HomeMy WebLinkAboutApproved Plans & Resolution 4
4
• THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED SITE INFORMATION PROJECT DIRECTORY •REVIEW UNDER 47 U.S.C. 1455(A) AS A MODIFICATION OF AN EXISTING WIRELESS TOWER THAT INVOLVES THE
COLLOCATION REMOVAL AND/OR REPLACEMENT OF TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL CHANGE
UNDER CFR 1.61000 (8)(7).
PROPERTY OWNER: ORIENT FIRE DISTRICT APPLICANT: DISH Wireless L.L.C.
ADDRESS: 23300 ROUTE 25 PO BOX 5701 SOUTH SANTA FIE DRIVE
ORIENT, NY 11957 LITTLETON, CO 80120
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TOWER TYPE: STEALTH - CANISTER POLE Wireless-
TOWER OWNER: AMERICAN TOWER 5701 SOUTH SANTA FE DRIVE
TOWER CO SITE ID: 373337 10 PRESIDENTIAL WAY LITTLETON, CO 80120
WOBURN, MA 01801
SCOPE OF WORK TOWER APP NUMBER: 13738829_D2 A
• COUNTY: SUFFOLK ENGINEER: ATC TOWER SERVICES, LLC
THIS IS NOT AN ALL INCLUSIVE LIST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER 3500 REGENCY PARKWAY SUITE 100 AIYIBRICAIV 70WER�
wirelessTm APPROVED EQUIVALENT CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE 41 1425 10 PRESIDENTIAL WAY
THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING:
LATITUDE (NAD 83): 41' 8' 33.000" N CARY, NC 27518 0 PRESI, NT 01801
TOWER SCOPE OF WORK: LONGITUDE (NAD 83): 72' 17' 58.000" W
• INSTALL (3) PROPOSED PANEL ANTENNAS (1 PER SECTOR) B+T GRP
• INSTALL (3) TWIN DIPLEXERS -72.29944444
DISH Wireless L.L.C. SITE ID: IN ZONING JURISDICTION: SOUTHOLD NEW YORK SITE ACQUISITION: WILLIAM SNIDER STALL PROPOSED JUMPERS 1)1]S.BOU OER
surrE aoo
INSTALL (12) 7/6" COAX CABLES PNir. se74eio
- WILLIAM.SNIDER®DISH.COM �yy_p18,P,�m
NYNYCO2243B GROUND SCOPE PR WORK: ZONING DISTRICT: UNZONNED
• INSTALL (1) PROPOSED METAL PLATFORM DRAWN BY: CHECKED BY:APPROVED BY:
• INSTALL (6) PROPOSED RRUs ON METAL PLATFORM H-FRAME CONSTRUCTION MANAGER: VICTOR CORREA
• INSTALL (1) PROPOSED ICE BRIDGE PARCEL NUMBER: 1000018000500013008 VICTOR.CORREA®DISH.COM SM KJG CLG
• INSTALL (1) PROPOSED PPC CABINET '
INSTALL (1) PROPOSED EQUIPMENT CABINET OCCUPANCY GROUP: U RF ENGINEER: ]MAD MEMON RFDS REV #: 1.0
DISH Wireless L.L.C. SITE ADDRESS: • INSTALL (1) PROPOSED POWER CONDUIT
• INSTALL (1) PROPOSED TELCO CONDUIT IMAD.MEMON@DISH.COM
• INSTALL (1) PROPOSED TELCO-FIBER BOX CONSTRUCTION TYPE: II-B CONSTRUCTION
23300 MAIN ROAD INSTALL (1) PROPOSED GPS UNIT DOCUMENTS
• INSTALL (1) PROPOSED SAFETY SWITCH (IF REQUIRED) POWER COMPANY: LONG ISLAND POWER
• INSTALL (1) PROPOSED CIENA BOX (IF REQUIRED)
ORIENTNY 11957 • INSTALL (1) PROPOSED METER SOCKET SUBMITTALS
' TELEPHONE COMPANY: VERIZON REV DATE DESCRIPTION
A 12/10/21 ISSUED FOR REVIEW
NEW YORK CODE COMPLIANCE SITE PHOTO DIRECTIONS 0 6/ ISSUED FOR CONSTRUCTION
1 /10/22/22 ISSUED FOR CONSTRUCTION
.fie 2 6/I5/22 ISSUED FOR CONSTRUCTION
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF DIRECTIONS FROM 3 ADP BLVD, ROSELAND, NJ 07068:
THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO I a"'' _ 3 6/2/22 ISSUED FOR CONSTRUCTION
BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: _ '��'�' � TURN RIGHT(SOUTH-WEST) ONTO CR-527 [uvINGSTON AVE].TAKE RAMP (RIGHT) ONTO I-280. •TOLL ROAD-AT Exli 17B,
k:' 11 ) STAY ON 1-280 (NORTH).TAKE RAMP (RIGHT) ONTO 1-95[NEW JERSEY TPKE].AT EXIT 16E,TURN RIGHT ONTO RAMP. KEEP
CODE TYPE CODE ';; V *' :)y _"� f) V RIGHT TO STAY ON RAMP. KEEP LEFT ONTO RT-495. STAY ON RT-495 (EAST). STAY ON RT-495 (NORTH) ENTERING NEW
BUILDING 2018 IBC -,-e� r�r, - -- "`bra;. - -- YORK. STAY ON R-495 [DRYER AVE]. [SOUTH-WEST]. KEEP STRAIGHT ONTO DYER AVE.TURN LEFT(EAST)ONTO(W) 34TH
MECHANICAL 2018 IMC � -' => `" `—"" - n r _ ^s',a, ST.TURN LEFT[NORTH] ONTO 1-495 [QUEENS MIDTOWN TUNNEL APPROACH]. •TOLL ROAD•TAKE RAMP ONTO I-495 [QUEENS
-1,�=-c s`." j'"i��', r �'1 51 >`' - MIDTOWN TUNNEL]. STAY ON 1-495 (EAST).AT EXIT 73.TURN OFF ONTO RAMP. BEAR RIGHT(EAST) ONTO CR-58 [OLD
ELECTRICAL 2017 NEC n �� .; .I t -t' -'is ;'1 i): y % 7� `�'
I=-f' - j._:b' _,� i 4 [DEC , � COUNTRY RD]. KEEP STRAIGHT ONTO RT-25 [MAIN RD]. TURN LEFT(NORTH-WEST) ONTO LOVE LN.TURN RIGHT RIGHT
q ,y (NORTH-EAST) ONTO CR-48[MIDDLE RD). KEEP STRAIGHT ONTO RT-25 [MAIN RD). TURN RIGHT (SOUTH) ONTO TABOR RD. OF NE W
y_ qti•-' _ j>N TURN LEFT(EAST) ONTO LOCAL ROAD(s)
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Tanning Board VICINITY MAP p�
SHEET INDEX7
SHEET N0. SHEET TITLE _ — — /� Q `
T-1 TITLE SHEET ( r '- r09S85
I A-1 OVERALL AND ENLARGED SITE PLAN 1�=- - 1 - -' ' •, ' - _ R0 SS
A-2 ELEVATION, ANTENNA LAYOUT AND SCHEDULE -
A-3 EQUIPMENT PLATFORM AND H-FRAME DETAILS
I -A-4 EQUIPMENT DETAILS PDS ENGINEERING D.P.C.
__ ., - CERT. #: 0103685
-
A-5 EQUIPMENT DETAILS UNDERGROUND SERVICE ALERT-NEW YORK 811 _ .- - _ Expires 11/30/23
A-6 EQUIPMENT DETAILS UTILITY NOTIFICATION CENTER OF NEW YORK IT A VIOLATION OF LAW FOR ANY PERSON.
(800)272 4480 , _ UNLESS THEY ARE ACTING UNDER THE DIRECTION
WWW.NEVVYORK-811.COM o I - OF A LICENSED PROFESSIONAL ENGINEER,
E-1 ELECTRICAL/FIBER ROUTE PLAN AND NOTES .• c --- 1: TO ALTER THIS DOCUMENT.
E-2 ELECTRICAL DETAILS CALL 2 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION - '
]sv A&E PROJECT NUMBER
E 3 ELECTRICAL ONE-LINE, FAULT CALCS & PANEL SCHEDULE
SITE LOCATION 159533.001
G-1 GROUNDING PLANS AND NOTES GENERAL NOTES DISH Wireless L.L.C.
G-2 GROUNDING DETAILS - _ .. PROJECT INFORMATION
G-3 GROUNDING DETAILS THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED _ - NYNYCO2Z43B
FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON -- _
RF-i RF CABLE COLOR CODE DRAIISIGNAGEEISNPROPOSARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL - - 23300 MAIN ROAD
ORIENT, NY 11957
GN-1 THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED _ _ _ - '
LEGEND AND ABBREVIATIONS REVIEW UNDER 47 U.S.C. § 1455(A) AS A MODIFICATION OF AN EXISTING WIRELESS TOWER THAT INVOLVES THE .. - - SHEET TITLE
GN-2 GENERAL NOTES COLLOCATION, REMOVAL, AND/OR REPLACEMENT OF TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL _ ady.j.
CHANGE UNDER CFR § 1.61000 (B)(7). TITLE SHEET
GN-3 GENERAL NOTES '
GN-4 GENERAL NOTES -
1111x17"PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED SHEET NUMBER
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 enebr.ns• ron.w nnre4erveec� '.�..: - -. . .../ T 1
PROCEEDING WITH THE WORK. NO SCALE
1�r„/`-�ir�:lSl%:4151.�i���` iL���G�F��K•Il�)
NOTES _ "vef� V-'U L '4� SI"ti-A'• �tl 6 s-r:...4 NOTES
,. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
_ 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. �
2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. R 2 SEPARATION R SHALL BETWEEN THE AIPROPOSED G SINUNI.
TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. d * sh
MAIN ROAD 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. •
- �nnreless.
I 5701 SOUTH SANTA FE DRIVE
— I LITTLETON, CO 80120
SEE EQUIPMENT
8._St �LAYOUT (SHEET A-3)
PROPOSED ICE BRIDGE --�� .-..-.....;
AMERICAIV TOWER'
1 I 1 I 10 PRESIDENTIAL WAY
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;m B+T GRP
1717 S.BWLDER
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' BUILDING I I I ; � I L,Ii`�J 1 a
1 PROPOSED DISH Wireless L.L.C. ~a 1—
x:
12"WIDE ICE BRIDGE ; InIIII PP Il!4 /h�I' < SM KJG CLG
1 1 ICI I'i'I,I.' i L 1 mQ
EXISTING CONCEALMENT .(l 11 ll Fi,l I(;!111 1 / 14 RFDS REV #: 1.0
MONOPOLE 1 I! /�il' .j'jt 1
`NIIt,[rI CONSTRUCTION
/ EXISTING FIRE DEPT. _
SELF SUPPORT TOWER g-O 1 I . ,1, --. 1 DOCUMENTS
`// � �� •.��,. i " • ................ � SUBMITTALS
REV DATE DESCRIPTION
LEASE AREA/PLATFORM
A 12/10/21 ISSUED FOR REVIEW
0 2/22/22 ISSUED FOR CONSTRUCTION
1 6/10/22 ISSUED FOR CONSTRUCTION
\ A/ 2 6/15/22 ISSUED FOR CONSTRUCTION
4- EXISTING 'r 3 6/2/22 ISSUED FOR CONSTRUCTION
\ EQUIPMENT x
SHELTER 12"6" 0 1' 2' 3' 4' S'
ENLARGED SITE PLAN 2
1/2"=1'-0"
,
EXISTING x pF New
CONCRETE PAD y
O
EXISTING 4'-0" WIDE
CHAIN-LINK GATE
EXISTING a EXISTING ICE BRIDGE (TYR) rID
CONCRETE PAD (TYP) ;f --•-...............-., ,E A
30'-g" I
1 Ao�ss
EXISTING EXISTING CONCEALMENT 1 •r -' 1 APPROXIMATE
H-FRAME (TYR) MONOPOLE - ;.Y;- ACCESS EASEMENT
/ ; 1
1/ I" SEE ENLARGED
i.. ''•a• SITE PLAN PDS ENGINEERING D.P.C.
CERT. #: 0103685
00Expires 11/30/23
^ O I ..� 1 IT IS A VIOLATION OF LAW FOR ANY PERSON.
w I 1 .- _ IT METER
1 3'-7" I SITE LOCATION UNLESS THEY ARE ACTING UNDER THE DIRECTION
x OF A ENGINEER.
�X LICENSED PROFESSIONAL ENGIN R
PROPOSED FIBER
TO ALTER 7H5 DOCUMENT
Fl—
HANDHOLE
A&E PROJECT NUMBER
(f .001
x x
OL [IJ-1
0 M 159533s�^
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•�! - TRAMSFORMER DISH Wireless L.L.C.L.L
PROJECT INFORMATION
EXISTING T NYNYCO2243B
EQUIPMENT g•_3•• 23300 MAIN ROAD
CONCRETE PAD `
- �• x ORIENT, NY 11957
SHEET TITLE
X X %
x x x 3-2 OVERALL AND ENLARGED
EXISTING 12'-0" WIDE II �— SITE PLAN
CHAIN—LINK GATE + i\� + THE EASEMENT RIGHTS FOR THIS SITE ARE BLANKET EASEMENT RIGHTS TO THE PREMISES AND THEREFORE DOES
Z (TYR)
NOT INCLUDE A SPECIFIED AREA FOR THE LOCATION OF UTILITIES. CONSTRUCTION CONTRACTOR MUST FIELD VERIFY SHEET NUMBER
THE APPROPRIATENESS OF ALL PROPOSED UTILITY ROUTES.
,Q' Q ,D' 2Q' A-1
OVERALL SITE PLAN AERIAL VIEW NO SCALE 3
NOTES
1. CONTRACTOR SHALL FIELD VERIFY
ALL DIMENSIONS.
y;}� r
2. ANTENNA AND MW DISH �°? ,'.,��.�k'c�:d�� BOAaD l 34.2" CANISTER OUTER DIAMETER
SPECIFICATIONS REFER TO d sh
Al wireless..
ANTENNA SCHEDULE AND TO FINAL 1� i
CONSTRUCTION REDS FOR ALL RE T. >'� 1 iI,G;.? 1.lam o
DETAILS. ti` e,-�l!' X g ? tom I xo
4 a o:
a� 5701 SOUTH SANTA FE DRIVE
PROPOSED DISH Wireless aN LITTLETON. CO 80120
3. EXISTING EQUIPMENT AND FENCE L.L.C. ANTENNA (TYP. OF
OMITTED FOR CLARITY. . C���� 1 20�� f (1) PER SECTOR, (3)
Pa_»r T 1 ;
PROPOSED DISH
EXISTING MAST Wireless L.L.C.
PROPOSED DISH MOUNT
Wireless L.L.C.- AM6CAIV
CANISTER 10 PRESIDENTIAL
WAY WAY
WOBURN.MA 01801
B+T GRP
G1 81 SUITS3 uLDeR
9 swTs sop
S�OR Sec�R rH:(�e)ssi°me'ssio
DRAWN BY: CHECKED BY:APPROVED BY:
SM KJG CLG
RAID CENTER 0 66'-0" A.G.L. RFDS REV #: 1.0
34.2" CANISTER OUTER DIAMETER CONSTRUCTION
DOCUMENTS
EXISTING CONCEALMENT MONOPOLE PROPOSED DISH Wireless SUBMITTALS
TOP EL 0 90'-0"AGL L.L.C. TWIN DIPLEXERS
I (TYP. OF (1) PER ® REV DATE DESCRIPTION
I EXISTING MOUNT SECTOR, (3) TOTAL) PROPOSED DISH
A 12/10/21 ISSUED FOR REVIEW
I RAD CENTER ® 90'-0"AGL EXISTING MAST Wifele55 L.L.C. p 2/22/22 ISSUED FOR CONSTRUCTION
I I PROPOSED DISH MOUNT
I 6 10 22 ISSUED FOR CONSTRUCTION
I I Wireless L.L.C.
CANISTER 2 6/15/22 ISSUED FOR CONSTRUCTION
I d B/2/22 ISSUED FOR CONSTRUCTION
I I
I I
I I
I I
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I (3) PROPOSED DISH Wireless L.L.C. ANTENNAS ofNEsy
I i I
RAD CENTER 0 66'-0'AGL "Y y
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I i RAD CENTER @ 61'-0" A.G.L. i1 I
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12" 6" 0 1' 2' 3"
EXISTING MOUNT ANTENNA LAYOUT 3/4"-1'-0" 2 `
RAID CENTER CENTER 48'-0' AGL rO�j6AJ a
I A a77 OO
I ANTENNA TRANSMISSION CABLE RRH OVP A�FESS
SECTOR
(12) PROPOSED DISH Wireless POS. EXISTING OR MANUFACTURER - MODEL TECH AZIMUTH RAD FEED LINE TYPE MANUFACTURER - MODEL MANUFACTURER
L.L.C. 7/8" CABLE COAX ROUTED I
PROPOSED NUMBER CENTER AND LENGTH NUMBER TECH POS. MODEL
OUTSIDE POLE __ __ __ __
I Al __ TA08025-8604 SG A2
PDS ENGINEERING D.P.C.
(4) 7/8" COAX
A2 PROPOSED COMMSCOPE - FVV-658-R3 5G 40' 66'-D" 100BLES TA08025-8605 5G A2 -- Expires
#:1/30/23
( Expires 11/30/23
EXISTING DISH Wireless L.L.C. I
ICE BRIDGE I A3 -- -- -- -- -- -- -- -- IT IS A VIOLATION OF LAW FOR ANY PERSON,
I __ __ -- -- TA08025-8604 SG B2 UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
Bl -- TO ALTER THIS DOCUMENT.
PROPOSED DISH Wireless L.L.C. (4) 7/B" COAX
GPS UNIT 82 PROPOSED COMMSCOPE - FW-65B-R3 SG 160' 66'-0" CABLES TA08025-8605. SG 82 -- A&E PROJECT NUMBER
(100' LONG) 159533.001
I B3 --
PROPOSED DISH Wireless L.L.C. -- -- -- -
EQUIP
STEEL LA ON PROPOSED C1 __ __ __ __ __ DISH Wireless L.L.C.
STEEL PLATFORM i TA08025-8604 5G C2
(4) 7/8" COAX PROJECT INFORMATION
C2 PROPOSED COMMSCOPE - FVV-6513-R3 5G 280' 66--0" CABLES , TA08025-8605 513 C2 -- NYNYCO2243B
- (100' LONG)
C3 -- -- -- -- - -- -- -- 23300 MAIN ROAD
1
NOTES ORIENT, NY 11957
EXISTING1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION REDS FOR ALL RF DETAILS. SHEET TITLE
BOTTOM ELL.. ® 6" AGL TOWER 2, ANTENNA AND RRH MODELS MAY CHANGE DUE TO EQUIPMENT AVAILABILITY. ALL ELEVATION, ANTENNA
EQUIPMENT CHANGES MUST BE APPROVED AND REMAIN IN COMPLIANCE WITH LAYOUT AND SCHEDULE
�'/\/�'�%/\' '\/�/,�ij j//\\�/\/ /,� \�%'%\i %\' \�/\%'%%`.ice i/i i%` /\, //\/%�- /!tea \ \ \• �� THE PROPOSED DESIGN AND STRUCTURAL ANALYSES. SHEET NUMBER
A-2
PROPOSED NORTH ELEVATION 8' 4' 0 8' 16' ANTENNA SCHEDULE NO SCALE 3
NOTES
1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2" •
OF FILL PER EXISTING SITE SURFACE
4��, V . J i'ry+9�;' �•"•�•� �);-bLt��T��� 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH
Wireless L.L.C. CONSTRUCTION MANAGER AT TIME OF
CONSTRUCTION. ONE SHEET B'X6' INSTALLED UNDER ALL FOUR d .sh
f-,bj{f� FEET OF THE PLATFORM (4 MIL BLACK PLASTIC)
`-7 ( 4Oliems/ 3. EQUIPMENT CABINET OMITTED FOR CLARITY. Wireless.
5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
RESERVED SPACE FOR
FIBER NID, IF
REQUIRED RESERVED
FOR FIBER
GPS UNIT NID, IF
REQUIRED GPS UNIT
200AMP METER H-FRAME AMG10 PRESIDENTIAL CAN70YWAYVER•
SOCKET
7-0� H-FRAME PROPOSED DISH Wireless L.L.C. PROPOSED DISH WOBURN,MA 01601
RIGID MTWIN DIPLEXERS (TYP. OF 6) Wireless L.L.C.
1-0" 24 1 -2 2-8 CONDUITETAL -� _____------- a s POWER
r- _ r------------- O PROTECTIVE
° CABINET B+T GRP
PROPOSED DISH Wireless L.L.C. � _ r_I i I --- ------------ +m s.eauroeR
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GENERATOR PLUG _��1. _ _ =
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GPS UNIT _ T -_ T II --? -_ \II I I ini O PROPOSED
Wireless DL.DLICH
PROPOSED DISH Wireless L.L.C. - -` f_-_I�- - I I RRH (TYP OF 6) I III DRAWN BY: CHECKED BY:APPROVED 8Y:
POWER PROTECTIVE CABINET ---- ` -_ PRDSHED o III (STACKED)
'- �:--• — -- SM
' I PROPOSED DISH II ro Wireless
PROPOSED DISH Wireless L.L.C. -_`- \ a — o _ _ - o. KJG CLG
H-FRAME `- --- Wireless L.L.C. CABINET I -N LpROTECOT PROTECTIVE
RFDS REV : 1.0
t - tt CABINET C_---_-----D
II II I -------4 j L'----------J
RESERVED 1 _ CONSTRUCTION
PROPOSED DISH Wireless L.L.C. —t - - - -- -- -- 0 �= 11 — —
' - __ �- - PROPOSED DISH Wireless SPACE
SAFETY SWITCH. SPACE - I - � -i _- II I Ill FOR I ___ DOCUMENTS
L.L.C. TWIN DI '� ADDITIONAL
RESERVED FOR ADDITIONAL _ Y -I - - - �•I- - 10 III III ---
DISCONNECT IF REQUIRED. - ( --' _ -(TYP OF (6) STACKED) III IIII nm
II -i- DIS SAFETY
CT I -- --
SUBMITTALS
PROPOSED DISH Wireless L.L.C. _I II I I•. - _ --_' - - — o j j SWITCH. 171 IIII I°
200AMP METER SOCKET - '-- - O1 REV DATE DESCRIPTION
.T __--_t--_-_-�_ - 11IF REQUIRED.I --- —
PROPOSED DISH Wireless L.L.C. I } .r -� ( PROPOSED DISH Wireless I A 12/10/21 ISSUED FOR REVIEW
TELCO FIBER ENCLOSURE ;I _ _ 0 L.L.C. TELCO FIBER I 0 2/22/22 ISSUED FOR CONSTRUCTION
PROPOSED DISH Wireless L.L.C. I -- i I ENCLOSURE
( _ L RESERVED 1 6/10/22 ISSUED FOR CONSTRUCTION
FIBER NID, IF REQUIRED SPACE FOR 2 6/15/22 ISSUED FOR CONSTRUCTION
PROPOSED DISH Wireless L.L.C. I` - i I -1 t a----- EXPANSION r jl I EQUIPMENT PLATFORM I� ADDITIONAL 3 8/2/22 ISSUED FOR CONSTRUCTION
EQUIPMENT PLATFORM '-_' - ---- -`--------f---- -- ;; � JOINT I _ II DISCNNECTCH.
ro I I
W REQUIRED.
0000000
1-1" 2'-5" 3" 1'-6" 3" 1'-6" o00
000l
L PROPOSED DISH Wireless I GROUNDBUSS BAR L J T
L.L.C. RRH (TYP OF (6) 4 MIL WEED BARRIER (TYP) N
STACKED) EQUIPMENT PLATFORM OF NEW
\ I __•'!� 00 i ,.�- - -,Z� fJ.:i { t:l �.:. 00 -.• r^,". 00 _ v� '\.;:}. i iJ.l.! <F1 _ - �i. 1.i'-.� ,' �i 00 �� QQ S �O
D, EXISTING SUBGRADE / .i`�� ! •/:��\ / / \ /� �' / \: .�\,' ,/ ��' "\VV�t ryf�
4 MIL WEED BARRIER (TYP) EQUIPMENT PLATFORM FOOTPAD (TYP)
EQUIPMENT PLATFORM FOOTPAD (TYP)
r
n
2 r03685
PLATFORM EQUIPMENT PLAN NO SCALE H-FRAME EQUIPMENT ELEVATION NO SCALE A
q�FESS
COMMSCOPE MTC4045LP COMMSCOPE MTC4045HFLD ORT DISH Wireless L.L.C.
5X7 PLATFORM PLAN H-FRAME APPROVED EQUIVALENT
PDS ENGINEERING D.P.C.
DIMENSIONS (HxWxD) 16"x84"x60" SIDE - 5' LENGTH BAR UNISTRUT/SUPPORT RAILS QN 5 60" CERT. #: 0103685
GRATING 50" Expires 11/30/23
TOTAL WEIGHT 423 LEIS , I; - =- - WEIGHT 59.74 Ibs
T - j --� UNLE S THEY AREPR ON.
IT IS ANAC ACTING UNDER THE DIRECTION
OF LAW FOR
NOTE: --: - _ f OF A LICENSED PROFESSIONAL ENGINEER,
- - a • - EQUIPMENT iO EQUIPMENT PIPE CAP TO ALTER THIS DOCUMENT.
PLATFORM TO BE WITHIN V OF L-- ' - -F -_t - PLATFORM PLATFORM
LEVEL i- -- _ t f -1 1.._'_ -.a -1-_ ! - FOOTPAD (TYP) °O d
_I _ ( ) FOOTPAD A&E PROJECT NUMBER
0 0 (TYP) WELDMENT PIPE 159533.001
BAR GRATING <
_ I
T -•---I=- --�--� "-__- I i --- CHANNEL (TYP) DISH Wireless L.L.C.
PROJECT INFORMATION
-j ; -_I -i _,{ _- SIDE - 7' LENGTH BAR SUPPORT RAIL _ NYNYCO2243B
- - - ---- GRATING 0
23300 MAIN ROAD
ORIENT, NY 11957
— t=
——
( -, ,+_ _ GALV. U-BOLTS
EQUIPMENT SHEET TITLE
oo PLATFORM FOOTPAD EQUIPMENT PLATFORM
" (TYP) E7 AND H-FRAME DETAILS
BASE PLATE SHEET NUMBER
SIDE FRONT A-3
PLATFORM DETAIL NO SCALE 3 H-FRAME DETAIL NO SCALE 4
ENERSYS HEX RAYCAP PPC SQUARE D SAFETY SWITCHES
2000005996 RDIAC-2465-P-240-MTS D224NRB
DIMENSIONS (HxWxD) 73"x30"x32" ENCLOSURE DIMENSIONS (HxWxD): 39"x22.855"x12.593 ENCLOSURE DIM (HxWxD) 29.25"x19.00"x8.50" t�
POWER SYSTEM -48V ALPHA/600A WEIGHT: 80 Ibs ENCLOSURE TYPE NEMA 3R RAINPROOF d,.'Osh
TOP
HEATER 80OW OPERATING AC VOLTAGE 240/120 1 PHASE 3W+G OP UL LISTED FILE E-2875
wireless,.
TOTAL WEIGHT (EMPTY) 376 Ibs PLAN 5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
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EATON METER SOCKET CHARLES CFIT-PF2020DSH1 DOCUMENTS
UNRRS213BEUSE
FIBER TELCO ENCLOSURE SUBMITTALS
METER SOCKET TYPE RING t _
6� t- -^� Yt:. T�;ED �`�� ENCLOSURE DIMS (HxWxD) 20"x20"x9" REV DATE DESCRIPTION
ENCLOSURE DIM (HxWxD) 16"x12"x6" O 9 w. `�,: t it
MAIN AMPERE RATING 200A ENCLOSURE WEIGHT 20 Ibs A 12/10/21 ISSUED FOR REVIEW
C q p n try q,�/ _% Q r� MOUNTING WALL 0 2/22/22 ISSUED FOR CONSTRUCTION
WEIGHT 18 LBS LAND!—�( :.5 V �dl�'��- "�" _� ' COMPLIANCE TYPE 4 1 6/10/22 ISSUED FOR CONSTRUCTION
2 6/15/22 ISSUED FOR CONSTRUCTION
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COMMSCOPE WB-K110-B INCLUDED WB-T12-3 TRAPEZE KIT,
WAVEGUIDE BRIDGE KIT PRODUCTS: 3 RUNGS
WB-LB12-3 SUPPORT BRACKET
PDS ENGINEERING D.P.C.
DIMENSIONS (HxL) 160"x10' PROPOSED CERT. #: 0103685ICE BRIDGE Expires 11/30/23
MF-130 DIRECT BURIAL PIPE FINISH SLOPE
WEIGHT/VOLUME 325.0 LBS COLUMN, 13'-4" TO DRAIN
M PROPOSED R IS A VIOLATION OF LAW FOR ANY PERSON,
CABLE RUN OTY 12 UNLESS THEY ARE ACTING UNDER THE DIRECTION
( ) '•//� '•/i. HYBRID CABLE OF A LICENSED PROFESSIONAL ENGINEER,
' TO ALTER THIS DOCUMENT.
SUPPORT BRACKET A-A A-A A&E PROJECT NUMBER
(WB-LB12-3) *
PROPOSED
TRAPEZE KIT CABLE CLAMP 159533.001
(WB-T12-3) io 0 3'-0" O.C.
EXISTING SELF
--- 3" DIA SCH 40 PIPE DISH Wireless L.L.C.
SUPPORT BRACKET PROPOSED 3.5" DIA. SUPPORT TOWER
(WB-LB12-3) SCH 40 PIPE I PROJECT INFORMATION
GALVANIZED n
TRAPEZE KIT 18" DIA DRILLED NYNYCO2243B
"/ 000a�o (WB-T12-3) PROPOSED 1'-6" PIER FOUNDATION m 23300 MAIN ROAD
DIA. CONCRETE PIER (TYP) ORIENT, NY 11957
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SHEET TITLE
3.5" DIA GALV SCH
40 PIPE (SPACED 3.5" DIA GALV SCH 40 EQUIPMENT DETAILS
9'-0" MAX) PIPE (SPACED 9'-0"
(MF-130) MAX) (MF-130)
CONCRETE PIER SHEET NUMBER
PLAN` FRONT SIDE A-4
ICE BRIDGE DETAIL NO SCALE 7 TYPICAL ICE BRIDGE CONCRETE PIER DETAIL NO SCALE $ HYBRID CABLE RUN NO SCALE 9
PCTEL T
GPSGL-TMG-SPI-40NC6 1.60"0
' MINIMUM OF 75% OR �
DIMENSIONS (OIAxH) MM/INCH 81 x184mm 270' IN ANY DIRECTION ww
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FREQUENCY RANGE 1590 t 30MHz �Lp M/�, 5701 SOUTH SANTA FE DRIVE
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CUI2PSM6P4XXX CUI2PSM9P6XXX
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GPS DETAIL NO SCALE GPS MINIMUM SKY VIEW REQUIREMENTS NO SCALE 2 CABLES UNLIMITED HYBRID CABLE NO SCALE 3 RFDS REV #: 1.0
MINIMUM BEND RADIUSES
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV DATE DESCRIPTION
A 12/10/21 ISSUED FOR REVIEW
0 2/22/22 ISSUED FOR CONSTRUCTION
1 6/10/22 ISSUED FOR CONSTRUCTION
2 6/15/22 ISSUED FOR CONSTRUCTION
3 6/2/22 ISSUED FOR CONSTRUCTION
pF NEW
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NOT USED NO SCALE 4 NOT USED NO SCALE 5 NOT USED NO SCALE 6 r036a5 ��
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CERT. #: 0103685
Expires 11/30/23
7 (�t r'�Ct ji a'"+` IT IS A VIOLATION OF LAW FOR ANY PERSON.
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G-r�`\ l'()1� 't"L�J ��+� � UNLESS THEY ARE ACTING UNDER THE DIRECTION
s OF A LICENSED PROFESSIONAL ENGINEER,
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PL%-\W1K M`2 0AI D A&E PROJECT NUMBER
1
159533.001
DISH Wireless L.L.C.
PROJECT INFORMATION
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c 23300 MAIN ROAD
ORIENT, NY 11957
SHEET TITLE
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EQUIPMENT DETAILS
SHEET NUMBER
A-5
NOT USED NO SCALE ] NOT USED NO SCALE $ NOT USED NOCALE SEE
Id
FUJITSU DUAL BAND FUJITSU TRIPLE BAND SABRE DOUBLE Z—BRACKET
TA08025—B604 TA08025—B605 G10123155
I II 111 fill IIIIfl1 1 r
DIMENSIONS (HxWxD) 14.9"x15.7"x7.8" DIMENSIONS (HxWxD) 14.9"x15.7"x9" DIMENSIONS (HxWxD) (1 BRACKET) 5"x20"x1-13/16"
WEIGHT 63.9 Ibs WEIGHT 74.95 Ibs WEIGHT (FULL ASSEMBLY) 35.79 Ibs d.* sh
CONNECTOR TYPE 4.3-10 RF II I I }IIIII 4.3-10 RF r PACKAGE QUANTITY 4 ®®
CONNECTOR CONNECTOR TYPE CONNECTOR I}I II III I ill I IIII ®®® �nnrelesss
POWER SUPPLY DC -58--36V PLAN POWER SUPPLY DC -58--36V PLAN ®® ®® ®®®®® 5701 SOUTH SANTA FIE DRIVE
# DESCRIPTION 2 ®�® ®® ®®® LITTLETON, CO 80120
1 PLATE, CHANNEL BRACKET
2 RRH Z BRACKET, 3/197-
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APPROVED EQUIVALENT
SM KJG CLG
RRH DETAIL NO SCALE RRH DETAIL NO SCALE 2 RRH MOUNT DETAIL NO SCALE 3 RFDS REV #: 1.0
CONSTRUCTION
COMMSCOPE SABRE — C10112336 EEI FPXL—AB 4 5 6 7 DOCUMENTS
FVV-65B—R3 ANTENNA TRIAD FLUSHED MOUNT
SUBMITTALS
DIMENSIONS (HxWxD) 72.0"x11.8"x7.1" MAST DIAMETER 7 t0 25" DESCRIPTION PART # - OTY REV DATE DESCRIPTION
TOTAL WEIGHT 43.9 LB PLAN TOTAL WEIGHT 25.6 Ibs TRIAD-FPXL - 1/4" PART 1 - OTY: 6 A 12/10/21 ISSUED FOR REVIEW
BRACKET ASSEMBLY
RF PORTS, CONNECTOR TYPE 8 x 4.3-10 FEMALE TRIAD-AS - 1/4" HRPO
PART 2 — QTY: 6 0 2 22 22 ISSUED OR CONSTRUCTION
GUSSET ASSEMBLY 1 6/10/22 ISSUED FOR CONSTRUCTION
3/8"x7" A36 THREADED ROD PART 3 - QTY: 6 2 6/15/22 ISSUED FOR CONSTRUCTION
3/8"x1-1/4"A307 BOLT PART 4 - QTY: 6
® 3 8/2/22 ISSUED FOR CONSTRUCTION
3/8" HEX NUT PART 5 - QTY: 6
3/8" FLAT WASHER PART 6 - QTY: 6 1
2
3/8" LOCK WASHER PART 7 - QTY: 6 3 C N
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TOTAL WEIGHT f101.4 Ibs
POLE DIAMETER 10"0-14"0
NOTE:
OR DISH Wireless L.L.C. ® r
APPROVED EQUIVALENT
BACK Sig FRONT
1036�5
ANTENNA DETAIL NO SCALE 4 ANTENNA FLUSH MOUNT NO SCALE 5 MAST MOUNT DETAIL NO SCALE 6 A
A�FESS
EEI TRIAD—FPS MOUNT _
DIMENSIONS (HxWzD) 2"x5.72"x.25" O O O POS ENGINEERING D.P.C.
CERT. #: 0103685
WEIGHT: 5.5 LBS OTY: 6 Expires 11/30/23
i
1 f _ SPECIFICATIONS: ROUND OR POLYGON POLES 3" FPS PLAN FPS FRONT IT IS a VIOLATION OF uw FOR ANY PERSON,
/`n (�J 11 J) �a f/ T"'� /7 UNLESS THEY ARE ACTING UNDER THE DIRECTION
L' ;1 �1`'�� r`-'' TO 7" DIA., 1/4 BRACKET ASSEMBLY OF A DCENSED PROFESSIONAL ENGINEER,
�-a I ii3i
TO ALTER THIS DOCUMENT.
��y, A&E PROJECT NUMBER
EEI TRIAD—AB MOUNT p 159533.001
P fir"; �~ P-}1'' 1 DIMENSIONS HxWxD 2"x10"x.25" PROJECT INFORMATION
p' � ) � L ( ) AS PLAN DISH Wireless L.L.C.
WEIGHT: 2 Les IQTY: s O NYNYCO2243B
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_ a GUSSSISEMBLY IET ASSEMBLY ANTENNA
BRACKET. 1/4" HRPO 23300 MAIN ROAD
Q_� s AB FRONT ORIENT, NY 11957
SHEET TITLE
OHO EEI TRIAD-AB O BOLT, HEX NUT,FLAT WASHER & EQUIPMENT DETAILS
�) LOCK WASHER
107
o EEI TRIAD-FPS �1 POLE SHEET NUMBER
THREADED I/
FPS/AB FRONT ROD (TYP) FPS/AB PLAN /�-C
NOT USED NO SCALE ] NOT USED NO SCALE $ MAST MOUNT DETAIL NO SCALE 9 /�� v
,r kWl 1210A,��' [sj NOTES
DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND —48V CONDUCTORS. RED MARKINGS
q�� �r�� 9 t�, SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY —48V. d.*
d Vsi a11F 5.10 y7tx ul0 F. 'J' I 1. THE EASEMENT RIGHTS FOR THIS SITE DO NOT INCLUDE A SPECIFIED AREA FOR THE LOCATION
ti '1r. sf� ,1 e a J_.4r OF UTILITIES. CONSTRUCTION CONTRACTOR MUST FIELD VERIFY THE APPROPRIATENESS OF ALL
- -- -- --- I PROPOSED UTILITY ROUTES
S [ 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY QUESTIONS ARISING DURING THE BID
3. GC TO REFER TO FINAL UTILITY COORDINATION DOCUMENT FOR ALL MEET ME POINTS AND PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS
--- -- ��® ROUTING DETAILS. PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE Wireless.
CONTRACTHAS BEEN AWARDED.
5701 SOUTH SANTA FE DRIVE
2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL STATE AND LITTLETON, CO 80120
LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS.
i
--— _ — ----- 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 WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. VERIFY WITH
THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. itfum ICAN70V116R'
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5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. WOBURN,MA 01801
6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. B+T GRP
' 1717B.BOULDER
I 1 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. INSTALLATION SHALL BE IN jF �A ac Tells
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. Pn:(818)6E]<6b
EXISTING `
BULDING S. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING DRAWN BY: CHECKED BY:APPROVED BY.
EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM.
9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. THE EQUIPMENT SM KJG CLG
GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES, AND ALL DISCONNECT SWITCHES, AND RFDS REV #: 1.0
EQUIPMENT CABINETS.
I 10.ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. CONSTRUCTION
EXISTING FIRE DEPT.
SELF SUPPORT TOWER — 9—0 11.PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST—CONSTRUCTION EQUIPMENT. DOCUMENTS
/ x
12.CONTRACTOR SHALL BE RESPONSIBLE FOR AS—BUILT PANEL SCHEDULE AND SITE DRAWINGS. SUBMITTALS
1
13.ALL TRENCHES IN COMPOUND TO BE HAND DUG REV DATE DESCRIPTION
A 12/10/21 ISSUED FOR RENEW
0 2/22/22 ISSUED FOR CONSTRUCTION
(/ x 1 6/10/22 ISSUED FOR CONSTRUCTION
\ I 2 6/15/22 ISSUED FOR CONSTRUCTION
+ EXISTING 3 0/2/22 ISSUED FOR CONSTRUCTION
EQUIPMENT
SHELTER ELECTRICAL NOTES
NO SCALE 2
EXISTING x of NEW
CONCRETE PAD Y
O O x EXISTING 4•-0.. WIDE
CHAIN—LINK GATE
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EXISTING EXISTING CONCEALMENT 11-gin 1
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1 - ly SEE ENLARGED
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SITE PLAN_ 1 CERT. p: 103685
11 1 Expires 11/30/23
1v PROPOSED METER IT IS A VIOLATION OF LAW FOR ANY PERSON,
3'-7" _ ,�,; _ UNLESS THEY ARE ACTING UNDER THE DIRECTION
Ix SITE LOCATION OF A LICENSED PROFESSIONAL ENGINEER,
♦ TO ALTER THIS DOCUMENT.
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,,:':'•' ,. ,:.,.'� ♦-------------------�� ..PROPOSED FIBER
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M A&E PROJECT NUMBER
x PROPOSED UNDERGROUND 159533.001 POWER CONDUIT
EXISTING (LENGTH: 5'-0")
TRAMSFORMER� DISH Wireless L.L.C.
al PROJECT INFORMATION
PROPOSED UNDERGROUND
EXISTING , NYNYCO2243B
POWER CONDUIT 23300 MAIN ROAD
EQUIPMENT 9'-3" (LENGTH: 10'-0")CONCRETE PAD ORIENT, NY 11957
x
SHEET TITLE
x
3 2 ELECTRICAL/FIBER ROUTE
x x
EXISTING 12'-0" ;'t / PAN AND NOTES
CHAIN—LI x WIDE x x NK GATE + i t + THE EASEMENT RIGHTS FOR THIS SITE ARE BLANKET EASEMENT RIGHTS TO THE PREMISES AND THEREFORE DOES
N (TYP) / NOT INCLUDE A SPECIFIED AREA FOR THE LOCATION OF UTILITIES. CONSTRUCTION CONTRACTOR MUST FIELD VERIFY SHEET NUMBER
i� ��✓/ THE APPROPRIATENESS OF ALL PROPOSED UTILITY ROUTES.
0 5' 10' E-1
UTILITY ROUTE PLAN AERIAL VIEW NO SCALE 3
CARLON EXPANSION FITTINGS
SEE TRENCHING NOTE 1ISH Wireless L.L.C. FIBER •
DISH Wireless L.L.C.LC DISTRIBUTION PANEL.
MALE TERMINAL STD PROVIDES 12AWG F 0 0
COUPLING END TRAVEL VARIES PER WOK S PER SITE
ADAPTER END SIZE CTN WORK SPECIFICATIONS
PART/ PART# QTY. LENGTH PART NUMBER TRENCHING NOTES WIRE (6' TAIL) PROPOSED DISH Wireless L.L.C.
E945D E945# 1/2" T 4" 1, CONTRACTOR SHALL RESTORE THE (SEE GENERAL NOTES) TELCO FIBER ENCLOSURE
TRENCH TO ITS ORIGINAL SLOPE TO SUIT SOIL d.1111111111111.sh
E945E E945EX 3/4" 15 4" SLIP JOINT CONDITIONS BY EITHER SEEDING CONDITION IN ACCORDANCE •
(SEE CHART FOR OR SODDING GRASS AREAS, OR WITH LOCAL REGULATIONS wireless
f 1 PART NUMBER) REPLACING ASPHALT OR CONCRETE SEE TRENCHING NOTE 2 PROPOSED DISH Wireless
E945F E945FX 1" 10 4" L.L.C. UNISTRUT---
AREAS TO ITS ORIGINAL CROSS //\ \/ 5701 SOUTH SANTA FE DRIVE
E945G E945GX 1 1/4" 5 4" I SECTION. \ / o0/ w LITTLETON, CO 80120
DISH Wireless L.L.C. FIBER
o 2. TRENCHING SAFETY; INCLUDING, �� 3 2�j JUMPER TO CABINET WILL
E945H E945HX 1 1/2" 5 4" BUT NOT LIMITED SOIL w u
coEED TO BE TERMINATED BY
N
I �� �\ x� FIBER PROVIDER ON OTHER
E945J E945JX 2" 15 8" I I CLASSIFICATION, SLOPING, AND � � 38 PROPOSED DISH SIDE OF BULKHEAD/LC TO LC
SHORING, SHALL BE GOVERNED I z /\ j �j` fO W. Wireless L.L.C. CONNECTOR WHERE CIRCUIT
E945K E945KX 2 1/2" 10 8" I BY THE CURRENT OSHA 0. = \`\ \ p j 10 AMP DISTRIBUTION IS TERMINATED.
TRENCHING AND EXCAVATION o za �\ Ln BREAKER I� AIIIYIiRfCAENTOA EY
E945E E945EX 3" 10 e" w w o o T 10 PRESIDENTIAL WAY
SAFETY STANDARDS. o .I \/\.' /\ n K WOBURN,MA 01601
E945M E945MX 3 1/2" 5 e" 3. ALL CONDUITS SHALL BE ¢wZ y, w IN IN
w w /� - 7FIBEIR
POSED FIBER PROVIDER
INSTALLED IN COMPLIANCE WITH > o LATERAL FROM RIGHT
PROPOSED DISH Wireless L.L.C.
E945N E945NX 4" 5 6" THE CURRENT NATIONAL % / 0 f B+T GRP
�� // UTILITY WARNING TAPE 12 AWG WIRE AY TO STREET,ELECTRIC CODE (NEC) OR AS INATED TO FDP sumaaolnsR
E945P E945PX 5" 1 8" PROPOSED DISH Wireless L.L.C. TULSAacTalls
NOTE: REQUIRED BY THE LOCAL SAND BEDDING PER SITE 1-1/2" POWER FROM CABINET OSED DISH Wireless L.L.C. PNE945R E945RX 6" 1 8" CONTRACTOR TO INSTALL EXPANSION FITTING JURISDICTION, WHICHEVER IS WORK SPECIFICATIONS /2" FIBER TO CABINETSLIP JOINT AT METER CENTER CONDUIT THE MOST STRINGENT. DISH Wireless L.L.C. INSTALLSTERMINATION, AS PER LOCAL UTILITY POLICY, 1-1/2" CONDUITS FOR POWER POSED DISH Wireless L.L.C. DRAWN BY: CHECKED BY:APPROVED BY:
\H
ORDINANCE AND/OR SPECIFIED REQUIREMENT. AND FIBER TO CABINET 2" CONDUIT FROM COMMERCIAL
FIBER VAULT SM KJG CLG
EXPANSION JOINT-DETAIL NO SCALE TYPICAL UNDERGROUND TRENCH DETAIL NO SCALE 2 DARK TELCO BOX — INTERIOR WIRING LAYOUT FNOALE 3 RFDS REV #: 1.0
CONSTRUCTION
DOCUMENTS
NOTE: FIBER PROVIDER SUBMITTALS
PROPOSED FIBER WILL NEED TO PROVIDE AN
PROPOSED DISH Wireless L.L.C. NID, IF REQUIRED ADDITIONAL 5FT UNISTRUT, REV DATE DESCRIPTION
UNISTRUT 2 U-BOLTS WITH 4 NUTS,
IN THE EVENT THE A 12/10/21 ISSUED FOR REVIEW
BRACKET SPACING DOESN'T D 2/22/22 ISSUED FOR CONSTRUCTION
LINE UP WITH CURRENT
SPACING BELOW I 6/10/22 ISSUED FOR CONSTRUCTION
PROPOSED FIBER PROVIDER IN IN OUT 2 6/15/22 ISSUED FOR CONSTRUCTION
1-1/4" FLEX CONDUITS
3 6/2/22 ISSUED FOR CONSTRUCTION
FIBER PROVIDER TO TERMINATE FIBER PROVIDER TO PUNCH TOP OF
POWER TO FIBER PROVIDER NIO TELCO BOX OF NID ENCLOSURE AND
PROPOSED DISH Wireless L.L.C. INSTALL 1-1/4" LIQUID TIGHT
12 AWG WIRE (6' TAIL) CONNECTORS, UL LISTED, NYLON
MATERIAL, WITH 0-RING GASKET
FIBER PROVIDER TO INSTALL p 1-1/4" FLEX CONDUITS BETWEEN
NEW
y
PROPOSED DISH Wireless L.L.C. _= FOP TELCO BOX & NID
10 AMP DISTRIBUTION BREAKER
PROPOSED DISH Wireless L.L.C.
PROPOSED DISH Wireless L.L.C. TELCO FIBER ENCLOSURE �, y
12 AWG WIRE PROPOSED DISH Wireless L.L.C.
1-1/2" FIBER TO CABINET
IN IN 0
PROPOSED DISH Wireless L.L.C. T= PROPOSED DISH Wireless L.L.C. OF r
1-1/2" POWER FROM CABINET 2" CONDUIT FROM COMMERCIAL Cj
FIBER VAULT
LIT TELCO BOX — INTERIOR WIRING LAYOUT (OPTIONAL) NO SCALE 4 NOT USED NO SCALE 5 NOT USED NO SCALE 6 r03sg5 '��
pq�FESS
PDS ENGINEERING D.P.C.
CERT. #: 0103685
Expires 11/30/23
IT IS A VIOLATION OF LAW FOR ANY PERSON,
^R4 - I•` r)I'�,/ }'6, P Ir,1'•.i U
OF A LICENNLESS THEY ARE ACTING UNDER THE DIRECTION
}r SED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
i
rr��•ryv�d�t rtt �( aa1J? ! A&E PROJECT NUMBER
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r1:rC4n - , =11n 1:- p
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I _ PROJECT INFORMATION
{ DATE NYNYCO2243B
i �.�� _�, Z02%3 23300 MAIN ROAD
- _ ORIENT, NY 11957
SHEET TITLE
ELECTRICAL DETAILS
SHEET NUMBER
E-2
NOT USED NO SCALE 7 NOT USED NO SCALE NOT USED NO SCALE 9
d.* sh
r
PROPOSED POWERPOWER PROTECTIVE CABINET ENERSYS NETWORK CABINET 5701 SOUTH SANTA FE DRIVE
120/24OV, 1 PH, SERVICE RATED,
LITTLETON, CO 80120
UTILITY SERVICE ENTRANCE OVERALL UL LISTED POWER CENTER,
120/240 VAC 1PH N3R, 65K/10K AIC
(3) 3/0 GROUND WITH {�6 BACKUP
IN 3"WITH
40 CONDUIT MAIN BREAKER WITH
GENERATOR 200A 200A INTERLOCKED GENERATOR
CAMLOCK FEED, 200A 65K AIC (3) PROPOSED
CONTRACTOR TO REFER TO GEN PLUG 3/4" EMT CONDUITS
FINAL UTILITY DESIGN DETAILS N AMIeRICAW 70WER�
SURGE SUPPRESSION 10 PRESIDENTIAL WAY
WOBURN,MA 01801
EXISTING 120/24OV, 1,I,3W, UTILITY COMPANY DEVICE 100KA SAD/MOV
5OkVA TRANSFORMER 01 02
GFCI i5A 03 04 40A PROPOSED 2 $8, 1 #10 CU GND. FOR RECTIFIERS 1 & 2 Mf 3
B+T GRP
NEW WIRE AND CONDUIT PER UTILITY 20A 1717S.SDUUDER
COMPANY REQUIREMENTS 05 06 suD gun
PROPOSED 2 8, 1 10 CU GND. TIA Ox T4119
SPACE 40A PH:(916)%7 a99
07 OR FOR RECTIFIERS 3 & 4 vmw.N9ry.4o.
SPACE 09 10
DRAWN BY: CHECKED BY:APPROVED BY:
ry
SPACEII 12 20A PROPOSED 2 8. 1 10 CU GND. FOR RECTIFIER 5
SPACE SM KJG CLG
13 14
SPACE 15 16 SPACE RFDS REV #: 1.0
SPACE SPACE
NEW 200A, 120/24OV, 1�3W, SERVICE RATED, SPACE 17 18 SPACE
CONSTRUCTION
FUSIBLE DISCONNECT (NEMA 3R). 19 20 (1) PROPOSED
200 (SQUARE D MODEL No. D224NRB / OR SPACE 21 22 SPACE 1/2" EMT CONDUIT DOCUMENTS
#4 CU (GROUNDING EQUIVALENT).VERIFY COMPATIBIUTY WITH
ELECTRODE CONDUCTOR) LOCAL UTILITY COMPANY. LOCATION OF MAIN SPACE 23 24 SPACE SUBMITTALS
BONDING JUMPER. SPACE SPACE REV DATE DESCRIPTION
PROPOSED 2 #10, 1 #10 CU GND. FOR CONVENIENCE OUTLET
A 12/10/21 ISSUED FOR REVIEW
0 2/22/22 ISSUED FOR CONSTRUCTION
T NOTE: 1 6/10/22 ISSUED FOR CONSTRUCTION
J BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 105-C, 60OV, AND PVC INSULATED, IN THE SIZES SHOWN 2 6/15/22 ISSUED FOR CONSTRUCTION
IN THE ONE—LINE DIAGRAM. CONTRACTOR MAY SUBSTITUTE UL1015 WIRE FOR�THWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. 3 6/2/22 ISSUED FOR CONSTRUCTION
GROUNDING ELECTRODE SHALL BE BREAKERS REQUIRED:
(2) 5/8"0 X 10' LONG GROUND ROD
SPACED MINIMUM 6'APART (2) 40A, 2P BREAKER — SQUARE D P/N:Q0240
(1) 20A, 2P BREAKER — SQUARE D P/N:Q022O20
(1) 20A, 1P BREAKER — SQUARE D P/N:00120
(1) 15A, 1P BREAKER — SQUARE D P/N:QO115
of NEW
is
PPC ONE—LINE DIAGRAM NO SCALE co Q y
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PROPOSED ENERSYS PANEL SCHEDULE
VOLT AMPS VOLT AMPS
PDS ENGINEERING D.P.C.
LOAD SERVED (WATTS) TRIP CKT W PHASE CKI W TRIP (WATTS) LOAD SERVED CERT. If: 0103685
LT L2 L1 L2 Expires 11/30/23
PPC GFCI OUTLET 180 15A 1 1 A 2 3840 ENERSYS ALPHA CORDEX _
ENERSYS GFCI OUTLET 180 20A 3 B q 40A 3840 RECTIFIERS 1 & 2 - -- - IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
—SPACE— 5 A 6 3840 ENERSYS ALPHA CORDEX OF A LICENSED PROFESSIONAL ENGINEER,
—SPACE— 7 B 8 40A 3840 RECTIFIER 3 & 4 �i; 7F«.' (% `yt )ice i TO ALTER THIS DOCUMENT.
—SPACE— 9 A 10 20A 1920 ENERSYS ALPHA CORDEX "�xw ti•.
—SPACE— 11 B 12 1920 RECTIFIER 5 11 A&E PROJECT NUMBER
—SPACE— 13 A 14 —SPACE-
-SPACE— 15 B 16 —SPACE— {� !� T ry R. 1 �` �1 r'
—SPACE— 17 A ,8 —SPACE—
.�c�'.1'14N',3-,a 4u l L,:_ k�N001 159533.001
—SPACE— 19 B 20 —SPACE-
-SPACE— 1 21 A 22 —SPACE— DISH Wireless L.L.C.
—SPACE— 23 B 24 —SPACE— `�( �',j/',M�'Ly11rU )I, f�'�•,y tie
VOLTAGE AMPS 180 180 9500 9500 � ��n�;�II�`��1�t`�7 PROJECT INFORMATION
200A MCB. 10. 24 SPACE. 120 240V L1 L2 --- jj
NYNYCO2243B
MB RATING: 65,000 AIC 9680 9580 VOLTAGE AMPS DATE
1 23300 MAIN ROAD
61 81 8, MAX
SAMPS "��• �� 2 oZ3 ORIENT, NY 11957
102 IMAX 125% — - —
SHEET TITLE
ELECTRICAL ONE—LINE
AND PANEL SCHEDULE
— I
SHEET NUMBER
E-3
PANEL SCHEDULE NO SCALE 2 NOT USED NO SCALE 3
TEST WELL PROPOSED BUSS EXOTHERMIC CONNECTION TEST GROUND ROD WITH
BAR INSULATORS PROPOSED 4"x12"x1/4" TINNED INSPECTION SLEEVE •
COPPER GROUND BUSS BAR Z
• MECHANICAL CONNECTION
T• � — — — —� ♦ — — �• � � ------ $6 AWG STRANDED & INSULATED v
(v•(IJ GROUND BUS BAR
/ - — - #2 AWG SOLID COPPER TINNED s h
BOND PROPOSED EQUIPMENT - -- O GROUND ROD •
PLATFORM TO PROPOSED GROUNDING _ _ _
- BUSS BAR INSULATOR wireless..
ELECTRODE SYSTEM (TYP OF (4)) i T �TLL, \\\ Ir BOND ICE BRIDGE
> 5701 SOUTH SANTA FE DRIVE
11
-\ •� SUPPORT POSTS TO LITTLETON, CO 80120
• GROUND RING BOND(s) GROUNDING LEGEND
(TYP ALL POSTS)
BOND H-FRAME POSTf-I�
TO UNISTRUT (TYP) a'"}'.I!JL EXISTING TOWER GROUND
��I L 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY.
ra-f
RING (FIELD VERIFY)
2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN AIYIGMCANTC"WR'
I 10 PRESIDENTIAL WAY r-��Ir��I+ t I 17I li IT IT COMPLIANCE WITH NEC SECTION 250 AND DISH Wireless L.L.C. GROUNDING AND BONDING 0 PRESIDENTIAL
01801
! T I REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS.
#2 AWG BURIED GROUND
RING 30" BELOW GRADE I ; I 3. ALL GROUND CONDUCTORS SHALL BE COPPER: NO ALUMINUM CONDUCTORS SHALL BE USED. B+T GRP
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TIGHT CONDUIT FROM 24" BELOW GRADE I ,I�i Ir','� �I GROUNDING KEY NOTES DRAWN BY: CHECKED BY:APPROVED BY:
TO WITHIN 3" TO 6" OF CAD-WELD
TERMINATION POINT. EXPOSED END OF I ,I'I" SM KJG CLG
THE LIQUID TIGHT CONDUIT MUST BE - *':-' ® EXTERIOR GROUND RING: #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW
SEALED WITH SILICONE CAULK. (TYP) rt / O GRADE, OR 6 INCHES BELOW THE FROST LINE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL RFDS REV #: 1.0
r' o OO
OR FOOTING.
UR = = - _ \ ° % CONSTRUCTION
OTOWER GROUND RING: THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN ANTENNA TOWER'S LEGS,
AND/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE TOWER AND THE DOCUMENTS
BUILDING, AT LEAST TWO BONDS SHALL BE MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE
BUILDING RING GROUND SYSTEM USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS.
SUBMITTALS
.— .— .—. —. --�..-- -- INTERIOR GROUND RING: #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR EXTENDED AROUND THE
EXISTING MONOPOLE TOWER O PERIMETER OF THE EQUIPMENT AREA. ALL NON-TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND REV DATE DESCRIPTION
WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH #6 AWG STRANDED GREEN A 12/10/21 ISSUED FOR REVIEW
BOND EQUIPMENT AS
INSULATED CONDUCTOR. 0 2/22/22 ISSUED FOR CONSTRUCTION
REQUIRED BY MANUFACTURER
I 6/10/22 ISSUED FOR CONSTRUCTION
PROPOSED EQUIPMENT GROUND RING TO EXISTING O BOND TO INTERIOR GROUND RING: #2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SHALL BE 2 6/15/22 ISSUED FOR CONSTRUCTION
_ { TOWER GROUND RING (TYP OF (2) TOTAL) PROVIDED AT LEAST BUILDING. AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED AT THE CORNERS OF THE
J B/2/22 ISSUED FOR CONSTRUCTION
GROUND ROD: UL LISTED COPPER CLAD STEEL. MINIMUM 1/2" DIAMETER BY EIGHT FEET LONG. GROUND
w TYPICAL EQUIPMENT GROUNDING PLAN FNO SCALE O RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF
Zvi i�;'aB n.ert;� � Tfy a r).^c, GROUND RING CONDUCTOR.
{ O CELL REFERENCE GROUND BAR POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT Al
,F��Pp`�;h_ FRAMES. ALL BONDS ARE MADE WITH #2 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULATED F N
J GL-Ji�a\' ' {' ?M1- D COPPER CONDUCTORS. BOND TO GROUND RING WITH 2 2 SOLID TINNED COPPER CONDUCTORS. ! O y
s� U1I ,0, Ew
( ) #
{ HATCH PLATE GROUND BAR• BOND TO THE INTERIOR GROUND RING WITH TWO #2 AWG STRANDED GREEN
DA E INSULATED COPPER CONDUCTORS. WHEN A HATCH-PLATE AND A CELL REFERENCE GROUND BAR ARE BOTH rq
�.�� `� 2Q�3 PROPOSED G PRESENT, THE CRGB MUST BE CONNECTED TO THE HATCH-PLATE AND TO THE INTERIOR GROUND RING Yd Q
BULKHEAD (TYP) I I USING (2) TWO #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH.
+{ EXISTING MAST PROPOSED 1 EXTERIOR CABLE ENTRY PORT GROUND BARS- LOCATED AT THE ENTRANCE TO THE CELL SITE BUILDING. BOND
y ANTENNA (TYP) O TO GROUND RING WITH A #2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND
tJ ROUND INSPECTION SLEEVE.
�.. { ADAPTER EMBER _
PROPOSED CANISTER I Oj TELCO GROUND BAR: BOND TO BOTH CELL REFERENCE GROUND BAR AND EXTERIOR GROUND RING.
STEALTH FRAME in A
OJ S NOT BONDINQ THE ISOLATED FROM BONDING
EQUIPMENTS FOR
METALTELECOM AME EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT p O
3/8" HEX OR �'!11!/JlF7l1!!?S'J/111L'flllkll/// l� FEcc
EXISTING MAST FLUSTER BOLT �7�7
INTERIOR UNIT BONDS: METAL LOCK WASHER O OF THE INTERIOR GROUND RING REQUIRE AA #65 O INDIVIDUAL METALLIC O T A AWGS RANDED GR EN INSULATED LOCATED
BOND TO THHE E
INTERIOR GROUND RING.
BUSGROUND
BUS BAR FLAT WASHER PDS ENGINEERING D.P.C.
OFENCE AND GATE GROUNDING• METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS CERT. #: 0103685
6"x2" GROUND BONDED TO THE EXTERIOR GROUND RING SHALL BE BONDED TO THE GROUND RING WITH A #2 AWG SOLID Expires 11/30/23
BUS BAR EXISTING MAST TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH
iTRGN'aQ1CA11dS11111WAiil\'1IE:ll( I I GATE POST AND ACROSS GATE OPENINGS. R IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
ROUND MEMBER O TEK O THIE EXTERIOR GROUMETND ALLIC
USING #2 EXTERNAL
OI OR D MOUNTED
O THE BUILDING, SHALL BE BONDED TO ALTER THIS DOCUMENT.
ADAPTER -� STAINLESS STEEL I NNED SOL COPPER A&E PROJECT NUMBER
HOSE CLAMP #2 AWG STRANDED
STAINLESS STEEL COPPER GREEN N ICE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH 2 AWG BARE
HOSE CLAMP (TOTAL
GROUND BUS BAR INSULATED (TYP) TINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED 159533.001
(TOTAL OF 1) GROUND RING.
DISH Wireless L.L.C.
DURING ALL DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS PROJECT INFORMATION
O
OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND NYNYCO2243B
INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS IT SHALL BE REQUIRED THAT SERVICE
CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE EQUIPPED WITH A MASTER DC SYSTEM RETURN GROUND 23300 MAIN ROAD
ANTENNA GROUNDING CONDUCTOR FROM THE DC POWER SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED TO THE CELL SITE
BUSS BAR PLAN BUSS BAR ELEVATION REFERENCE GROUND BAR ORIENT, NY 11957
ELEVATION
OTOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO PROPOSED ANTENNA MOUNT. SHEET TITLE
REFER TO DISH Wireless L.L.C. GROUNDING NOTES. GROUNDING PLAN ANDNOTES
SHEET NUMBER
G-1
TYPICAL ANTENNA GROUNDING DETAIL NO SCALE 2 GROUNDING KEY NOTES NO SCALE 3
NOTES
EQUIPMENT CABINET OMITTED FOR CLARITY d.* sh
wireless
5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
PROPOSED GPS UNIT
PROPOSED 200AMP
METER SOCKET PROPOSED RRH (TYP OF 6) AMiRICA1V 71DW6R'
10 PRESIDENTIAL WAY
WOBURN. MA 01801
I 8 B+T GRP
_ 171T5.BMLDER
illtl SUITE�00
I TULSA DK 74119
PROPOSED I PN(91 B)59T<fi3n
POWER �• III II I www.msm—
PROTECTIVE III (� ROVED BY:
CABINET — 11
' DRAWN K
-------- n ° / ° Ea SM KJG CLG
RFDS REV #: 1.0
1 r------�
II RESERVED II I I
\ — III SPACE FOR II / CONSTRUCTION
\ J III ADDITIONAL I I if-
DISCONNECT ! �o=--- ---' /
\ 1 IIIII \gym n nm � / DOCUMENTS
\ I III SAFETY
SWITCH. D #2 TINNED SOLID IN _
REQUIRED I — 1/2" MIN. LIQUID TIGHT — \ ® — SUBMITTALS
3 7
, r�?: „�' I CONDUIT FROM 24" .\\ I /
!�� �,�: �� y-J' I � I !`� BELOW GRADE TO WITHIN I I REV DATE DESCRIPTION
/ 3" TO 6" OF CAD-WELD \\ I I C A 12/10/21 ISSUED FOR REVIEW
1 \ \ TERMINATION POINT. \
�j EXPOSED END OF THE \\ \ I o 2/22/22 ISSUED FOR CONSTRUCTION
`1 - } .. �•� Ir-"„>j�ra r�l LIQUID TIGHT CONDUIT \
\ 0 0 1 6/10/22 ISSUED FOR CONSTRUCTION
MUST BE SEALED WITH �� - _ \ \ 1 1\ 1 1 1 2 6/15/22 ISSUED FOR CONSTRUCTION
SILICONE CAULK. (TYP) i ��
y }� ° \ 1 \\ 3 6/2/22 ISSUED FOR CONSTRUCTION
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NOT USED NO SCALE H-FRAME GROUNDING DETAIL NO SCALE 4 103685
pA�FESS
NOTES
#2 TINNED SOLID IN 3/4" MIN. LIQUID
TIGHT CONDUIT FROM 24" BELOW GRADE CABLE GROUNDING NOT REQUIRED WHEN
TO WITHIN 3" TO 6" OF CAD-WELD PIPE ANTENNA IS LESS THAN 10' FROM CABINET PDS ENGINEERING D.P.C.
TERMINATION POINT. EXPOSED END OF CERT. #: 0103686
THE LIQUID TIGHT CONDUIT MUST BE // Expires 11/30/23
SEALED WITH SILICONE CAULK. 1
IT IS A VIOLATION OF LAW FOR ANY PERSON,
GRADE PROPOSED GPS UNIT UNLESS TNEY ARE ACTING UNDER THE DIRECTION
tOF A OCENSED TO ALTER THSESDOCMENT.SIONAL GINEER,
PGROUND
PROPOSED POSTA&E PROJECT NUMBER
\ / #2 AWG GROUND
i I I CONDUCTOR TO GROUND 159533.001
PROPOSED GPS UNITMOUNT OR APPROVED PROPOSED PIPE CLAMPS DISH Wireless L.L.C.
EQUIVALENT PROJECT INFORMATION
NYNYCO2243B
CADWEL (TYP) J GROUND RING O 23300 MAIN ROAD
ORIENT, NY 11957
SHEET TITLE
TIE INTO EXISTING :O GROUNDING DETAILS
GROUND RING BASE CONNECTION 1/2" COAX CABLE 8°' PROPOSED
MINIMUM BENDING RADIUS ` GROUND RING SHEET NUMBER
}j 2 GROUNDPER CABLE MANUFACTURER'SSPECIFICATIONS G-/1)`TRANSITIONING GROUND DETAIL NO SCALE rj TYPICAL GPS UNIT GROUNDING NO SCALE 6 OUTDOOR CABINET GROUNDING NO SCALE 7
LOW BANDS AWS
HYBRID/DISCREET CABLES 3/4" TAPE WIDTHS WITH 3/4" SPACING — (N29)
OPTIONAL (N29) (N66+N70+H—BLOCK) d ..* sh
ORANGE PURPLE
+ SLAM SLAM + SLAMJE
+ ..`. ^" GAMMA RRH
LOW-BAND RRH PORT1PRT 2 PORf3 PORT 4 P SLANT P SLANf t SLANT JORANGE
� ��"ALPHA RRH111111111
e r ., BETA RRH, _(600 MHz N71 BASEBAND) + PORf 1PORi 2 PORT 3 PORf 4(850 MHz N26 BAND) + — — + SLANT — SLAM + SLANT — SLAM 5701 SOUTH SANTA FE DRIVE
(700 MHz N29 BAND) — OPTIONAL PER MARKET LITTLETON, CO 80120
ADD FREQUENCY COLOR TO SECTOR BAND RED RED RED BIAS BWE BWE GREEN GREEN GREEN GREENCBRS TECH NEGATIVE SLANT PORT
(CBRS WILL USE YELLOW BAND) (3 GHz) ON ANT/RRH
ORANGE ORANGE REDORANGE ORANGE BLUE ORANGE ORANGE GREEN GREEN YELLOW WHITEORANGE ORANGE ORANGE ORANGE- AM FW ft*10 PRESIDENTIAL WAY
WOBURN.MA 01801
—
ALPHA SECTOR BETA SECTOR GAMMA SECTOR r B+T GRP
sum
u 5.BOUIDEfl
SU LSA TE.
_ TU 01(74118
MID-BAND RRH REO - ->-'`.!BLUE GREEN - PH:(B1e)seT�
(AwS BANDS N66+N70) RW RED I
I
BLUE O
WE I
BWE GREEN GREEN GREEN CREEK - '
ADD FREQUENCY COLOR TO SECTOR BAND
DRAWN BY: CHECKED BY:APPROVED BY:
(CBRS WILL USE YELLOW BANDS) PURPLE PURPLE PURPLE BWE PURPLE PURPLE GREEN GREEN
SM KJG CLG
PURPLE _ PURPLE PURPLE COLOR IDENTIFIER NO SCALE REDS REV #: 1.0
CONSTRUCTION
DOCUMENTS
HYBRID/DISCREET CABLES EXAMPLE 1 EXAMPLE 2 EXAMPLE 3 CANISTER
COAX#1 COAX 02 SUBMITTALS
INCLUDE SECTOR BANDS BEING SUPPORTED (ALPHA) (ALPHA) REV DATE DESCRIPTION
ALONG WITH FREQUENCY BANDS.
A 12/10/21 ISSUED FOR REVIEW
EXAMPLE 1 — HYBRID, OR DISCREET, SUPPORTS RED RED 11
ED �D O 2/22/22 ISSUED FOR CONSTRUCTION
ALL SECTORS. BOTH LOW—BANDS AND
MID—BANDS. BWE?_ BWE;?, 1 6/10/22 ISSUED FOR CONSTRUCTION
EXAMPLE 2 - HYBRID, OR DISCREET, SUPPORTS GREEN, GREEN" RED 2 6/15/22 ISSUED FOR CONSTRUCTION
CBRS ONLY, ALL SECTORS. 3 8/2/22 ISSUED FOR CONSTRUCTION
EXAMPLE 3 - MAIN COAX WITH GROUND ORANGE, YELLOW
MOUNTED RRHs
PURPLE
FIBER JUMPERS TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH of NEW
LOW-BAND HHR FIBER CABLES HAVE SECTOR tt -,Re,
STRIPE ONLY. Rm RED BLUE BLUE'II GRt:EN, GREEN ��►r` ��� S��o
ORW E. PURPI:E ORANGE. PURPLE
POWER CABLES TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAWD RRH LOW BAND RRH MID BAND RRH `G
r
LOW-BAND RRH POWER CABLES HAVE SECTOR �
STRIPE ONLY RED RED BLUE BLUE GREEN ;GREEN
ORANGE PURPLE ORANGE PURPLE ORANGE PURPLE NOT USED NO SCALE
3 �Ossa�
AR'OFESS
RET MOTORS AT ANTENNAS ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1
MID BAND LOW BAND MID BAND LOW BAND MID BAND LOW BAND
RET CONTROL IS HANDLED BY THE MID-BAND IN IN IN IN IN IN
RRH WHEN ONE SET OF RET PORTS EXIST ON PDS ENGINEERING D.P.C.
ANTENNA. _ - ---_
--- -p----�- CERT. (J: 0103685
SEPARATE RET CABLES ARE USED WHENt+ ' i ;.,L= r, I Expires 11/30/23
ANTENNA PORTS PROVIDE INPUTS FOR BOTH RED RED BLUE BLUE, .GREEN JGREFN `;�,` 1i c !(��/71t'�`•'; 1
LOW AND MID BANDS. u"'-IJ L! 13�'i'l<.:-��f 1'z L'��,..}-`� 3`Y� j IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
PURPLE ORANGE PURPLE ORANGE PURPLE
< OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
F La I
�'�1 j�'� I A1 G v�,.eTl Fr �i''��g k[p
A&E PROJECT NUMBER
MICROWAVE RADIO LINKS FORWARD AZIMUTH OF 0-120 DEGREES FORWARD AZIMUTH OF 120-240 DEGREES FORWARD AZIMUTH OF 240-359 DEGREES _
f ,. E a 159533.001
PRIMARY SECONDARY PRIMARY SECONDARY PRIMARY SECONDARY tri• Iff •t� C r�F IC 1 U 1 Ii,-
�' w �v - L_:_�
LINKS WILL HAVE A COLOR
INCH WHITE WRAP DISH Wireless L.L.C.
WITH THE AZIMUTH COLOR OVERLAPPING IN THE v I PROJECT INFORMATION
MIDDLE. WHITE WHITE WHffE WHITE WHITE WHITE A h E ['��( r L O
ADD ADDITIONAL SECTOR COLOR BANDS FOR 1 (YL I�rs/� '(�J- NYNYCO2243B
EACH ADDITIONAL MW RADIO. RED REp BLUE BLUE; GREEN GREEN.
MICROWAVE CABLES WILL REQUIRE P-TOUCH WHffE WHITE WHffE WHITE WHRE WHITE - - - - -- -- --- -- -- 23300 MAIN ROAD
LABELS INSIDE THE CABINET TO IDENTIFY THE RED BLUEu_, GREEN I ORIENT, NY 1 1957
LOCAL AND REMOTE SITE ID's.
WHITE WHITE WHITE 1
- � SHEET TITLE
RF CABLE COLOR CODES
SHEET NUMBER
RF-1
RF CABLE COLOR CODES NO SCALE NOT USED NO SCALE 4
EXOTHERMIC CONNECTION AB ANCHOR BOLT IN INCH
ABV ABOVE INT INTERIOR d..* sh
MECHANICAL CONNECTION ■ AC ALTERNATING CURRENT LB(S) POUND(S)
ADDL ADDITIONAL LF LINEAR FEET
BUSS BAR INSULATOR AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION
CHEMICAL ELECTROLYTIC GROUNDING SYSTEM e AFG ABOVE FINISHED GRADE MAS MASONRY
TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM gT AGL ABOVE GROUND LEVEL MAX MAXIMUM wireless°
AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT
EXOTHERMIC WITH INSPECTION SLEEVE Q ALUM ALUMINUM
MECH MECHANICAL 5701 SOUTH SANTA FE DRIVE
GROUNDING BAR ALT ALTERNATE MFR MANUFACTURER LITTLETON, CO 80120
ANT ANTENNA MGB MASTER GROUND BAR
GROUND ROD II� APPROX APPROXIMATE MIN MINIMUM
TEST GROUND ROD WITH INSPECTION SLEEVE II�T ARCH ARCHITECTURAL MISC MISCELLANEOUS
ATS AUTOMATIC TRANSFER SWITCH MTL METAL
SINGLE POLE SWITCH AWG AMERICAN WIRE GAUGE J 10 PRESIDENTIAL
A aL70WER'
$ MTS MANUAL TRANSFER SWITCH
WAY
BATT BATTERY MW MICROWAVE WOBURN.MA 01801
DUPLEX RECEPTACLE BLDG BUILDING NEC NATIONAL ELECTRIC CODE
BLK BLOCK NM NEWTON METERS
BLKG BLOCKING B+T GRP
NO. NUMBER 1717 S.BMWER
DUPLEX GFCI RECEPTACLE BM BEAM SUITe
IF
NUMBER TULSA,oN Tn1e
BTC BARE TINNED COPPER CONDUCTOR PH:t9181 537' 0
r , NTS NOT TO SCALE btBP
FLUORESCENT LIGHTING FIXTURE I F I BOF BOTTOM OF FOOTING OC ON-CENTER
DRAWN BY: CHECK D BY:APPROVED BY:
(2) TWO LAMPS 48-T8 L—————J CAB CABINET
OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
SD CANT CANTILEVERED OPNG OPENING SM KJG CLG
SMOKE DETECTION (DC) CHG CHARGING P/C PRECAST CONCRETE
RFDS REV : 1.0
CLG CEILING EMERGENCY LIGHTING (DC) C PCs PERSONAL COMMUNICATION SERVICES
COOL I CLEAR COLUMN PCU PRIMARY CONTROL UNIT
PRC PRIMARY RADIO CABINET CONSTRUCTION
SECURITY LIGHT W/PHOTOCELL LITHONIA ALXW COMM COMMON Pp POLARIZING PRESERVING DOCUMENTS
LED-1-25A400/51K—SR4-120—PE—DDBTXD CONC CONCRETE
PSF POUNDS PER SQUARE FOOT
CHAIN LINK FENCE x x x x CONSTR CONSTRUCTION PSI POUNDS PER SQUARE INCH SUBMITTALS
DBL DOUBLE PT PRESSURE TREATED REV DATE DESCRIPTION
WOOD/WROUGHT IRON FENCE DC DIRECT CURRENT
WALL STRUCTURE DEPT DEPARTMENT PWR POWER CABINET A 2/22/21 ISSUED FOR REVIEW
OF DOUGLAS FIR QTY QUANTITY 0 2/22/22 ISSUED FOR CONSTRUCTION
LEASE AREA — — — — — — — — — — — — — RAO RADIUS 1 6/10/22 ISSUED FOR CONSTRUCTION
DIA DIAMETER
P RECT RECTIFIER 2 s/2/22 ISSUED FOR CONSTRUCTION
PROPERTY LINE - - - - - - DIAG DIAGONAL
( ) REF REFERENCE a e/ 22 ISSUED FOR CONSTRUCTION
DIM DIMENSION REINF REINFORCEMENT
SETBACKS ------- DWG DRAWING
ICE BRIDGE DWL DOWEL REQ'D REQUIRED
EA EACH RET REMOTE ELECTRIC TILT
CABLE TRAY EC ELECTRICAL CONDUCTOR RF RADIO FREQUENCY
WATER LINE W W W W W EL. ELEVATION
RMC RIGID METALLIC CONDUIT O� NIF E RRH REMOTE RADIO HEAD
UNDERGROUND POWER UGP UGP UGP UGP UGP
EMTMT ELECTRICAL RRU REMOTE RADIO UNIT ELECTRICAL METALLIC TUBING RWY RACEWAY
UNDERGROUND TELCO UGT — UGT — UGT — UGT — UGT ENG ENGINEER p�
EQ EQUAL SCH SCHEDULE co
OVERHEAD POWER OHP OHP OHP OHP SHT SHEET
EXP EXPANSION
OVERHEAD TELCO OHT OHr OHT OHT EXT EXTERIOR SIAD SMART INTEGRATED ACCESS DEVICE
EW EACH WAY SIM SIMILAR OF1"
UNDERGROUND TELCO/POWER — UGT/P — UGT/P — UGT/P — UGT/P FAB FABRICATION SPEC SPECIFICATION
ABOVE GROUND POWER —AGP —AGP —AGP —AGP —AGP FF FINISH FLOOR SQ SQUARE
SS STAINLESS STEEL
FG FINISH GRADE 103686 a
ABOVE GROUND TELCO —AGT —AGT —AGT —AGT —AGT STD STANDARD p
FIF FACILITY INTERFACE FRAME
ABOVE GROUND TELCO/POWER —AGT/P —AGT/P —AGT/P —AGT/P — FIN FINISH(ED) STL STEEL 19��ESS
TEMP TEMPORARY �7
WORKPOINT W.P. FLR FLOOR THK THICKNESS
FDN FOUNDATION
TMA TOWER MOUNTED AMPLIFIER
SECTION REFERENCE x% FOC FACE OF CONCRETE
%-% FOM FACE OF MASONRY TN TOE NAIL $��"-"� PDS ENGINEERING D.P.C.
FOS FACE OF STUD TOA TOP OF ANTENNA (11 }�'• C-T,� r i?t4 r 'f� N, 'T' 'S? y Expires t /30/23
DETAIL REFERENCE xx I(? !a �1 ' 4 (I-` �'`7 LI
x-x FOW FACE OF WALL TOC TOP OF CURB �(I � f'�z��� �liNft- „f u
TOF TOP OF FOUNDATION R IS A VIOLATION OF LAW FOR ANY PERSON,
FS FINISH SURFACE UNLESS THEY ARE ACTING UNDER THE DIRECTION
�+ OF A LICENSED PROFESSIONAL ENGINEER,
FT FOOT TOP TOP OF PLATE (PARAPET) ; rif'j IS ti� �4I;� (;�'"•, ; I TO ALTER THIS DOCUMENT.
FTG FOOTING TOS TOP OF STEEL I
TOW TOP OF WALL A&E PROJECT NUMBER
GA GAUGE
GEN GENERATOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION
159533.001
GFCI GROUND FAULT CIRCUIT INTERRUPTER TYP TYPICAL 11
GLB GLUE LAMINATED BEAM UG UNDERGROUND i DISH Wireless L.L.C.
la ^ # PROJECT INFORMATION
'
GLV GALVANIZED UL UNDERWRITERS LABORATORY r� U�3 i
GPS GLOBAL POSITIONING SYSTEM UNO UNLESS NOTED OTHERWISE _-____ _�e '• NYNYCO22439
UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM ° 23300 MAIN ROAD
GSM GLOBAL SYSTEM FOR MOBILE GND GROUND UPS UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT) ORIENT, NY 11957
HDG HOT DIPPED GALVANIZED VIF VERIFIED IN FIELD 1
HDR HEADER W WIDE - - - SHEET TITLE
HGR HANGER W/ WITH LEGEND AND
HVAC HEAT/VENTILATION/AIR CONDITIONING WD WOOD ABBREVIATIONS
HT HEIGHT WP WEATHERPROOF
SHEET NUMBER
IGR INTERIOR GROUND RING WIT WEIGHT
GN-1
LEGEND ABBREVIATIONS
EXTERNAL - CLOSED BARREL, FOR ALL BLACK HEAT CONDUCTOR INSULATION TO EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO •
1. EXOTHERMIC WELD (2) TWO, (/2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND TOOTHED EXTERIOR TWO—HOLE SHRINK UV BUTT UP AGAINST THE TOOTHED BARREL, REQUIRED FOR SHRINK BUTT UP AGAINST THE
BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC CONNECTORS RATED CONNECTOR BARREL ALL INTERIOR TWO—HOLE CONNECTOR BARREL
WELD. CONNECTORS
3/8" DIA x1 1/2" 3/8" CIA x1 1/2"
2. ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER.
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ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH •
AN ANTI—OXIDANT COMPOUND BEFORE MATING. S/S NUT S/S NUT wireless..
3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN ANTI—OXIDANT COMPOUND 5701 SOUTH SANTA FE DRIVE
BEFORE MATING. S/S LOCK S/S LOCK LITTLETON. CO 80120
WASHER WASHER
4. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR ——— ___ _
DOWN TO GROUNDING BUS.
S/S FLAT 1111� ------ 5/S FLAT JJff�
5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON WASHER WASHER
THE BACK SIDE. --- ------- --- -------
TINNED COPPER TINNED COPPER
D A
GROUNDING BAR GROUNDING BAR --- ------- AMERICAN TOWER'
6. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. S/S FLAT --- ------- S/S FLAT 10 PRESIDENTIAL WAY
WASHER 111f1� WASHER 11111� wOBURN.MA 01801
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS
REQUIRED.
B. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL (NO SHINERS). S/S BOLT S/S BOLT B+T GRP
(1 OF 2) (1 DF 2) 1717 S.80ULOER
TULSq
TV TE 3 Cx T0118
1/16" MINIMUM SPACING 1/16" MINIMUM SPACING a11a,—
DRAWN BY: CHECKED BY:APPROVED BY:
SM KJG CLG
TYPICAL GROUNDING NOTES NO SCALE TYPICAL EXTERIOR TWO HOLE LUG NO SCALE 2 TYPICAL INTERIOR TWO HOLE LUG NO SCALE 3 RFDS REV y: 1.0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
NOTE: MINIMUM OF 3 THREADS S/S BOLT (TYP) REV DATE DESCRIPTION
TO BE VISIBLE (TYP) S/S SPLIT WASHER (TYP) A 12/10/21 ISSUED FOR REVIEW
S/S FLAT WASHER (TYP) 0 2/22/22 ISSUED FOR CONSTRUCTION
1 6/10/22 ISSUED FOR CONSTRUCTION
2 6/15/22 ISSUED FOR CONSTRUCTION
2 HOLE LONG BARREL 3 8/2/22 ISSUED FOR CONSTRUCTION
TINNED SOLID COPPER
LUG (TYP)
S/S FLAT WASHER (TYP)
TIN COATED SOLID
COPPER BUS BAR S/S NUT (TYP)
CHERRY INSULATOR O� ReL*
- INSTALLED IF REQUIRED
coE__] Ir
r
6 �ossa5 ��
LUG DETAIL NO SCALE 4 NOT USED NO SCALE 5 NOT USED NO SCALE A
10
A�FESS
PDS ENGINEERING D.P.C.
CERT. #: 0103685
Expires 11/30/23
77 1��;�t:_ �.5 tY _ - ..3 ) R IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
n TO ALTER THIS DOCUMENT.
A&E PROJECT NUMBER
t 159533.001
i
I-VC1V U , .9G&,.zGv�1�.y�I..,j!� DISH Wireless L.L.C.
3------ — - _ _ PROJECT INFORMATION
z - r NYNYCO2243B
i 2,o2_3 23300 MAIN ROAD
- ORIENT, NY11957
TITLE
SHEET TITLE
Pi GROUNDING DETAILS
SHEET NUMBER
G-3
NOT USED NO SCALE 7 NOT USED NO SCALE 8 NOT USED NO SCALE 9
SITE ACTIVITY REQUIREMENTS: GENERAL NOTES: •
1. NOTICE TO PROCEED - NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEIVING A WRITTEN NOTICE TO PROCEED 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: w
(NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION w
L.L.C. AND TOWER OWNER NOC & THE DISH Wireless L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER.
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2. "LOOK UP" - DISH Wireless L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: CARRIER:DISH Wireless L.L.C.
THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES TOWER OWNER:TOWER OWNER wireless.
OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY 5701 SOUTH SANTA FE DRIVE
NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON
EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE LITTLETON, CO 80120
THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE
ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY
ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED
CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR DISH Wireless L.L.C. AND DISH Wireless L.L.C. AND TOWER OWNER POC STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. A&
OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. qM ,ER�CgW Y1 i•
3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF 0 PRESIDENTIAL AL WAY
3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES, BUT CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, WOBURN,MA 01801
IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND
AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, FORMWORK, SHORING, ETC. �� B+T GRP
JURISDICTIONAL REQUIREMENTS. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL 111T9.B OER
GR
OBSERVATION OF THE FINISHED STRUCTURE ONLY. sulm-,
4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING TutsA.-ra119
PH:(918)68]m
PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. m9m�m
THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN DRAWN BY: CHECKED BY:APPROVED BY:
AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE
PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND DISH Wireless L.L.C. AND TOWER OWNER STANDARDS, INCLUDING GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF SM KJG CLG
THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN RECORD.
RFDS REV #: 1.0
ACCORDANCE WITH ANSI/TIA-322 (LATEST EDITION). 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST
5. ALL SITE WORK TO COMPLY WITH DISH Wireless L.L.C. AND TOWER OWNER INSTALLATION STANDARDS FOR CONSTRUCTION IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCTION
ACTIVITIES ON DISH Wireless L.L.C. AND TOWER OWNER TOWER SITE AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD FOR FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO
INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE DOCUMENTS
DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS
6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE POSSIBLE. SUBMITTALS
AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless L.L.C. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE REV DATE DESCRIPTION
CHANGE OF INSTALLATION. EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY A 12/10/21 ISSUED FOR REVIEW
7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN*STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. 0 2/22/22 ISSUED FOR CONSTRUCTION
AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, 1 6/10/22 ISSUED FOR CONSTRUCTION
REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS 2 6/15/22 ISSUED FOR CONSTRUCTION
OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, 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 3 8/2/22 ISSUED FOR CONSTRUCTION
ORDINANCES AND APPLICABLE REGULATIONS. OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,
S. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS ORDINANCES AND APPLICABLE REGULATIONS.
UNLESS SPECIFICALLY STATED OTHERWISE. 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR
9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. A'
OF CONSTRUCTION. 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS ` Of Ne y
10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE UNLESS SPECIFICALLY STATED OTHERWISE. S/
PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY Q� ��� is O
CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE (`
UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE Co Q
FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY OF INSTALLATION.
117
PROCEDURES. 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 r
11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, DRAWINGS. Cr9
LATEST APPROVED REVISION.
12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY
THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF DISH Wireless L.L.C. AND TOWER OWNER �03685 a
DISPOSED OF LEGALLY. 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS pRI --ss
13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION.
WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY
THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless L.L.C. AND TOWER OWNER, AND/OR LOCAL UTILITIES. BASIS.
PD5 ENGINEERING D.P.C.
14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE CERT. b: 0103685
REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. Expires 11/30/23
15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. _____ _� UNLESSATHEY ARENACTIING UNDER THE D ANY IRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
16. THE SUB GRADE'SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE 3 �, ,1_ f.� TO ALTER THIS DOCUMENT.
� J i..._.," -�:!;st it"v.�e �i` iLn�')�''..?
APPLICATION. �-U ;� �'"a�✓ � aim(�J )f A&E PROJECT NUMBER
17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR _ 159533.001
DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION .r >RL:RK ,
DRAWINGS AND/OR PROJECT SPECIFICATIONS. IS DH Wireless L.L.C.
PROJECT INFORMATION
18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF a,-+� e.� s lof mot" l;a 9IK j 11}1 ! NYNYCO2243B
REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. a - i
DAMAGED
ORIENT, NY 11957
DATE 23300 MAIN ROAD
THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY � � ^ F �^ �
DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. � LU 5
20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS Ir -
SHEET TITLE
REMOVED FROM THE EXISTING FACILITY. ANTENNAS AND RADIOS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED GENERAL NOTES
LOCATION.
21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY - _ SHEET NUMBER
BASIS.
22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT GN-Z
BE PLACED IN ANY FILL OR EMBANKMENT.
M
CONCRETE. FOUNDATIONS, AND REINFORCING STEEL: 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. .
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE r
AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. GRADE PVC CONDUIT.
2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000
18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION
psf. OCCURS OR FLEXIBILITY IS NEEDED. d s h
3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NOTED OTHERWISE. NO 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET Wlre�ess_
MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. SCREW FITTINGS ARE NOT ACCEPTABLE. 5701 SOUTH SANTA FE DRIVE
TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90'f AT TIME OF PLACEMENT. LITTLETON, CO 80120
4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE
NEC.
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. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS
5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL (WIREMOLD SPECMATE WIREWAY). AIM6R1CAW71DYVER•
SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, 22• SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). 10 PRESIDENTIAL WAY
UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE WOPRESI 01801
#4 BARS AND SMALLER 40 ksi 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 B+T GRP
S.#5 BARS AND LARGER 60 ksi ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE SUITE oo neR
TULSA,OK T4118
MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR PH:(SI.)S
6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT `°'"°bg,-
DRAWINGS: FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED
DRAWN BY: CHECKED BY:APPROVED BY:
• CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE.
24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET SM KJG CLG
• CONCRETE EXPOSED TO EARTH OR WEATHER: STEEL. SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR RFDS REV #: 1.0
• #6 BARS AND LARGER 2" EXTERIOR LOCATIONS.
• #5 BARS AND SMALLER 1-1/2" 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET OR CONSTRUCTION
• CONCRETE NOT EXPOSED TO EARTH OR WEATHER: EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR DOCUMENTS
BETTER) FOR EXTERIOR LOCATIONS.
• SLAB AND WALLS 3/4" 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED SUBMITTALS
BEAMS AND COLUMNS 1-1/2" NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. REV DATE DESCRIPTION
A 12/10/21 ISSUED FOR REVIEW
7. A TOOLED EDGE OR A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR DISH Wireless L.L.C. AND 0 2/22/22 ISSUED FOR CONSTRUCTION
IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 1 6/10/22 ISSUED FOR CONSTRUCTION
28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE 2 6/15/22 ISSUED FOR CONSTRUCTION
WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. 3 6/2/22 ISSUED FOR CONSTRUCTION
ELECTRICAL INSTALLATION NOTES:
1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE 29• INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "DISH Wireless L.L.C.".
FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED.
2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED NA,
AND TRIP HAZARDS ARE ELIMINATED. t! OF F���/
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 co Q�
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. 1036 J a�
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 pR��ESS
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 PDS ENGINEERING D.P.C.
ID'S). CERT. #: 0103685
Expires 11/30/23
7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. IT IS A VIOLATION OF LAW FOR ANY PERSON,
8. TIE WRAPS ARE NOT ALLOWED. UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
- --=.zme=--- - ---_ --art --- TO ALTER THIS DOCUMENT.
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. /a1 phi";" 1 �`;)``{; y^ i 'jf A&E PROJECT NUMBER
L ! L�f 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH 159533.001
TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. t '"jv"wI 9:; 3 ,0 ;•qL DISH Wireless L.L.C.
11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS p PROJECT INFORMATION
OTHERWISE SPECIFIED. 71 {h�fl E'�_g 1
23300 MAIN ROAD
� #,#r NYNYCO22438
(1-jr-
E '
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. _ ORIENT, NY 11957
13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND � F,,o-b SHEET TITLE
BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75- C (90- C IF AVAILABLE). ss GENERAL NOTES
14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND
NEC.
1 SHEET NUMBER
15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR
EXPOSED INDOOR LOCATIONS. _ GN-3
GROUNDING NOTES:
1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GES'S) SHALL STRUCTURAL STEEL NOTES:
BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND
2. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR ERECTION OF STRUCTURAL STEEL FOR BUILDINGS."
GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO 2. STRUCTURAL STEEL ROLLED SHAPES, PLATES AND BARS SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS: d..* sh
ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. Wireless.
3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO A. ASTM A-572, GRADE 50 - ALL W SHAPES, UNLESS NOTED OR A992 OTHERWISE
PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. 5701 SOUTH
B. ASTM A-36 - ALL OTHER ROLLED SHAPES, PLATES AND BARS UNLESS NOTED OTHERWISE. UTTLETON, COC TA FE DRIVE
80120
4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY C. ASTM A-SOOT GRADE B - HSS SECTION (SQUARE, RECTANGULAR, AND ROUND)
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 D. ASTM A-325, TYPE SC OR N - ALL BOLTS FOR CONNECTING STRUCTURAL MEMBERS
WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. E. ASTM F-1554 07 - ALL ANCHOR BOLTS, UNLESS NOTED OTHERWISE AMERICAtV TOWER'
10 PRESIDENTIAL WAY
6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL 3. ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION PER ASTM A123. EXPOSED WOBURN,MA 01801
EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. STEEL HARDWARE AND ANCHOR BOLTS SHALL BE GALVANIZED PER ASTM A153 OR B695.
B+T GRP
7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE 4. ALL FIELD CUT SURFACES, FIELD DRILLED HOLES AND GROUND SURFACES WHERE EXISTING PAINT OR GALVANIZATION REMOVAL WAS 1717B.13WLDER
OF THE GROUND BUS ARE PERMITTED. REQUIRED SHALL BE REPAIRED WITH (2) BRUSHED COATS OF ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND sins=Talls
MANUFACTURER'S RECOMMENDATIONS. °M,'�18)5874 0
8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED '�g"...
COPPER UNLESS OTHERWISE INDICATED. 5. DO NOT DRILL HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND DETAILED ON STRUCTURAL DRAWINGS. DRAWN BY: CHECKED BY:APPROVED BY:
9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 6. CONNECTIONS: SM KJG CLG
10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY A. ALL WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS AND CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE REDS REV #: 1.0
SUPPORTED. AWS WELDING CODE D1.1.
11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. CONSTRUCTION
B. ALL WELDS SHALL BE INSPECTED VISUALLY. 25% OF WELDS SHALL BE INSPECTED WITH DYE PENETRANT OR MAGNETIC PARTICLE TO
12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. MEET THE ACCEPTANCE CRITERIA OF AWS D1.1. REPAIR ALL WELDS AS NECESSARY. DOCUMENTS
13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. C. INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR. SUBMITTALS
14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND D. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE BURNING/WELDING PERMITS AS REQUIRED BY LOCAL GOVERNING AUTHORITY REV DATE DESCRIPTION
BAR. AND IF REQUIRED SHALL HAVE FIRE DEPARTMENT DETAIL FOR ANY WELDING ACTIVITY. A 12/10/21 ISSUED FOR REVIEW
15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND o 2/22/22 ISSUED FOR CONSTRUCTION
CONNECTIONS. E. ALL ELECTRODES TO BE LOW HYDROGEN, MATCHING FILLER METAL, PER AWS D1.1, UNLESS NOTED OTHERWISE. 6/10/22 ISSUED FOR CONSTRUCTION
16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. F. MINIMUM WELD SIZE TO BE 0.1875 INCH FILLET WELDS, UNLESS NOTED OTHERWISE. 2 6/15/22 ISSUED FOR CONSTRUCTION
3 8/2/22 ISSUED FOR CONSTRUCTION
17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND G. PRIOR TO FIELD WELDING GALVANIZING MATERIAL, CONTRACTOR SHALL GRIND OFF GALVANIZING 1/2"BEYOND ALL FIELD WELD SURFACES.
RING, IN ACCORDANCE WITH THE NEC. AFTER WELD AND WELD INSPECTION IS COMPLETE, REPAIR ALL GROUND AND WELDED SURFACES WITH ZRC GALVILITE COLD GALVANIZING
18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND COMPOUND PER ASTM A780 AND MANUFACTURERS RECOMMENDATIONS.
CONDUCTOR. H. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE REQUIRED DURING CONSTRUCTION UNTIL ALL
19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED CONNECTIONS ARE COMPLETE. !! of Re
THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR I. ANY FIELD CHANGES OR SUBSTITUTIONS SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER, AND DISH WIRELESS L.L.C. PROJECT �y
SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL MANAGER IN WRITING
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. c e
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 103686 a�
SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO
A
THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE R�FESS
(FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES.
PDS ENGINEERING D.P.C.
CERT. #: 0103685
Expires 11/30/23
R IS A VIOLATION OF LAW FOR ANY PERSON,
"'-z" UNLESS THEY ARE ACTING UNDER THE DIRECTION
,Jr % OF A LICENSED PROFESSIONAL ENGINEER,
I
L c�- g �I I TO ALTER THIS DOCUMENT.
(air•p2. •fi fir^ A&E PROJECT NUMBER
• 159533.001
tiJ'1 DISH Wireless L.L.C.
_ `� 6 ° "•-" PROJECT INFORMATION
NYNYCO2243B
f ARt F U 3 23300 MAIN ROAD
= - ORIENT, 11957
TITLE
I SHEET TITLE
GENERAL NOTES
I �R SHEET NUMBER
GN-4
OFFICE LOCATION: MAILING ADDRESS:
Town Hall Annex ®F 5®(/ P.O. Box 1179
54375 State'Route 25 ®�� ��®� Southold,NY 11971,
(cor. Main Rd. &Youngs Ave.)
Southold, NY �g Telephone: 631 765-1938
www.southoldtownny.gov
couffm
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
February 6, 2023
Patrick O'Rourke
c/o Dish Wireless
Centerline Communications LLC
5550 Merrick Road, Suite 302
Massapequa, NY 11758
Re: SEQRA Classification, Determination, &Approval:
DISH Wireless Co-location at Orient Fire District
Located at 23300 Route 25, Orient
SCTM# 18.-5-13.8 'Zoning District: R-80
Dear Mr. O'Rourke:
The following resolutions were adopted at a meeting of the Southold Town Planning
Board on Monday, February 6, 2023:
WHEREAS, this amended wireless communication facility application is for a proposed
Dish Wireless colocation at 66' a.g.l. on an approved existing 100' tall stealth canister
tower, and the addition of associated ground equipment within a 35 sq. ft. leased area.
There are three other existing carriers, AT&T, Verizon, &T-Mobile, at various heights on
the cell tower with associated ground equipment, as well as existing fire department
buildings, all located on 4.36 acres in the R-80 Zoning District; and
WHEREAS, on April 22, 2022, Patrick O'Rourke, authorized agent, submitted a Building
Permit application to the Building Department; and
WHEREAS, on April 26, 2022, Patrick O'Rourke, authorized agent, pursuant to 280-
74A(4) of the Town Code, submitted a check in the amount of$4,000 into an escrow
account with the Town Comptroller's Office to cover the cost of the Technical
Consultant's Review; and
WHEREAS, on April 27, 2022, the Planning Board authorized CityScape Consultants to
proceed with the work as outlined in the agreement; and
WHEREAS, on December 6, 2022, Patrick O'Rourke, authorized agent, submitted a site
plan application for review; and
Southold Town Planning Board P a g e 12 February 7,2023
WHEREAS, at a Work Session on January 23, 2023, the Planning Board accepted the
application as-complete for review; and
WHEREAS, on January 23, 2023, pursuant to Southold Town Code 280-131(H), the
Southold Town Planning Board agreed to waive the requirement for a public hearing J
regarding this amended application which involves a wireless colocation on an
approved existing monopole with no height increase and minimal ground equipment;
and
WHEREAS, at a Work Session held on January 23, 2023, the Planning Board reviewed
the report issued by Cityscape Consultants on August 24, 2022; and, determined that
the action falls within the FCC regulations of the Middle-Class Tax Relief and Job
Creation Act of 2012. Therefore, it is recommended for approval with the understanding
that the proposed cable (see Conditions below) will be installed inside the monopole
shaft; and
WHEREAS, the Southold Town Planning Board, pursuant to State Environmental
Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed
action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action,
nor does it meet any of the criteria on the Type II list of actions; and
WHEREAS, the Planning Board performed an uncoordinated review of this Unlisted
Action pursuant to 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality
Review Act (SEQRA); and
WHEREAS, at a Work Session held on January 23, 2023, the Planning Board found
that all applicable requirements of the Site Plan Regulations, Article XXIV, 280 — Site
Plan Approval of the Town of Southold, have been met; be it therefore
RESOLVED, that the Southold Town Planning Board hereby classifies this as an
Unlisted Action under SEQRA as described above; and be it further
RESOLVED, that the Southold Town Planning Board, pursuant to the State
Environmental Quality Review Act, makes a determination of non-significance and
grants a Negative Declaration; and be it further
RESOLVED, that the Southold Town Planning Board Grants Approval to the site plan
entitled "DISH Wireless Site ID: NYNYCO2243B", prepared by Peter D. Smith, Licensed
Professional Engineer, dated December 10, 2021 and last revised August 2, 2022; and
authorizes the Chairman to endorse the Site Plan with the following conditions:
Southold Town Planning Board P a g e 13 February 7,2023
Conditions:
1. Construction plans submitted for the building permit must be corrected to
show the following:
a. Cables from the DISH antennas to the ground equipment be mounted
inside the pole.
b. The height of the monopole is 100'.
2. No exterior lights were reviewed or approved in connection with this site plan.
Any exterior lights on or around the outside of this area must be reviewed and
approved by the Planning Board and must meet Town Code §172 Lighting.
3. All of Applicant's feed lines/cables shall be installed inside the monopole
structure.
4. All ports shall remain sufficiently sealed to prevent access by birds and other
wildlife.
5. The facility shall remain secured and protected from unauthorized personnel.
6. Approved Site Plans are valid for eighteen months from the date of approval,
within which time all proposed work must be completed, unless the Planning
Board grants an extension.
7. Any changes from the Approved Site Plan shall require Planning Board
approval.
8. Prior to the issuance of a Certificate of Occupancy, the Planning Board must
inspect the site to ensure it is in conformity with the Approved Site Plan and
the conditions above, and issue a final site inspection approval letter. Should
the site be found not in conformance with the Approved Site Plan, no
Certificate of Occupancy may be issued unless the Planning Board approves
the changes.
A copy of the Approved Site Plan is enclosed for your records. One copy will also be
sent to the Building Department and the Town Engineer/Highway Department.
If you have any questions regarding the above, please contact this office.
ectfu11
Donald
enski, Chairman
Encl.
cc: Michael Verity, Chief Building Inspector, with map