 24- W GRADE 70 Wf7111N 0 6' OF CAD -WELD 3MINATION POINT. 'OSED END OF THE JID TIGHT CONDUIT 7 BE SEALED WITH CONE CAULK. M?) 1 r.A u u SIDE ELEVATION NOTES EQUIPMENT CABINET OMITTED FOR CLARITY PROPOSED RRH C" OF (6)) NOT USED 5701 SOUTH SANTA FE DRIVE No SCALE s:a Salient a H —FRAME GROUNDING DETAIL �y No SCALE 4 02 TINNED SOLID IN 1/2- MIN. LIQUID ■1 ■I�M 1 r.A u u SIDE ELEVATION NOTES EQUIPMENT CABINET OMITTED FOR CLARITY PROPOSED RRH C" OF (6)) NOT USED 5701 SOUTH SANTA FE DRIVE No SCALE s:a Salient H —FRAME GROUNDING DETAIL LEWISBURG, PA 17837 T ROl) 5.-U F: () 56/A xvwvlknbssotlele <om No SCALE 4 02 TINNED SOLID IN 1/2- MIN. LIQUID L� yC �2832t �ej4 � a� NOTES R IS A VIOLAPON OF LAW FOR ANY PERSON, UNLESS THEY ARE ACNWO W+OIA THE DIRECTION OF A UCENSED PROF[SYBNAL ENGINEER, TO ALTER THIS DOCUMENT. A CHECKED BY: TIGHT CONDUIT FROM 24- BELOW GRADE JER CWJ I CW RFDS REV jJ: 20210610 -V.0 CABLE "ROUNDING 10' YCAS DOCUMENTS SUBMITTALS REV TO WITHIN 3- TO B- OF CAD —WELD PIPE A 7 /T7/ -1 �M ANT;SiW IS L65 7FLAN 70' FROM t:A81tiET THAN FROM e/1J/1a21 tmv�b FY11 12r. +kiln c TERMINATOR POINT. EXPOSED END OF REVrgn Pot COnEIIR D 10/17/2021 I ImI AE7L 00MOOs E 11/30 /2021 RLMRO r'FJ[ COINRNIb 0 THE LIQUID TIGFIT COMMIT MUST BE /'- ISM PFIXI T7W AlC A &E PROJECT NUMBER NYNYCO2219A DISH Wireless L L C. PROJECT INFORMATION SEN.E9 WTTi SILICONE CAULIL. i 7055 MAIN ROAD MATTITUCK, NY 11952 SHEET TITLE GROUNDING DETAILS SHEET NUMBER G -2 PROPOSED GPS UNIT Il 4 1 I PROPOSED POST t /2 AWG GROUND I 6 � TQ GROUND a 'ED GPS UNIT I I MOUNT Oft APFROVED f Pf -GSW PIPE CLAMPS EQUNALENI I CADWEL PYp) I I I GROUND RING \ I I TIE INTO D(I.NG GROUND RING 0 BASE GONHECDDN / -(\ 1/2- COAX GBLE B- �, ✓ GROUND MINIMUM BENDING RADIUS \ 1 2 CROU T PER C.ANS>: MANUFACTURER'S \ SPECL7'IGTIONS 'PTO GROUND TRANSITIONING GROUND DETAIL NO SCALE 5 TYPICAL GPS UNIT GROUNDING NO SCALE 6 OUTDOOR CABINET GROUNDING No SCALE 7 DISH Wlr.I- L.L.C. TEMPLATE VERSION 37 - 07/09/2021 • d w s h �r 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 60120 s:a Salient 325 N I M STREEr, SUITE 400 LEWISBURG, PA 17837 T ROl) 5.-U F: () 56/A xvwvlknbssotlele <om ,q,q�, L� yC �2832t �ej4 � a� R IS A VIOLAPON OF LAW FOR ANY PERSON, UNLESS THEY ARE ACNWO W+OIA THE DIRECTION OF A UCENSED PROF[SYBNAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY JER CWJ I CW RFDS REV jJ: 20210610 -V.0 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 7 /T7/ -1 �M e e/1J/1a21 tmv�b FY11 12r. +kiln c e/m1/2r91 REVrgn Pot COnEIIR D 10/17/2021 I ImI AE7L 00MOOs E 11/30 /2021 RLMRO r'FJ[ COINRNIb 0 V23/2022 ISM PFIXI T7W AlC A &E PROJECT NUMBER NYNYCO2219A DISH Wireless L L C. PROJECT INFORMATION NYNYCO2219A 7055 MAIN ROAD MATTITUCK, NY 11952 SHEET TITLE GROUNDING DETAILS SHEET NUMBER G -2 1. EXOTHERMIC WELD (2) TWO, /2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC EXTERNAL CLOSED BMRE4 FOR ALL BLACK HEAT CONDUCTOR INSULATION TO TOOTHED EXTERIOR TWO -HGLE SHRB%w UV BUNT LIP AGAINST THE CONNECTORS RATED CONNE4iDR IRAR3R L EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO TOOTHED BARRED., REQUIRED FOR SHRINK BUTT UP AGAINST THE ALL INTERIOR TWO -HOLE CONNECTOR BARREL CONNECTORS � dl.*.sh WELD. 3/8' DIA x1 1/2' 3/8' DIA x1 1/2' 2. ALL EXTERKKt GROUNDING HARDWARE SHALL 9E STAINLESS STC"7s . 3 /B' DIAMETER OR LARGER. ALL HARDWARE 18 -8 STAINLESS STEEL MULVOINC LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. S/S NUT S/S NUT v*vkm. 3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH M ANTI-OXIDANT COMPOUND BEFORE WING' 4. DO NOT INSTALL CABLE GROUNDING KR AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR DOWN TO GROUNDING BUS. S/S EER - -- - - - - - - - - /g LOCK W ASHETL - °'-- - - - - - °- �� 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 5. NUT B: WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON THE BACK SIDE B. ALL GROUNDING PMTS AND EQUIPMENT TO BE SUPPUED AND INSTALLED BY CONTRACTOR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS - - Y7T __ -_ - TINNED COPPER - -- - -- W H FIAT N'' BR ___ ____ -__ W � WASNERT TINNED COPPER MAS FLAT GRWNOINOJBArR 7 ___ _- __ -.-® -+ ls, REQUIRED. 8. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8' OF THE BARREL (NO SHINERS). SIBS 80LT (1 OF 2) 1/1 B' MINIMUM SPACING BOLT (1 OF 2) 1/16' MINIMUM SPACING Salient ARCHIiH.'15, MC 325 N. I "h STREET, SUITE 900 LEWISBURG, PA 17837 1(201) s9T 1. (20) 567 1 mw HIe Mssotl�Ie w TYPICAL GROUNDING NOTES NO SCALE TYPICAL EXTERIOR TWO HOLE LUG NO SCALE 1 TYPICAL INTERIOR TWO HOLE LUG NO sruE 3 12' DIA x DEEP INSPECTION2SLEEVE PVC x, OR SOIL PIPE WITH CAP 3 OR EQUIVALENT NOTE MINIMUM OF 3 THREADS S/S BOLT MP) TO BE VISIBLE (TV) S/S SPLIT WASHER OW) S/S FLAT WASHER (TYP) FINISHED GRADE 1 WN - - T1 L� G2832y �10 mrrz ` //, 2 NIDIE L.OIiC BARREL o 44 EXOTHERA4RC COHNECT*H TINNED SOMA) COPPER LUG (rip) S/S FLAT WASHER (TYP) c3 . R - 3/4' CRUSHED STONE OR 3/4- FILL TEST TONE TO TIN COATED SOLD COPPER E.U. BATE S/S NUT (TYP) CHERRY INSULATOR WITHIN 2' OF TOP OF , GROUNDING LOOP CONDUCTOR 1; R IS A MOUTON OF LAW FOR ANY PERSON. UNLESS THEY ARE AC114G UNQER THE DIRECTION OF A LICENSED PROFE551UNA1 ENGINEER, TO ALTER THIS DOCUMENT. INSTALLED IF REQUIRED �- - -- ' -- -� DRAWN BY: CHECKED BY [4PPROVED BY 02 AWG SOLID TINNED JER CWJ I CW COPPER CONDUCTOR RFDS REV �: 2021061 O -V.0 EXTERIOR GROUND RING GROUND ROD, 1/2' MIN. x B' -0' - LONG COPPER CLAD STEEL (ETICO 1625@80) CONSTRUCTION DOCUMENTS LUG DETAIL NO SCALE 4 NOT USED NO SCALE rj TYPECAL TEST GROUND ROD—MTH INSPECTION SLEEVE NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION A 7/27/1021 PIEL MMY B 0/13/1021 NCl'Ii0 PM S Q 1'' '`°��'"p15 - o to /te /aDZ1 IaTWEO rOL QoEA�¢s APPROVED BY E 11/30/2021 OXY19D M COMMENTS 0 2/y/2= MWED FOR POW FMF M PLANNING BOARD A &E PROJECT NUMBER TOWN OF SOUTHOLD -. - NYNYCO2219A DISH Wireless LLC. PROJECT INFORMATION DATE �� NYNYCO2219A 7055 MAIN ROAD MATTITUCK, NY 11952 ` SHEET TITLE IV! GROUNDING DETAILS ` SHEET NUMBER G -3 NOT USED NO SCALE ] NOT USED NO SCALE 8 NOT USED NO SCALE Q DISH Wlrekm L.L.C. TEMPLATE VERSION 37 - 07/09/2021 DISH WlrW w LLC. TEMPLATE VERSION 37 - 07/09/2021 DISH Wlrelem L.L.C. TEMPLATE VERSION 37 - 07/09/2021 AB ANCHOR BOLT IN INCH EXOTHERMIC CONNECTION i ABV ABOVE INF INTERIOR MECHANICAL CONNECTION ■ AD ALTERNATING CURRENT LB(S) POUND(S) BUSS BAR TNSl1LATOR ADDL ADDITIONAL LF LINEAR FEET y d AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION CHEMICAL ELECTROLYTIC GROUNDING SYSTEM A AFG ABOVE FINISHED GRADE MAS MASONRY .6sh TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM OT AGL ABOVE GROUND LEVEL MAX MAXIMUM EXOTHERMIC WITH INSPECTION SLEEVE AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT - ALUM ALUMINUM ME. MECKANICAL GROUNDING BAR 1�— ALT ALTERNATE MFR MANUFACTURER 5701 SOUTH SANTA RIVE GROUND ROD II� /ART ANTENNA MGB MASTER GROUND BAR LITTLETON, CO B0120 TEST GROUND ROD WITH INSPECTION SLEEVE +MT APPROX APPROXIMATE MIN MINIMUM ARCH ARCHITECTURAL MISC MISCELLANEOUS SINGLE POLE SWITCH $ ATS AUTOMATIC TRANSFER SWITCH WT. METAL AWG AMERICAN WIRE GAUGE MTS MANUAL TRANSFER SWREM DUPLEX RECEPTACLE (M TT 0 BATT BATTY MW MICROWAVE BLDG BUILDING NEC NATIONAL ELECTRIC CODE Sa DUPLEX GFCI RECEPTACLE BLK BLOCK NM NEWTON METERS BLKG BLOCKING NO. NUMBER FLUORESCENT LIGHTING FIXTURE (2) TWO LAMPS 48-,B r - - -� I F E Elm B / NUMBER Salient L - - -J T C BT BARE TINNED COPPER CONDUCTOR NIS NOT TO SCALE SMOKE DETECTION (DC) iM 1 BOF BOTTOM OF FOOTING OC GN- CENTER AWHI IEM RC CAB CABINET OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION 325N 10th STREET, SUITE400 CANT CHARGING ED OPNG OPENING ser EMERGENCY LIGHTING (DC) T:Rokl F: 8011w %51 CHG CHARGING P/C PRECAST CONCRETE "'""iiOenbROd'1°2O1" SECURITY LIGHT W/PHOTDCaI UTHONIA ALXW CLG CEILING PCS PERSONAL COMMUNICATION SERVICES LED- 1-2! /S1K -SR4- 120- PE- DDBTXD AW CUR COL C LEAR COLUMN PoU PRIMARY CONTROL UNIT CHAIN LINK FENCE CH x % x X Comm COMMON PRC PRIMARY RADIO CABINET �. CONC CONCRETE P P POLARIZING PRESERVING WOOD/WROUGHT IRON FENCE WALL STRUCTURE �} fl ❑ O CONSTR CONSTRUCTION PSF PSI POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH APPROVED B Y ray, DBL DOUBLE PIT PRESSURE TREATED r LEASE AREA _ _ ! _ ! f _ _ _ _ DC DIRECT CURRENT PROPERTY LINE (PL) _ _ � _ _ _ _ DEPT DEPARTMENT PWR POWER CABINET PLANNING BOARD OF DOUGLAS FIR QTY QUANTITY SETBACKS _ _ ._ e _ _..._ _ _ _ _ _ - .. _ _ _ ... ,... _ _..- _ _ RAD RADIUS ICE BRIDGE i J .v'I1 .i 1 1 r- DIAG DIAGONAL REF REREFERENCE TOWN OF SOUTHOLD CABLE TRAY : , , /., :.- DIM DIMENSION REINF REINFORCEMENT WATER LINE UNDERGROUND POWER W — UGP W W — W —. W — UGP — UGP — UGP -- UGP — DWG L W DRAWING 0 REO'D RET REQUIRED REMOTE ELECTRIC TILT DATE •3 n 2� OF UW FOR ANY PERSON, R IS A VEY EA EACH RF RADIO FREDUENCY �.v UNDERGROUND TELCO UOT --- UCT -- UGT UCT UGT — EC ELECTRICAL CONDUCTOR RMC RIGID METALLIC CONDUIT MEN UNLESS THEY ARE ACTVG WIe1TA THE USER. OVERHEAD POWER — UF�g1P —'DIY cFrP— EL ElEC ELEVATION ELECTRICAL RRH RE1AOlE RADIO HEM 11 ENGINEER, OF A LICENSED WI DOCUMENT. TO ALTER THIS OOCUMENf. DRAWN BY: CHECKED BY: �4PPROVED BY OVERHEAD TELCO �pNq OFIf DHf IAfT— RRU REMOTE RADIO UNIT EMT ELECTRICAL METALLIC TUBING UNDERGROUND TELCO /POWER — UGT/P — UGT /P — UGT /P — UGT /P — ENG ENGINEER RWY SCH RACEWAY SCHEDULE JER I CWJ I CW ABOVE GROUND POWER — AOP — ACP — ACP — ACP — ACP — ED IXP EQUAL EXPANSION SINT SHEET RFDS REV /: 2021 061 0 -V.0 ABOVE GROUND TELCO — AOi — ACT — ACT — AGf — AGT EXT EXTERIOR SIAD SMART INTEGRATED ACCESS DEVICE ABOVE GROUND TELCO /POWER — AGT/P — AGT /P — ACT/P — ACT/P — EW EACH WAY SIPEC SPECIFICATION CONSTRUCTION W.P. FAB FABRICATION SO SQUARE DOCUMENTS OIN WORKPT FF FINISH FLOOR SECTION REFERENCE X% FG FINISH GRADE 55 STD STAINLESS STEEL STANDARD SUBMITTALS X -X FlF FACILITY INTERFACE FRAME Sn REV DATE DESCRIPTION FIN FINISH(ED) TEMP TEMP TEMPORARY A i/37/L(gl Aa1aINwY FLR FUDDR //w/mx1 DETAIL REFERENCE XX FDN FOUNDATION 7HK TN'A'EX THICKNESS MOUNTED AMPLIFIER c e FE71 Ce+.[An5 FOC FACE OF CONCRETE TN TOE NAIL D to /te /arat IiV6ED Eve celevlli FONT FACE OF MASONRY E tt/]o/ac2t 16Ad>m ►LIT 4AllegFrs TCA TDa OF ANTENNA FOS FACE OF STUD TOC TOP OF CURB c nal� �' frile0 FOW FACE OF WALL TOF TOP OF FOUNDATION FS FINISH SURFACE TOP TOP OF PLATE (PARAPET) A &E PROJECT NUMBER FT FOOT FTG FOOTING TOW TOW TOP OF TOP OF W WALL ALL NYNYCO2219A GA GAUGE TVSS VOLTAGE SURGE SUPPRESSION DISH Wireless L L C PROJECT INFORMATION GEN GENERATOR TTYP TYPICAL GFCI GROUND FAULT CIR CUIT INTERRUPTER OLD GLUE LAMINATED BEAM U G UL UNDERGROUND UNDERWRITERS LABORATORY NYNYCO2219A GLV GALVANIZED LIMO UNLESS NOTED OTHERWISE MAIN ROAD CAPS GLOBAL POSITIONING SYSTEM UMrs UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM MATTITUCK, NY 11952 TTIT cNO GSM GROUND GROUN SYSTEM FOR u08i6E UPS UNTTERRUPITBLE POWER SYSTEM (DC POWER PLWO SHEET TITLE HOG HOT DIPPED GALVANIZED VIF VERIFIED IN FIELD HDR HEADER W WIDE LEGEND AND HGR HANGER W/ WITH ABBREVIATIONS HVM HEAT/VENTILATION /NR CONDITIONING WD WOOD SHEET NUMBER HT HEIGHT WP WEATHERPROOF MGR INTERIOR GROUND RING � WEIGHT GN -1 LEGEND ABBREVIATIONS DISH Wlrelem L.L.C. TEMPLATE VERSION 37 - 07/09/2021 SITE ACTIVITY REQUIREMENTS: 1. NOTICE TO PROCEED - NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEIVING A WRITTEN NOTICE TO PROCEED (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING /ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless L.L.C. AND TOWER OWNER NOC k THE DISH Wireless L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER. "LOOK UP' - DISH Wireless L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND /OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE /BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR DISH Wireless L.L.C. AND DISH Wireless L.L.C. AND TOWER OWNER POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES, BUT IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL REQUIREMENTS. 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI /ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING PLANS SHALL ADHERE TO ANSI /ASSE A10.48 (LATEST EDITION) AND DISH Wireless L.L.C. AND TOWER OWNER STANDARDS, INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH ANSI/TIA -322 (LATEST EDITION). 5. ALL SITE WORK TO COMPLY WITH DISH Wireless L.L.C. AND TOWER OWNER INSTALLATION STANDARDS FOR CONSTRUCTION ACTIVITIES ON DISH Wireless L.L.C. AND TOWER OWNER TOWER SITE AND LATEST VERSION OF ANSI/T1A- 1019 -A -2012 "STANDARD FOR INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS.' 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless LLC. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START OF CONSTRUCTION. 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY PROCEDURES. 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, LATEST APPROVED REVISION. 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND /OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless L.L.C. AND TOWER OWNER, AND /OR LOCAL UTILITIES. 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND /OR PROJECT SPECIFICATIONS. 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS AND RADIOS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. DISH Wlrelow LLC. TEMPLATE VERSION 37 - 07/09/2021 GENERAL T NTES, 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION CARRIER:DISH Wireless L.L.C. TOWER OWNER:TOWER OWNER 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND /OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, FORMWORK, SHORING, ETC. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY. 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND /OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD. 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST IN THE FABRICATION AND /OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND /OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND /OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE. 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN DRAWINGS. 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF DISH Wireless L.L.C. AND TOWER OWNER 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. 0• • " * ■ VA PLANNING BOARD TOWN OF SOUTHOLD DATE qI�"3I%�� dw'* s . 5701 SOUTH SANTA FE DRIVE LITTLETON. CO 80120 Sa Salient ARCHITEMIX 325N 10th STREET, SUITE 400 LEWISBURG, PA 17837 T: Ra1�56i-0P321. DtlV SF! -P556 aiM,w,.wws� > a2a30 U C5 A YRRAT" Or LN FOR Nor PERSON. UNLESS lM,Y ARE ACDND UNOCIP THE DMCCTIOM OF A 31wNSEO PRCFESSWNAL aum m TD ALTER rNls D�clwurt DRAWN BY: CHECKED BY APPROVED BY, JER I CWJ I CW RFDS REV 111: 20210610 -V.0 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION 7/0/7011 PIE1WLVfr B 5/13/20211 Rium PER C0m"m C ■/70/2p1i IEVRD PER Ca1Z15 D 10/15/'JM1 PSNWI PS[ C01■�114 E 11/30/7021 PWAM PIX COW GM 0 2/17/1072 MM FOR PEINT F■1N0 A &E PROJECT NUMBER NYNYCO2219A DISH Wireless L L.C. PROJECT INFORMATION NYNYCO2219A 7055 MAIN ROAD MATTITUCK, NY 11952 SHEET TITLE GENERAL NOTES SHEET NUMBER G N -2 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST -IN -PLACE CONCRETE. 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 psf. 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'C) OF 3000 psl AT 28 DAYS, UNLESS NOTED OTHERWISE. NO MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90'f AT TIME OF PLACEMENT. 4. CONCRETE EXPOSED TO FREEZE -THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A MAXIMUM WATER -TO- CEMENT RATIO (W /C) OF 0.45. 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL SPLICES SHALL BE CLASS 'B' TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: #4 BARS AND SMALLER 40 ksi #5 BARS AND LARGER 50 kei 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3- • CONCRETE EXPOSED TO EARTH OR WEATHER: • #6 BARS AND LARGER 2- • #5 BARS AND SMALLER 1 -1/2- • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: • SLAB AND WALLS 3/4- • BEAMS AND COLUMNS 1 -1/2- 7. A TOOLED EDGE OR A 3/4' CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES /ORDINANCES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE GOVERNING JURISDICTION. 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2- PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT ID'S). 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 8. TIE WRAPS ARE NOT ALLOWED. 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR ( #14 OR LARGER) WITH TYPE THHW, THWN, THWN -2, XHHW, XHHW -2, THW, THW -2, RHW, OR RHW -2 INSULATION UNLESS OTHERWISE SPECIFIED. 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR ( #6 OR LARGER) WITH TYPE THHW, THWN, THWN -2, XHHW, XHHW -2, THW, THW -2, RHW, OR RHW -2 INSULATION UNLESS OTHERWISE SPECIFIED. 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI - CONDUCTOR, TYPE SOOW CORD ( #14 OR LARGER) UNLESS OTHERWISE SPECIFIED. 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI - CONDUCTOR, TYPE TC CABLE ( #14 OR LARGER), WITH TYPE THHW, THWN, THWN -2, XHHW, XHHW -2, THW, THW -2, RHW, OR RHW -2 INSULATION UNLESS OTHERWISE SPECIFIED. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP - STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI /IEEE AND NEC. 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. DISH WDeleea LLC. TEMPLATE VERSION 37 - 07/09/2021 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL -CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS /90s AND ALL APPROVED ABOVE GRADE PVC CONDUIT. 18. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID -TITS FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE. 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI /IEEE AND THE NEC. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS (WIREMOLD SPECMATE WIREWAY). 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON - PERFORATED STRAPS AND HANGERS. EXPLOSIVE DEVICES (i.e. POWDER- ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY - COATED SHEET STEEL SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR EXTERIOR LOCATIONS. 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY- COATED OR NON- CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND /OR DISH Wireless LLC. AND TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW 'DISH Wireless LLC.'. 30. ALL EMPTY /SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE -I 13 11 wn, d V .6sh 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 Sa Salient /WHITEM IIC 325 N. 1 Dlh STREET, SUITE 400 LEWISBURG, PA 17837 T: 201156)-0033 f: 201)561 -955fi wxwsflknYVW,Im.<om jt 4) Q2832� (jQ' a R 15 A VIOLATION OF TAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNOCA THE DIRECTION OF A UCENSED PROFESFA1Nl1 ENGINEER. TO ALTER THIS DOCUMENT DRAWN BY: CHECKED BY APPROVED BY JER CWJ I CW RFDS REV #: 20210610 -V0 CONSTRUCTION DOCUMENTS SUBMITTALS DESCRIPTION 7/27/2021 PRDMNIARY e/13/m41 RF,190 m fDATE e/W/2D21 IeWR7r0 PAL mIrC1P3 10/13/2021 REV PER COMUDITS 11/30 /2021 KNSYA M OVACO2 2/2!/2072 6113!0 M POW MM A &E PROJECT NUMBER NYNYCO2219A DISH Wireless L-LC PROJECT INFORMATION NYNYCO2219A 7055 MAIN ROAD MATTITUCK, NY 11952 SHEET TITLE GENERAL NOTES SHEET NUMBER GN -3 GROUNDING NOTES: 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GES'S) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. THE CONTRACTOR SHALL PERFORM IEEE FALL —OF— POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. B. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT /GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 17. MISCELLANEOUS ELECTRICAL AND NON— ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON — METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e.. NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4- NON— METALLIC, FLEXIBLE CONDUIT FROM 24' BELOW GRADE TO WITHIN 3" TO 6" OF CAD —WELD TERMINATION POINT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. DISH Wlrelm LLC. TEMPLATE VERSION 37 - 07/49/2021 UNIPOLE NOTES: 1. THE SCOPE OF THESE PLANS INCLUDES ADDING ANTENNAS, RRH(S), AND CABLES TO AN EXISTING UNIPOLE. 2, THE PLANS HAVE BEEN PREPARED USING INFORMATION OBTAINED DURING A SITE VISIT, AND ON INFORMATION PROVIDED TO THE ARCHITECT BY LESSEE. IT IS ASSUMED THAT ALL INFORMATION PROVIDED BY LESSEE ACCURATELY REPRESENTS THE DESIGN AND CONSTRUCTION OF THE EXISTING UNIPOLE. 3. THE FIELD RECONNAISSANCE WAS LIMITED TO WHAT COULD BE OBSERVED SAFELY FROM THE GROUND. THE ARCHITECT DID NOT CLIMB THE UNIPOLE OR PERFORM ANY SUBSOIL INVESTIGATIONS. 4. CONSTRUCTION OR FABRICATION MAY NOT COMMENCE UNTIL A STRUCTURAL ANALYSIS IS PROVIDED TO THE CONTRACTOR AND BUILDING DEPARTMENT. 5. A. INSPECT THE VISIBLE PORTIONS OF THE FOUNDATION AND MONOPOLE SUPERSTRUCTURE FOR ANY SIGNS OF DEGRADATION OR IMPROPER INSTALLATION. B. VERIFY THAT THE EXISTING MONOPOLE CONFORMS IN ALL APPARENT RESPECTS TO THE INFORMATION PROVIDED IN THE STRUCTURAL ANALYSIS, AND THAT THE EXISTING ANTENNA LOADING DOES NOT EXCEED THAT SHOWN IN THE ANTENNA LOADING TABLE. C. CONTRACTOR SHALL RECORD AND REPORT ANY DEVIATIONS AND DISCREPANCIES, DURING CONSTRUCTION, THAT WILL AFFECT THE APPROVED OVERALL DESIGN TO THE ARCHITECT, DIRECTLY. D. REPORT ANY DEVIATIONS OR CONCERNS TO THE ARCHITECT, AND AWAIT WRITTEN INSTRUCTIONS BEFORE PROCEEDING WITH FABRICATION OR CONSTRUCTION. APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE III312oZ7- M-0 d.sh wkewn- 5701 SOUTH SANTA FE DRIVE LITTLETON. CO 80120 Sa Salient ARCHITE= UC 32S N 10th STREET, SUITE 400 LEWISBURG, PA 17837 P R01I 56/-0032 F. 8017 56i-SSSfi xwxnllenbsso4�les.mm SD �832 � � R IS A NOIArION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING W.DM THE DIRECAON OF A UCENSED PROVES&O%5L ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY, APPROVED BY JER CWJ I CW RFDS REV: 20210610 -V 0 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A T/T7/7011 PRFLIINNY B Afl3�h+ REVL3ED PEA OOFOFMIS c !/20/202+ IfVCm HIM ONA Oes D +o /1s/w2+ +alnsw PffF w+�As E 1+/30/20211 art, = POl OMMAN 3 0 2123/i00x mm r9A FEMll flim A &E PROJECT NUMBER NYNYCO2219A DISH Wireless L.LC PROJECT INFORMATION NYNYCO2219A 7055 MAIN ROAD MATTITUCK, NY 11952 SHEET TITLE GENERAL NOTES SHEET NUMBER G N -4