HomeMy WebLinkAboutDISH_MIMIA00633A_5100_13726846_AE(CD)_Rev1wirelessTm
DISH Wireless L.L.C. SITE ID:
M I M IA00033A
DISH Wireless L.L.C. SITE ADDRESS:
5090 ENVIRONMENT DR.
FORT PIERCE, FL 34931
FLORIDA CODE OF COMPLIANCE
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF
THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO
BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES
CODE TYPE CODE
BUILDING 2020 FLORIDA BUILDING CODE 7TH EDITION/2018 IBC
MECHANICAL 2020 FLORIDA BUILDING CODE 7TH EDITION/2018 IMC
ELECTRICAL 2020 FLORIDA BUILDING CODE 7TH EDITION/2017 NEC
SHEETINDEX
SHEET NO.
SHEET TITLE
T-1
TITLE SHEET
LS-1
SITE SURVEY
A-1
OVERALL AND ENLARGED SITE PLAN
A-2
ELEVATION, ANTENNA LAYOUT AND SCHEDULE
A-3
EQUIPMENT PLATFORM AND H—FRAME DETAILS
A-4
EQUIPMENT DETAILS
A-5
EQUIPMENT DETAILS
A-6
EQUIPMENT DETAILS
E-1
ELECTRICAL/FIBER ROUTE PLAN AND NOTES
E-2
ELECTRICAL DETAILS
E-3
ELECTRICAL ONE —LINE, FAULT CALCS & PANEL SCHEDULE
E-4
CABINET SPEC SHEET
E-4.1
CABINET SPEC SHEET
G-1
GROUNDING PLANS AND NOTES
G-2
GROUNDING DETAILS
G-3
GROUNDING DETAILS
RF-1
RF CABLE COLOR CODE
GN-1
LEGEND AND ABBREVIATIONS
GN-2
GENERAL NOTES
GN-3
GENERAL NOTES
GN-4
GENERAL NOTES
PROJECT NOTES
THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED
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 (B)(7).
SCOPE OF WORK
THIS IS NOT AN ALL INCLUSIVE LIST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER
APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE.
THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING:
TOWER SCOPE OF WORK:
• INSTALL (3) PROPOSED PANEL ANTENNAS (1 PER SECTOR)
• INSTALL (3) PROPOSED SECTOR FRAMES
• INSTALL PROPOSED JUMPERS
• INSTALL (6) PROPOSED RRUS (2 PER SECTOR)
• INSTALL (1) PROPOSED OVER VOLTAGE PROTECTION DEVICE (OVP)
• INSTALL (1) PROPOSED HYBRID CABLE
GROUND SCOPE OF WORK:
• INSTALL (1) PROPOSED METAL PLATFORM
• INSTALL (1) PROPOSED ICE BRIDGE
• INSTALL (1) PROPOSED PPC CABINET
• INSTALL (1) PROPOSED EQUIPMENT CABINET
• INSTALL (1) PROPOSED POWER CONDUIT
• INSTALL (1) PROPOSED TELCO CONDUIT
• INSTALL (1) PROPOSED TELCO—FIBER BOX
• INSTALL (1) PROPOSED GPS UNIT
• INSTALL (1) PROPOSED SAFETY SWITCH (IF REQUIRED)
• INSTALL (1) PROPOSED CIENA
• INSTALL (1) PROPOSED METER SOCKET
• INSTALL (1) PROPOSED FIBER HAND HOLE (IF REQUIRED)
UNDERGROUND SERVICE ALERT - SUNSHINE 811
UTILITY NOTIFICATION CENTER OF FLORIDA
(800) 432-4770
WWW.SUNSHINE81l.COM
CALL 2 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION
GENERAL NOTES
THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED
FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON
DRAINAGE. NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL
SIGNAGE IS PROPOSED.
11"x17" PLOT WILL BEHALF SCALE UNLESS OTHERWISE NOTED
CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND CONDITIONS ON
HE JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE
PROCEEDING WITH THE WORK.
SITE INFORMATION
PROJECT DIRECTORY
PROPERTY OWNER:
FCC ENVIRONMENTAL LLC
APPLICANT:
DISH Wireless L.L.C.
ADDRESS:
2175 POINT BLVD STE 375
5701 SOUTH SANTA RE DRIVE
ELGIN, IT 60123
LITTLETON, CO 80120
(303) 706-5008
TOWER TYPE:
SELF—SUPPORT TOWER
TOWER OWNER:
AMERICAN TOWER CORPORATION
TOWER CO SITE IS:
5100
10 PRESIDENTIAL WAY
WOBURN, MA 01801
TOWER APR NUMBER:
13726846
(781) 926-4500
COUNTY:
SAINT LUCIE
SITE DESIGNER:
B+T GROUP
1717 S. BOULDER AVE, SUITE 300
LATITUDE (NAD 83):
27' 22' 46.5" N
TULSA, OK 74119
27+379592
(918) 587-4630
LONGITUDE (NAD 83):
80' 22' 55.6" W
—80.38209
ZONING JURISDICTION:
SAINT LUCIE COUNTY
SITE ACQUISITION:
GABRIELA ARAQUE
gabrielo.oraque@dish.com
ZONING DISTRICT:
INDUSTRIAL
CONST. MANAGER:
ERIC PETERSON
PARCEL NUMBER:
3406-501-0040-000-5
eriC2.peterson0dish.com
OCCUPANCY GROUP:
U
RF ENGINEER:
GUILLERMO AROCHA RODRIGUEZ
guillermoorocho.rodriguez@dish.com
CONSTRUCTION TYPE:
II—B
POWER COMPANY:
FLORIDA POWER & LIGHT
COMPANY (FPL)
TELEPHONE COMPANY:
T.B.D.
DIRECTIONS
TAKE CURTIS KING BLVD TO COUNTY RD 608 (EAST)/ST LUCIE BLVD, HEAD SOUTHWEST TOWARD CURTIS KING
BLVD, TURN LEFT TOWARD CURTIS KING BLVD, TURN RIGHT ONTO CURTIS KING BLVD, TAKE N 25TH ST AND
SELVITZ RD TO S JENKINS RD, TURN LEFT ONTO COUNTY RD 608 (EAST)/ST LUCIE BLVD, TURN RIGHT ONTO
FL-615 S/N 25TH ST, PASS BY POPEYES LOUISIANA KITCHEN, CONTINUE ONTO S 25TH ST, TURN RIGHT ONTO
EDWARDS RD, TURN LEFT ONTO SELVITZ RD TURN RIGHT ONTO W MIDWAY RD/WHITE CITY RD, CONTINUE TO
FOLLOW W MIDWAY RD, CONTINUE ON S JENKINS RD. TAKE ENVIRONMENT DR TO MAGNUM DR, TURN RIGHT
ONTO S JENKINS RD, TURN LEFT ONTO ENVIRONMENT DR, TURN RIGHT ONTO MAGNUM DR — ARRIVE AT
MIMIA00633A.
NO SCALE
VICINITY MAP
SITE LOCATION
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wireless-
5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
=f3 B+T GRP
1717 S. BOULDER
SUITE 300
TULSA, OK 74119
PH: (918) 587-4630
www.btgrp.Gom
CHAD TUTTLE, P.E.
B&T ENGINEERING, INC
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY CHAD TUTTLE, P.E. USING A DIGITAL
SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE
SIGNATURE M t IED ON ANY
phY��I'!{�C�1' IED
ELECTRON
No. 57199 _
*-
,o STATE OF :
�Q
8rrrriilr�tit'
B&T ENGINEERING, INC.
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
DRAWN BY:
CHECKED BY:APPROVED
BY:
YIN
DAS
BEL
REDS REV #: 1.0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
A
10/02/21
ISSUED FOR REVIEW
0
10/18/21
ISSUED FOR CONSTRUCTION
1
12/28/21
ISSUED FOR CONSTRUCTION
A&E PROJECT NUMBER
156500.001.01
DISH Wireless L.L.C.
PROJECT INFORMATION
MIMIA00633A
5690 ENVIRONMENT DR.
FORT PIERCE, FL 34981
SHEET TITLE
TITLE SHEET
SHEET NUMBER
T-1
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ALTAIAClSM LAND TITLE SURVEY
PREPARM FAR:
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12
AMERICAN TOWER
9D6 Circle -Ma S FwkWtz m
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Site ID: 510Q
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NOTES
1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY.
LPG TANK ON
CONCRETE PAD
N
6' 4' 2' 0 5' 10'
OVERALL SITE PLAN
3/16"-1.-0"
NOTES
1.
CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
2.
CONTRACTOR SHALL MAINTAIN A 10'-0" MINIMUM
SEPARATION BETWEEN THE PROPOSED GPS UNIT,
TRANSMITTING ANTENNAS AND EXISTING GPS UNITS.
SEE EQUIPMENT
5'=0"_
3.
ANTENNAS AND MOUNTS OMITTED FOR CLARITY.
LAYOUT (SHEET A-3)
LEASE AREA/PLATFORM
i
- - _ _ _ _
1
1
1
�
1
m
w
,
1
Q
w
PROPOSED DISH WIRELESS L.L.C. 12"
1
N
WIDE ICE BRIDGE; PROPOSED ICE BRIDGE
`D
TO RUN ALONG PROPOSED PLATFORM UP
No
d
,
,
TO EXISTING SELF-SUPPORT TOWER,
UNDER EXISTING OTHER CARRIER ICE
0
1
BRIDGE FOR PROPOSED CABLE ROUTING
a
-
1
AND SUPPORT
1
5'-3"f
w
o
PROPOSED ICE BRIDGE
m
w
W
V
0
Z7/
0
K
a
EXISTING ICE
BRIDGE (TYR)
EXISTING SELF
SUPPORT
TOWER
N
1 2" 6" 0 V 2' 3' 4' S' 6' 7.
ENLARGED SITE PLAN 2
1'
t
SITE LOCATION
,1
NOTE: THE EASEMENT RIGHTS FOR THIS SITE ARE BLANKET EASEMENT RIGHTS TO THE PREMISES AND
THEREFORE DOES NOT INCLUDE A SPECIFIED AREA FOR THE LOCATION OF UTILITIES. CONSTRUCTION
CONTRACTOR MUST FIELD VERIFY THE APPROPRIATENESS OF ALL PROPOSED UTILITY ROUTES.
AERIAL IMAGE NO SCALE 3
d 0
wireless-
5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
=f3 B+T GRP
1717 S. BOULDER
SUITE 300
TULSA, OK 74119
PH: (918) 587-4630
www.btgrp.com
CHAD TUTTLE, P.E.
B&T ENGINEERING, INC
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY CHAD TUTTLE, P.E. USING A DIGITAL
SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED SEALED AND THE
9AFND
SIGNATURE MUS 1ailr VERIFIED ON ANY
ELECTRO
.4 A .
No.57199 __
1
y
STATE OF
ss/4NALt\
.
r�ti�►''4
B&T ENGINEERING, INC.
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
DRAWN BY:
CHECKED BY:
APPROVED BY:
YIN
DAS
BEL
RFDS REV #: 1.0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
A
10/02/21
ISSUED FOR REVIEW
0
10/18/21
ISSUED FOR CONSTRUCTION
1
12/28/21
ISSUED FOR CONSTRUCTION
A&E PROJECT NUMBER
156500.001.01
DISH Wireless L.L.C.
PROJECT INFORMATION
MIMIA00633A
5690 ENVIRONMENT DR.
FORT PIERCE, FL 34981
SHEET TITLE
OVERALL AND ENLARGED
SITE PLAN
SHEET NUMBER
A-1
DISH Wireless L.L.C. TEMPLATE VERSION 41 - 09/03/2021
NOTES
EXISTING TOWER
1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
TOP EL. ® 300'-0" AGL
EXISTING PANEL ANTENNAS
41
2. ANTENNA AND MW DISH SPECIFICATIONS REFER TO
PAD CENTER @ 295'-0' AGL
ANTENNA SCHEDULE AND TO FINAL CONSTRUCTION
REDS FOR ALL RE DETAILS
3. EXISTING EQUIPMENT AND FENCE OMITTED FOR
CLARITY.
EXISTING PANEL ANTENNAS
RAD CENTER iD 264'-6" AGL
(3) PROPOSED DISH WIRELESS L.L.C. ANTENNAS
PAD CENTER 6 251'—O" AGL
EXISTING PANEL ANTENNAS
PAD CENTER O 180'-6" AGL
EXISTING PANEL ANTENNAS
PAD CENTER ® 170'-3" AGL
EXISTING PANEL ANTENNAS
FAD CENTER 0 155'-6" AGL
I EXISTING MICROWAVE DISH
PAD CENTER ® 144'-0" AGL
EXISTING MICROWAVE DISH
PAD CENTER @ 123'-6" AGL
EXISTING MICROWAVE DISH
PAD CENTER ® 104'-0" AGL
(1) PROPOSED DISH WIRELESS L.L.C. HYBRID
CABLE RAN UP TOWER LEG ON PROPOSED
BRACKET
EXISTING ICE BRIDGE EXISTING SELF—SUPPORT TOWER
��v
PROPOSED DISH WIRELESS L.L.C.
ICE BRIDGE
PROPOSED DISH WIRELESS L.L.C. \\
GPS UNIT
PROPOSED DISH WIRELESS L.L.C. \ \\
EQUIPMENT ON PROPOSED
STEEL PLATFORM
1 6' 12' 8' 4' 0 1 6'
PROPOSED WEST ELEVATION
PROPOSED DISH Wireless L.L.C.
ANTENNA (TYR 1 PER SE(
PROPOSED DISH Wireless
RRH (TYR 2 PER SECTOR
PROPOSED DISH Wireless
BACK—TO—BACK MOUNT
(TYR 1 PER SECTOR, TOT
EXI
PROPOSED DISH Wireless
ANTENNA SECTOR FRAME
N WIDTH OF TOWER FACE IS NOT
TO BE CONSIDERED TO SCALE
12" 6" 0 1' 2' 3'
ANTENNA LAYOUT 2
3/4"—l'—O"
ANTENNA
TRANSMISSION CABLE
SECTOR
POSITION
EXISTING OR
MANUFACTURER — MODEL
TECHNOLOGY
SIZE (HxW)
AZIMUTH
PAD
FEED LINE TYPE
PROPOSED
NUMBER
CENTER
AND LENGTH
ALPHA
Al
PROPOSED
JMA — MX08FR0665-21
5G
72.0" x 20.0"
0'
251'-0"
(1) HIGH —CAPACITY
BETA
B1
PROPOSED
JMA — MX08FR0665-21
5G
72.0" x 20.0"
120'
251'-0"
HYBRID CABLE
(305' LONG)
GAMMA
I G1
i PROPOSED
JMA — MX08FR0665-21
5G
72.0" x 20.0"
240'
251'-0"
RRH
NOTES
SECTOR
POSITION
MANUFACTURER — MODEL
NUMBER
TECHNOLOGY
1 CONTRACTOR TO REFER TO FINAL CONSTRUCTION REDS FOR ALL RE
DETAILS.
Al
FUJITSU — TA08025—B605
5G
ALPHA
2. ANTENNA AND RRH MODELS MAY CHANGE DUE TO EQUIPMENT
Al
FUJITSU — TA08025—B604
5G
AVAILABILITY. ALL EQUIPMENT CHANGES MUST BE APPROVED AND
REMAIN IN COMPLIANCE WITH THE PROPOSED DESIGN AND
STRUCTURAL ANALYSES.
B1
FUJITSU — TA08025-13605
5G
BETA
B1
FUJITSU — TA08025—B604
5G
01
FUJITSU — TA08025—B605
5G
GAMMA
G1
FUJITSU — TA08025-6604
5G
OVP
EXISTING OR
MANUFACTURER — MODEL
SIZE (HXWXD)
PROPOSED
NUMBER
PROPOSED
RAYCAP—RDIDC-9181—PF-48
16"xl4"x8"
ANTENNA SCHEDULE
NO SCALE 3
dw" s h
wireless-
5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
B+T GRP
1717 S. BOULDER
SUITE 300
TULSA, OK 74119
PH: (918) 587-4630
www.btgrp.Gom
CHAD TUTTLE, P.E.
B&T ENGINEERING, INC
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY CHAD TUTTLE, P.E. USING A DIGITAL.
SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE.
SIGNATURE 1y Xfj j I%Fj 1 VRIJIID ON ANY
ELECTROO
No.57199
.'o �= STATE OF :
�Q
sS/0N
`J,••���111111111%0%
AL
B&T ENGINEERING, INC.
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
DRAWN BY:
CHECKED BY:APPROVED
BY:
YN
DAS
BEL
REDS REV #: 1.0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
A
10/02/21
ISSUED FOR REVIEW
0
10/18/21
ISSUED FOR CONSTRUCTION
1
12/28/21
ISSUED FOR CONSTRUCTION
A&E PROJECT NUMBER
156500.001.01
DISH Wireless L.L.C.
PROJECT INFORMATION
MIMIA00633A
5690 ENVIRONMENT DR.
FORT PIERCE, FL 34981
SHEET TITLE
ELEVATION, ANTENNA
LAYOUT AND SCHEDULE
SHEET NUMBER
A-2
DISH Wireless L.L.C. TEMPLATE VERSION 41 — 09/03/2021
PROPOSED DISH Wireless L.L.0
GENERATOR PLUG
PROPOSED DISH Wireless L.L.0
CPS UNIT
PROPOSED DISH Wireless L.L.0
POWER PROTECTIVE CABINET —
PROPOSED DISH Wireless L.L.0
H—FRAME
PROPOSED DISH Wireless L.L.0
SAFETY SWITCH. SPACE
RESERVED FOR ADDITIONAL
DISCONNECT IF REQUIRED.
PROPOSED DISH Wireless L.L.0
200AMP METER SOCKET
PROPOSED DISH Wireless L.L.0
TELCO FIBER ENCLOSURE
PROPOSED DISH Wireless L.L.0
CIENA
PROPOSED DISH Wireless L.L.C.
EQUIPMENT PLATFORM
COMMSCOPE MTC4045LP
5X7 PLATFORM
DIMENSIONS (HxWxD) 17k87x60"
TOTAL WEIGHT 423 LBS
NOTE:
GC TO PROVIDE EXTENDED
THREAD FOR PLATFORM IF
REQUIRED HEIGHT EXCEEDS 17"
COMMSCOPE MTC4045HFLD
H—FRAME
UNISTRUT/SUPPORT RAILS QTY
5
WEIGHT
59.74 Ibs
PIPE CAP
WELDMENT PIPE
SUPPORT RAIL -
GALV. U—BOLTS
BASE PLATE
SIDE
H—FRAME DETAIL
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Fin"
FRONT
NO SCALE 3
HELICAL ANCHOR
NOTES
1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2"
OF FILL PER EXISTING SITE SURFACE
2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH
PROPOSED
Wireless L.L.C. CONSTRUCTION MANAGER AT TIME OF
DISH Wireless
el
CONSTRUCTION. ONE SHEET 8'x8' INSTALLED UNDER ALL FOUR
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3/8" STAINLESS STEEL SCREW
PING LONG D SHACKLE
a
3/4"x36" SCREW ANCHOR
BURIED IN THE GROUND
PLATFORM ANCHORAGE DETAIL
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101
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PROPOSED DISH Wireless L.L.C.
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d.sh
wireless-
5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
Jf3 B+T GRP
1717 S. BOULDER
SUITE 300
TULSA, OK 74119
PH: (918) 587-4630
www.btgrp.Gom
CHAD TUTTLE, RE.
B&T ENGINEERING, INC
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY CHAD TUTTLE, P.E. USING A DIGITAL
SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE
SIGNATURE jj t j86 t yFV1y ED ON ANY
ELECTROfy S. 1/1/
I E • ut
f''ff.
AAT
e.
No. 57199 _
. o �= STATE OF :
�Q
OR
ION
`J,••����f111111111����
A1-
B&T ENGINEERING, INC.
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
DRAWN BY:
CHECKED BY:APPROVED
BY:
YN
DAS
BEL
REDS REV #: 1.0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
A
10/02/21
ISSUED FOR REVIEW
0
10/18/21
ISSUED FOR CONSTRUCTION
1
12/28/21
ISSUED FOR CONSTRUCTION
A&E PROJECT NUMBER
156500.001.01
DISH Wireless L.L.C.
PROJECT INFORMATION
MIMIA00633A
5690 ENVIRONMENT DR.
FORT PIERCE, FL 34981
SHEET TITLE
EQUIPMENT PLATFORM AND
H—FRAME DETAILS
SHEET NUMBER
A-3
DISH Wireless L.L.C. TEMPLATE VERSION 41 — 09/03/2021
ENERSYS HEX CABINET
2000005996
DIMENSIONS (HxWxD):
73"x30"x32"
WEIGHT EMPTY:
376 Ibs
HEATER
800W
POWER SYSTEM
-48V ALPHA/600A
EATON METER SOCKET
UNRRS213BEUSE
METER SOCKET TYPE
RING
ENCLOSURE DIM (HxWxD)
16"x12"x6"
MAIN AMPERE RATING
200A
WEIGHT
18 LBS
SIDE BACK
METER SOCKET DETAIL
PLAN
O
0
O
® O
i 0
0
O
O
O
O
SIDE
NO SCALE I 1
PLAN
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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
MF-130 DIRECT BURIAL PIPE
COLUMN, 13'-4"
DIMENSIONS (HxL)
160"x10'
WEIGHT/ VOLUME
325.0 LBS
CABLE RUN (QTY)
12
SUPPORT BRACKET
(WB-LB12-3)
RAYCAP PPC
RDIAC-2465—P-240—MTS
ENCLOSURE DIMENSIONS (HxWxD):
39"x22.855"x12.593
WEIGHT:
80 Ibs
OPERATING AC VOLTAGE
240/120 1 PHASE 3W+G
OO OO �� B
0 o
TOP
BACK SIDE FRONT SIDE
POWER PROTECTION CABINET (PPC) DETAIL I NO SCALE 1 2
CIENA 3931
FIBER NID ENCLOSURE
DIMENSIONS (HxWxD)
17"x16.8"0"
WEIGHT
28.6 Ibs
FINISH SLOPE
TO DRAIN —
SIDE
FIBER NID ENCLOSURE DETAIL
A -A
TRAPEZE KIT
'
(WB-T12-3)
PROPOSED 3.5" DIA.
SUPPORT BRACKET
8
SCH 40 PIPE
(WB-LB1 2-3)
8
GALVANIZED
TRAPEZE KIT
4
(WB-T12-3)
PROPOSED 1'-6"
DIA. CONCRETE
0080o
PER (TYR)
3.5" DIA GALV SCH o
... ...
40 PIPE (SPACED
3.5" DIA GALV SCH 40
9'-0" MAX)
PIPE (SPACED 9'-0"
(MF-130)
MAX) (MF-130)
PLAN FRONT SIDE
ICE BRIDGE DETAIL NO SCALE 7
CONCRETE PIER
SQUARE D SAFETY SWITCHES
D224NRB
ENCLOSURE DIM (HxWxD)
29.25"x19.00"x8.50"
ENCLOSURE TYPE
NEMA 3R RAINPROOF
UL LISTED
FILE E-2875
SIDE
SAFETY SWITCH DETAIL
CHARLES CFIT—PF2020DSH1
FIBER TELCO ENCLOSURE
ENCLOSURE DIMS (HxWxD)
20"x20"x9"
ENCLOSURE WEIGHT
20 Ibs
MOUNTING
WALL
COMPLIANCE
TYPE 4
FRONT SIDE BACK
I —T
No SCALE 5 FIBER TELCO ENCLOSURE DETAIL
A -A
3" DIA SCH 40 PIPE
e
M
18" DIA DRILLED
PIER FOUNDATION
A -A SECTION
TYPICAL ICE BRIDGE CONCRETE PIER DETAIL I NO SCALE I 8
PROPOSED
ICE BRIDGE
PROPOSED
HYBRID CAB
PROPOSED
CABLE CLAN
@ 3'-0" 0.
HYBRID CABLE RUN
TOP
FRONT
NO SCALE 3
FRONT
D 0 0
0 0 0
FRONT
NO SCALE 6
STING SELF
PPORT TOWER
NO SCALE 1 9
dw" s h
wireless-
5701 SOUTH SANTA FE DRIVE
-ITTLETON, CO 80120
Cif3 B+T GRP
1717 S. BOULDER
SUITE 300
TULSA, OK 74119
PH: (918) 587-4630
www.btgrp.Gom
CHAD TUTTLE, P.E.
B&T ENGINEERING, INC
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY CHAD TUTTLE, P.E. USING A DIGITAL.
SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE.
SIGNATURE MUST BE VERIFIED ON ANY
ELECTR,%%S(gluis! 11111l�►Jrll,.I�
E • T`" ffffrr
���` Ci� •'Ci � � s'!+ {ice ,�:
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�Q
OR
s810NA1-E�,�',
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B&T ENGINEERING, INC.
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
DRAWN BY:
CHECKED BY:APPROVED
BY:
YN
DAS
BEL
REDS REV #: 1.0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
A
10/02/21
ISSUED FOR REVIEW
0
10/18/21
ISSUED FOR CONSTRUCTION
1
12/28/21
ISSUED FOR CONSTRUCTION
A&E PROJECT NUMBER
156500.001.01
DISH Wireless L.L.C.
PROJECT INFORMATION
MIMIA00633A
5690 ENVIRONMENT DR.
FORT PIERCE, FL 34981
SHEET TITLE
EQUIPMENT DETAILS
SHEET NUMBER
A-4
DISH Wireless L.L.C. TEMPLATE VERSION 41 - 09/03/2021
PCTEL
GPSGL-TMG-SPI-40NCB
DIMENSIONS (DIAxH) MM/INCH
81x184mm
3.2"x7.25"
WEIGHT W/ACCESSORIES
075 Ibs
CONNECTOR
N—FEMALE
FREQUENCY RANGE
1590 t 30MHz
BACK
GPS DETAIL
SIDE
NOT USED
NOT USED
0
TOP
0 0
0 O
0
0 0
0 0
SIDE
NO SCALE
FRONT
NO SCALE I 4
NO SCALE 7
MINIMUM OF 75% OR
270' IN ANY DIRECTION
GPS
GPS UNIT OBSTRUCTIONS MUST
BE BELOW 10'
0
GPS MINIMUM SKY VIEW REQUIREMENTS
NOT USED
NOT USED
CUI2PSM6P4XXX
(4 AWG CONDUCTORS)
CU12PSM9P8XXX
(8 AWG CONDUCTORS)
NO SCALE 2CABLES UNLIMITED HYBRID CABLE
MINIMUM BEND RADIUSES
NO SCALE I 5
NO SCALE 8
NOT USED
NOT USED
CUI2PSM9P6XXX
(6 AWG CONDUCTORS)
NO SCALE I 3
NO SCALE I 6 I
NO SCALE 1 9
d.sh
wireless-
5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
Jf3 B+T GRP
1717 S. BOULDER
SUITE 300
TULSA, OK 74119
PH: (918) 587-4630
www.btgrp.Gom
CHAD TUTTLE, P.E.
B&T ENGINEERING, INC
THIS ITEM HAS BEEN DIGITALLY SIGNED AND,
SEALED BY CHAD TUTTLE, P.E. USING A DIGITAL.
SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE.
SIGNATURE MUST BE VERIFIED ON ANY
ELECTR 1111 I l►J��,.I�
,',,(Mqri
�ti��� �O E. T t fffffrr
No. 57199 _
,o �= STATE OF :
�Q
OR,tpP`�,:
ss�aNALE�,�'�
1111111 r 1 %w"'.
B&T ENGINEERING, INC.
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
DRAWN BY:
CHECKED BY:APPROVED
BY:
YN
DAS
BEL
RFDS REV #: 1.0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
A
10/02/21
ISSUED FOR REVIEW
0
10/18/21
ISSUED FOR CONSTRUCTION
1
12/28/21
ISSUED FOR CONSTRUCTION
A&E PROJECT NUMBER
156500.001.01
DISH Wireless L.L.C.
PROJECT INFORMATION
MIMIA00633A
5690 ENVIRONMENT DR.
FORT PIERCE, FL 34981
SHEET TITLE
EQUIPMENT DETAILS
SHEET NUMBER
A-5
DISH Wireless L.L.C. TEMPLATE VERSION 41 — 09/03/2021
FUJITSU TRIPLE BAND
TA08025-13605
DIMENSIONS (HxWxD)
14.9"x15.7"x9"
WEIGHT
74.95 Ibs
CONNECTOR TYPE
4.3-10 RE
CONNECTOR
POWER SUPPLY
DC—58--36V
BACK
RRH DETAIL
SIDE
JMA
MX08FRO665-21
DIMENSIONS (HxWxD)
72"x20.0"x8.O"
RE PORTS, CONNECTOR TYPE
8 x 4.3-10 FEMALE
WEIGHT
64.5 Iles
WEIGHT WITH BRACKETS
82.5 Ibs
ANTENNA DETAIL
RAYCAP RDIDC-9181-PF-48
DC SURGE PROTECTION (OVP)
DIMENSIONS (HxWxD)
18.1714.39"x&15"
WEIGHT
21.82 LBS
SIDE BACK
SURGE SUPPRESSION DETAIL (OVP)
PLAN
FRONT
NO SCALE
PLAN
SIDE FRONT
NO SCALE 4
PLAN
0
FRONT
NO SCALE 7
FUJITSU DUAL BAND
TA08025-13604
DIMENSIONS (HxWxD)
14.9"05.7"x7.8"
WEIGHT
63.9 Ibs
CONNECTOR TYPE
4.3-10 RE
CONNECTOR
POWER SUPPLY
DC —58--36V
BACK SIDE
RRH DETAIL
NOT USED
COMMSCOPE V-FRAME
MTC3975083
FACE SIZE
8'-0"
WEIGHT
352.136 Ibs
8'-0"
PLAN
ANTENNA FRAME DETAIL
PLAN
SABRE DOUBLE Z-BRACKET
C10123155
DIMENSIONS (HxWxD) (1 BRACKET)
5"x20"xi-13/16"
WEIGHT (FULL ASSEMBLY)
35.79 Ibs
PACKAGE QUANTITY
4
#
DESCRIPTION
1
PLATE, CHANNEL BRACKET
2
RRH Z BRACKET, 3/16"
3
THREADED ROD ASSEMBLY 1/2"x12"
G000 G 00000c
O O O O O O O O O O O O O
FRONT NOTE:
OR DISH Wireless L.L.C.
APPROVED EQUIVALENT
NO SCALE 2 RRH MOUNT DETAIL
JMA ANTENNA MOUNT BRACKET
#91900318
TOTAL WEIGHT (WITH BRACKETS)
18 Ibs (8.18 Kg)
POLE DIAMETER RANGE
2.5" TO 4.5"
NOTE:
KIT #91900318: TOP AND BOTTOM BRACKETS
FOR 4—,6—, AND 8—FOOT ANTENNAS
ANTENNA BRACKET NOT PART OF KIT
NOTE:
OR DISH Wireless L.L.C.
APPROVED EQUIVALENT
NO SCALE 5 ANTENNA BRACKET DETAIL
NOTE:
OR DISH Wireless L.L.C.
APPROVED EQUIVALENT
FRONT
NO SCALE 8
SITEPR01
T600
T—BRACKET
WELDMENT
THREADED TOP
ROD
BACK BRACKET
BACK THREADED ROD
BRACKET
°0°0 0°0 0°(
NO SCALE I 3
NO SCALE I 6
I 1.5" TO 6" ROUND LEG
— 2.5" TO 5" 90' ANGLE LEGS
SIDE ISOMETRIC
VERTICAL CABLE SUPPORT DETAIL
NO SCALE 9
dw" s h
wireless-
5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
.r
=f3 B+T GRP
1717 S. BOULDER
SUITE 300
TULSA, OK 74119
PH: (918) 587-4630
www.btgrp.Gom
CHAD TUTTLE, P.E.
B&T ENGINEERING, INC
THIS ITEM HAS BEEN DIGITALLY SIGNED AND,
SEALED BY CHAD TUTTLE, P.E. USING A DIGITAL.
SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE'.
SIGNATURE MUST t 16E' 1 VERIFIED ON ANY
,S ELECTRO'�QR17:3r I I1111I
• y C
No.57199
,0 STATE OF :
�Q
sS/0NA1-E�'.��`
rr����111rrriil
r�tt��'.
B&T ENGINEERING, INC.
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
DRAWN BY:
CHECKED BY:APPROVED
BY:
YIN
DAS
BEL
REDS REV #: 1.0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
A
10/02/21
ISSUED FOR REVIEW
0
10/18/21
ISSUED FOR CONSTRUCTION
1
12/28/21
ISSUED FOR CONSTRUCTION
A&E PROJECT NUMBER
156500.001.01
DISH Wireless L.L.C.
PROJECT INFORMATION
MIMIA00633A
5690 ENVIRONMENT DR.
FORT PIERCE, FL 34981
SHEET TITLE
EQUIPMENT DETAILS
SHEET NUMBER
A-6
DISH Wireless L.L.C. TEMPLATE VERSION 41 — 09/03/2021
PROPOSED FIBER
HANDHOLE
I�1 HI I�t HR � A
EXISTING
PROPOSED UNDERGROUND
CONCRETE PADLLL
POWER CONDUIT (LENGTH:
125'-0' f)!!!LI
PROPOSED UNDERGROUND
EXIT
FIBER CONDUIT (LENGTH:
GEP
40'-0"t)
COI`
L_
PR(
MR
ro
a
5
NOTES
1. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED
UNDERGROUND UTILITY CONDUIT ROUTE.
2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY.
3. G.C. TO REFER TO FINAL UTILITY COORDINATION
DOCUMENT FOR ALL MEET ME POINTS AND
ROUTING DETAILS.
EXISTING
p—awn—„� UTILITY POLE
'�' �nm WITH TRANSFORMER
e/ -\�ft-_
I�
ACCESS EASEMENT.
EXISTING 6' WIDE
CHAIN -LINK GATE
- EXISTING 6' WIDE
II CHAIN -LINK GATE
EXISTING
CHAIN -LINK FENCE
�{ �x WITH BARBED WIRES
I
EXISTING EXISTING
' UTILITY H FRAME) HVAC (TYP),
EXISTING /
CONCRETE PAD (- /
-RATOR ON
CRETE PAD
EXISTING SELF
SUPPORT
TOWER
C
EXISTING"
GENERATOR ON
CONCRETE PAD
EXISTING
EQUIPMENT
SHELTER
EXISTING
GPS (TY
EXISTING
ICE BRIDGE (TYR)
EXISTING
EQUIPMENT ON
CONCRETE PAD
56'-11"
EXISTING
LPG TANK ON
CONCRETE PAD
UTILITY ROUTE PLAN
a
q
0 1
EXISTING
F
ENERATOR ONONCRETE PAD
EXISTING
CONCRETE PAD`
DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND -48V CONDUCTORS.
RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY -48V.
1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY QUESTIONS ARISING
DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY
OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT
MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED.
2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL
STATE AND LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS
REQUIRED TO MEET NEC STANDARDS.
3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE
COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION.
4. CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS.
VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED.
5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM.
6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314.
7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES.
INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.
8. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES
INDICATING 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 GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES, AND ALL
DISCONNECT SWITCHES, AND EQUIPMENT CABINETS.
10. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL.
11. PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST -CONSTRUCTION EQUIPMENT.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR AS -BUILT PANEL SCHEDULE AND SITE DRAWINGS.
13. ALL TRENCHES IN COMPOUND TO BE HAND DUG.
14. THE EASEMENT RIGHTS FOR THIS SITE ARE BLANKET EASEMENT RIGHTS TO THE PREMISES AND THEREFORE
DOES NOT INCLUDE A SPECIFIED AREA FOR THE LOCATION OF UTILITIES. CONSTRUCTION CONTRACTOR MUST
FIELD VERIFY THE APPROPRIATENESS OF ALL PROPOSED UTILITY ROUTES.
.�: SITE LOCATION
I
l
f 1r1�
2' 0 5' 10
3/16"=1'-0" 1 1 1
ELECTRICAL NOTES
NO SCALE
9
dw"s h
wireless-
5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
Jf3 B+T GRP
1717 S. BOULDER
SUITE 300
TULSA, OK 74119
PH: (918) 587-4630
www.btgrp.Gom
CHAD TUTTLE, P.E.
B&T ENGINEERING, INC
THIS ITEM HAS BEEN DIGITALLY SIGNED AND,
SEALED BY CHAD TUTTLE, P.E. USING A DIGITAL.
SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE.
SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC Cejl€j.t I I I I I!! 1 j11.I
.. E ....
f'fff,
•+ U
No.57199 "-
-0 �= STATE OF :
�Q
ss�aN
`J,••�1,0111111lilt""
AL
B&T ENGINEERING, INC.
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
DRAWN BY:
CHECKED BY:APPROVED
BY:
YN
DAS
BEL
REDS REV #: 1.0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
A
10/02/21
ISSUED FOR REVIEW
0
10/18/21
ISSUED FOR CONSTRUCTION
1
12/28/21
ISSUED FOR CONSTRUCTION
A&E PROJECT NUMBER
156500.001.01
DISH Wireless L.L.C.
PROJECT INFORMATION
MIMIA00633A
5690 ENVIRONMENT DR.
FORT PIERCE, FL 34981
SHEET TITLE
ELECTRICAL/FIBER ROUTE
PLAN AND NOTES
SHEET NUMBER
E-1
DISH Wireless L.L.C. TEMPLATE VERSION 41 - 09/03/2021
CARLON EXPANSION FITTINGS
COUPLING END
PART#
MALE TERMINAL
ADAPTER END
PART#
SIZE
STD
CTN
QTY.
TRAVEL
LENGTH
E945D
E945DX
1/2"
20
4"
E945E
E945EX
3/4"
15
4"
E945F
E945FX
1"
10
4"
E945G
E945GX
1 1/4"
5
4"
E945H
E945HX
1 1/2"
5
4"
E945J
E945JX
2"
15
8"
E945K
E945KX
2 1/2"
10
8"
E945L
E945LX
3"
10
8"
E945M
E945MX
3 1/2"
5
8"
E945N
E945NX
4"
5
8"
E945P
E945PX
5"
1
8"
E945R
E945RX
6"
1
8"
EXPANSION JOINT DETAIL
PROPOSED FIBER
PROPOSED DISH Wireless L.L.C. NID, IF REQUIRED
UNISTRUT
VARIES PER
PART NUMBER
SLIP JOINT
(SEE CHART FOR
r-1 PART NUMBER)
I I
I I
o I I
I I
N I I
I
I I
I I
NOTE:
CONTRACTOR TO INSTALL EXPANSION FITTING
SLIP JOINT AT METER CENTER CONDUIT
TERMINATION, AS PER LOCAL UTILITY POLICY,
ORDINANCE AND/OR SPECIFIED REQUIREMENT
NO SCALE 1
NOTE: FIBER PROVIDER
WILL NEED TO PROVIDE AN
ADDITIONAL 5FT UNISTRUT,
2 U—BOLTS WITH 4 NUTS,
IN THE EVENT THE
BRACKET SPACING DOESN'T
LINE UP WITH CURRENT
SPACING BELOW
SEE TRENCHING NOTE 1
DISH Wireless L.L.C.
DISH Wireless L.L.C. FIBER
DISTRIBUTION PANEL.
PROVIDES 12AWG
O 0 0
TRENCHING NOTES
BACKFILL PER SITE
WORK SPECIFICATIONS
WIRE (6' TAIL)
PROPOSED DISH Wireless L.L.C.
(SEE GENERAL NOTES)
TELCO FIBER ENCLOSURE
1. CONTRACTOR SHALL RESTORE THE
TRENCH TO ITS ORIGINAL
SLOPE TO SUIT SOIL
n
CONDITIONS BY EITHER SEEDING
CONDITION IN ACCORDANCE
u
OR SODDING GRASS AREAS, OR
WITH LOCAL REGULATIONS
SEE TRENCHING NOTE 2
PROPOSED DISH Wireless
REPLACING ASPHALT OR CONCRETE
L.L.C. UNISTRUT
AREAS TO ITS ORIGINAL CROSS
SECTION.
/
�j�/�
9DISH
Wireless L.L.C. FIBER
\\�
JUMPER TO CABINET WILL
2. TRENCHING SAFETY; INCLUDING, o
/�j
o'"
0NEED
w
TO BE TERMINATED BY
BUT NOT LIMITED TO SOIL
CLASSIFICATION, SLOPING, AND
\
/�/
\
m =
3
PROPOSED DISH
FIBER PROVIDER ON OTHER
SIDE OF BULKHEAD/LC TO LC
SHORING, SHALL BE GOVERNED ? Z
j
/
�j
`O wa,
Wireless L.L.C.
CONNECTOR WHERE CIRCUIT
BY THE CURRENT OSHA w s N
o : N
10 AMP DISTRIBUTION
BREAKER
IS TERMINATED.
TRENCHING AND EXCAVATION w o
SAFETY STANDARDS.
-
o
z
/
O
IN IN0-7
3. ALL CONDUITS SHALL BE h w
w
INSTALLED IN COMPLIANCE WITH > N
PROPOSED FIBER PROVIDER
/
/
PROPOSED DISH Wireless L.L.C.
0 0
FIBER LATERAL FROM RIGHT
THE CURRENT NATIONAL
i,
% %
UTILITY WARNING TAPE
12 AWG WIRE
OF WAY TO STREET,
ELECTRIC CODE (NEC) OR AS
PROPOSED DISH Wireless L.L.C.
TERMINATED TO FDP
REQUIRED BY THE LOCAL
SAND BEDDING PER SITE
1-1/2" POWER FROM CABINET
-
PROPOSED DISH Wireless L.L.C.
JURISDICTION, WHICHEVER IS
WORK SPECIFICATIONS
1-1/2" FIBER TO CABINET
THE MOST STRINGENT.
DISH Wireless L.L.C. INSTALLS
1-1/2" CONDUITS FOR POWER
PROPOSED DISH Wireless L.L.C.
AND FIBER TO CABINET
2" CONDUIT FROM COMMERCIAL
FIBER VAULT
TYPICAL UNDERGROUND TRENCH
DETAIL
NO SCALE
2
DARK TELCO BOX
- INTERIOR WIRING LAYOUT
NO SCALE
3
PROPOSED FIBER PROVIDER IN IN
OUT
1-1/4" FLEX CONDUITS
FIBER PROVIDER TO TERMINATE
FIBER PROVIDER TO PUNCH TOP OF
POWER TO FIBER PROVIDER KID
TELCO BOX OF NID ENCLOSURE AND
PROPOSED DISH Wireless L.L.C.
INSTALL 1-1/4" LIQUID TIGHT
12 AWG WIRE (6' TAIL)
CONNECTORS, ILL LISTED, NYLON
MATERIAL, WITH 0—RING GASKET
FIBER PROVIDER TO INSTALL
1-1/4" FLEX CONDUITS BETWEEN
PROPOSED DISH Wireless L.L.C. ��
FEB TELCO BOX & KID
10 AMP DISTRIBUTION BREAKER
PROPOSED DISH Wireless L.L.C.
TELCO FIBER ENCLOSURE
PROPOSED DISH Wireless L.L.C.
12 AWG WIRE
-
PROPOSED DISH Wireless L.L.C.
o IT
1-1/2" FIBER TO CABINET
N m
PROPOSED DISH Wireless L.L.C. 0 0
PROPOSED DISH Wireless L.L.C.
1-1/2" POWER FROM CABINET— -
2" CONDUIT FROM COMMERCIAL
FIBER VAULT
LIT TELCO BOX - INTERIOR WIRING
LAYOUT
(OPTIONAL
I NO SCALE
4
NOT USED
NO SCALE
5
NOT USED
NO SCALE
6
NOT USED
NO SCALE 7
NOT USED I NO SCALE I I NOT USED I NO SCALE I 9
dw" s h
wireless-
5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
=f3 B+T GRP
1717 S. BOULDER
SUITE 300
TULSA, OK 74119
PH: (918) 587-4630
www.btgrp.Gom
CHAD TUTTLE, P.E.
B&T ENGINEERING, INC
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY CHAD TUTTLE, P.E. USING A DIGITAL
SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE
SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC 061 fi.11 1111!
♦~��',,i'�.0 E .A U I �f ffrr
•� U
No. 57199 _
'o
s8/0
rr,••��11111111111111����
ALE�����
B&T ENGINEERING, INC.
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
DRAWN BY:
CHECKED BY:APPROVED
BY:
YN
DAS
BEL
REDS REV #: 1.0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
A
10/02/21
ISSUED FOR REVIEW
0
10/18/21
ISSUED FOR CONSTRUCTION
1
12/28/21
ISSUED FOR CONSTRUCTION
A&E PROJECT NUMBER
156500.001.01
DISH Wireless L.L.C.
PROJECT INFORMATION
MIMIA00633A
5690 ENVIRONMENT DR.
FORT PIERCE, FL 34981
SHEET TITLE
ELECTRICAL
DETAILS
SHEET NUMBER
E-2
DISH Wireless L.L.C. TEMPLATE VERSION 41 — 09/03/2021
200
#4 CU (GROUNDING
ELECTRODE CONDUCTOR)
GROUNDING ELECTRODE SHALL BE
(2) 5/8"0 X 10' LONG GROUND ROD
SPACED MINIMUM 6' APART
EXISTING UTILITY
COMPANY TRANSFORMER
NEW WIRE AND CONDUIT PER UTILITY
COMPANY REQUIREMENTS
NEW 200A, 120/24OV, 1�3W, SERVICE RATED,
FUSIBLE DISCONNECT (NEMA 3R).
(SQUARE D MODEL No. D224NRB / OR EQUIVALENT).
VERIFY COMPATIBILITY WITH LOCAL UTILITY COMPANY.
LOCATION OF MAIN BONDING JUMPER.
(3) 3/0 WITH #6 GROUND
IN 3" SCH 40 CONDUIT
CONTRACTOR TO REFER TO
FINAL UTILITY DESIGN DETAILS
PROPOSED POWER PROTECTIVE CABINET
120/24OV, 1 PH, SERVICE RATED,
UTILITY SERVICE ENTRANCE OVERALL ILL LISTED POWER CENTER,
120/240 VAC 1PH N3R, 65K/10K AIC
BACKUP MAIN BREAKER WITH
GENERATOR 200A 200A INTERLOCKED GENERATOR
CAMLOCK FEED, 200A 65K AIC
GEN PLUG
N
SURGE SUPPRESSION
DEVICE 100KA SAD/MOV
GFCI 15A 01 02
40A PROPOSED 2 #8, 1 #8 CU GND.
03 04
20A 05 06
SPACE 40A PROPOSED 2 #8, 8 CU GND
07 08
SPACE SHARED GROUND WIRE
09 10
SPACE 20A PROPOSED 2 #8, 8 CU GND
II 12
SPACE 13 14
SPACE IS 16 SPACE
SPACE I7 18 SPACE
SPACE SPACE
19 20
SPACE 21 22 SPACE
SPACE 23 24 SPACE
SPACE SPACE
PROPOSED 2 #10, 1 #10 CU GND.
NOTES
CONDUIT SIZING: AT 40% FILL PER NEC CHAPTER 9, TABLE 4, ARTICLE 358.
ENERSYS NETWORK CABINET
0.5" CONDUIT — 0.122 SQ. IN AREA
0.75" CONDUIT — 0.213 SQ. IN AREA
2.0" CONDUIT — 1.316 SQ. IN AREA
3.0" CONDUIT — 2.907 SQ. IN AREA
CABINET CONVENIENCE OUTLET CONDUCTORS (1 CONDUIT): USING THWN-2, CU.
(3) PROPOSED
0.75" EMT CONDUITS
#10 — 0.0211 SQ. IN X 2 = 0.0422 SQ. IN
#10 — 0.0211 SQ. IN X 1 = 0.0211 SQ. IN <GROUND
TOTAL = 0.0633 SQ. IN
0.5" EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (3) WIRES,
FOR RECTIFIERS 1 & 2
INCLUDING GROUND WIRE, AS INDICATED ABOVE.
RECTIFIER CONDUCTORS (3 CONDUITS): USING UL1015, CU.
FOR RECTIFIERS 3 & 4
#8 — 0.0552 SO. IN X 2 = 0.1103 SQ. IN
#8 — 0.0131 SQ. IN X 1 = 0.0131 SO. IN <BARE GROUND
TOTAL = 0.1234 SO. IN
FOR RECTIFIER 5
0.75" EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (3) WIRES,
INCLUDING GROUND WIRE, AS INDICATED ABOVE.
PPC FEED CONDUCTORS (1 CONDUIT): USING THWN, CU.
3/0 — 0.2679 SQ. IN X 3 0.8037 SQ. IN
(1) PROPOSED
#6 — 0.0507 SQ. IN X 1 = 0.0507 SQ. IN <GROUND
0.5" EMT CONDUIT
TOTAL = 0.8544 SQ. IN
3.0" SON 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (4) WIRES,
INCLUDING GROUND WIRE, AS INDICATED ABOVE.
FOR CONVENIENCE OUTLET
NOTE:
BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 105`C, 60OV, AND PVC INSULATED, IN THE SIZES SHOWN
IN THE ONE —LINE DIAGRAM. CONTRACTOR MAY SUBSTITUTE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT.
BREAKERS REQUIRED:
(2) 40A, 2P BREAKER — SQUARE D P/N:Q0240
(1) 20A, 2P BREAKER — SQUARE D P/N:Q022O
(1) 20A, 1P BREAKER — SQUARE D P/N:QO120
PROPOSED ENERSYS PANEL SCHEDULE
LOAD SERVED
VOLT AMPS
(WATTS)
L1 L2
TRIP
O
PHASE
O
TRIP
VOLT AMPS
(WATTS)
L1 L2
LOAD SERVED
PPC GFCI OUTLET
180
15A
1
A
2
40A
3840
3840
ENERSYS ALPHA CORDEX
RECTIFIERS 1 & 2
ENERSYS GFCI OUTLET
180
20A
3
B
4
—SPACE—
5
A
6
40A
3840
3840
ENERSYS ALPHA CORDEX
RECTIFIER 3& 4
—SPACE—
7
B
8
—SPACE—
9
A
10
20A
1920
1920
ENERSYS ALPHA CORDEX
RECTIFIER 5
—SPACE—
11
B
12
—SPACE—
13
A
—SPACE -
—SPACE—
15
B
—SPACE-
—SPACE—
17
A
—SPACE
—SPACE—
19
B
—SPACE-
-SPACE—
-SPACE—
21
23
A
B
—SPACE-
—SPACE—
VOLTAGE AMPS
180
180
1 9500
1 9500
200A MCB, 1¢, 24 SPACE,
120/240V
L1
1 L2
ME RATING: 65,000 AIC
9680
1 9680
VOLTAGE AMPS
81
1 81
1 AMPS
81
IMAX AMPS
102
IMAX 125%
PANEL SCHEDULE
PPC ONE -LINE DIAGRAM I NO SCALE 1 1 1
NO SCALE 2
NOT USED
NO SCALE 3
dw" s h
wirelessn
5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
Cif3 B+T GRP
1717 S. BOULDER
SUITE 300
TULSA, OK 74119
PH: (918) 587-4630
www.btgrp.Gom
CHAD TUTTLE, P.E.
B&T ENGINEERING, INC
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY CHAD TUTTLE, P.E. USING A DIGITAL.
SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE.
SIGNATURE MUST BE VERIFIED ON ANY
ELECTR ,',tEl1111l1
. ' TU��/ f ff�ri
No. 57199 _
.4 �= STATE OF :
�Q
sS�aNALE�'.'�`
""if i 11 r I I w"'.
E&T ENGINEERING, INC.
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
DRAWN BY:
CHECKED BY:APPROVED
BY:
YN
DAS
BEL
REDS REV #: 1.0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
A
10/02/21
ISSUED FOR REVIEW
0
10/18/21
ISSUED FOR CONSTRUCTION
1
12/28/21
ISSUED FOR CONSTRUCTION
A&E PROJECT NUMBER
156500.001.01
DISH Wireless L.L.C.
PROJECT INFORMATION
MIMIA00633A
5690 ENVIRONMENT DR.
FORT PIERCE, FL 34981
SHEET TITLE
ELECTRICAL ONE -LINE, FAULT
CALCS & PANEL SCHEDULE
SHEET NUMBER
E-3
DISH Wireless L.L.C. TEMPLATE VERSION 41 — 09/03/2021
EMS
EnerSys Energy Systems
5G MACROSITE 312A ENCLOSURE
312 Amp DC Powa Syxkirn
Dired Air Mooing (DAQ
A%dm C PS-n -49V DC Pewter SrAmn
• 312A Mccdmum Power
■ C XC HPContraller
• 26 Load a-ea6m
• 3.0kW Rectlfiers
• L-ADIOIgo
Furedl Endoaratulre
• Polyester powder coated aluminum, GR 487 process control, off white
• From door nonAlry kdlloble with 4 point katching system, non -key,
loduhie rear hatch
■ 2Y roils, 39RU of environmentally controlled space
■ Internal LED convenience light
391MC - -a-
■ Weight 28616s
• Length- 32'
• Wdth:3Cr
■ Height:72'
wireless-
5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
Jf3 B+T GRP
1717 S. BOULDER
SUITE 300
TULSA, OK 74119
PH: (918) 587-4630
www.btgrp.com
CHAD TUTTLE, RE.
B&T ENGINEERING, INC
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY CHAD TUTTLE, P.E. USING A DIGITAL
SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE
SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC C0PIjj.j 1111111
No. 57199 _
-0 ": STATE OF
ss�4 E�.,.
N AL
/1krt t l t 111"'4
B&T ENGINEERING, INC.
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
DRAWN BY:
CHECKED BY:
APPROVED BY:
YIN
DAS
BEL
RFDS REV #: 1.0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
A
10/02/21
ISSUED FOR REVIEW
0
10/18/21
ISSUED FOR CONSTRUCTION
1
12/28/21
ISSUED FOR CONSTRUCTION
A&E PROJECT NUMBER
156500.001.01
DISH Wireless L.L.C.
PROJECT INFORMATION
MIMIA00633A
5690 ENVIRONMENT DR.
FORT PIERCE, FL 34981
SHEET TITLE
CABINET SPEC SHEET
SHEET NUMBER
E-4
DISH Wireless L.L.C. TEMPLATE VERSION 41 — 09/03/2021
PH: (918) 587-4630
Sit,
EnerSys Energy Systems 5G macrosite 312A enclosure dw
wireless-
51N:2000U828
I
I
312A DC Powi6r Systein
1
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DYre b naHL�d pudwt �LiLLwr�laun4, aper�daa LL�rd�1e wlilw n�Iue. t�Wpippey pqi CarrIL�LId.
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DISH Wireless L.L.C. TEMPLATE VERSION 41 — 09/03/2021
TEST WELL
T,
BOND PROPOSED EQUIPMENT
PLATFORM TO PROPOSED GROUNDING
ELECTRODE SYSTEM (TYP OF (4))
BOND H—FRAME POST
TO UNISTRUT (TYP)
#2 AWG BURIED GROUND i
RING 30" BELOW GRADE
#2 TINNED SOLID IN 1/2" MIN. LIQUID
TIGHT CONDUIT FROM 24" BELOW GRADE
TO WITHIN 3" TO 6" OF CAD —WELD
TERMINATION POINT. EXPOSED END OF
THE LIQUID TIGHT CONDUIT MUST BE
SEALED WITH SILICONE CAULK. (TYP)
PROPOSED BUSS
BAR INSULATORS
PROPOSED 4"02"xi/4" TINNED
COPPER GROUND BUSS BAR
\
I
i
^_toil
III
BOND EQUIPMENT AS /
REQUIRED BY MANUFACTURER
PROPOSED EQUIPMENT GROUND RING TO EXISTING
TOWER GROUND RING (TYP OF (2) TOTAL)
TYPICAL EQUIPMENT GROUNDING PLAN
PROPOSED 4"x6"xi/4" TINNE
COPPER SECTOR GROUND
BUSS BAR (TYP OF (3))
PROPOSED GROUND
BUSS BAR INSULATOF
PROPOSED #2 AWG STRANDED
COPPER GREEN INSULATED (TYP)
TYPICAL ANTENNA GROUNDING PLAN
I
BOND ICE BRIDGE
SUPPORT POSTS TO
GROUND RING BOND(.)
(TYR ALL POSTS)
EXISTING TOWER GROUND
RING (FIELD VERIFY)
EXISTING SST/GUYED TOWER
I NO SCALE I ')
NOTES
ANTENNAS AND OVP SHOWN ARE GENERIC AND NOT
REFERENCING TO A SPECIFIC MANUFACTURER. THIS
LAYOUT IS FOR REFERENCE PURPOSES ONLY
PROPOSED DISH Wireless L.L.C.
OVP DEVICE
OVP
EXISTING OR
MANUFACTURER — MODEL
SIZE (IT D)
PROPOSED
NUMBER
PROPOSED
RAYCAP—RDIDC-9181—PF-48
16"x14"x8"
NO SCALE I 2
EXOTHERMIC CONNECTION ❑ TEST GROUND ROD WITH
�T INSPECTION SLEEVE
MECHANICAL CONNECTION
— — — — — — #6 AWG STRANDED & INSULATED
EM=; GROUND BUS BAR
— — — #2 AWG SOLID COPPER TINNED
OGROUND ROD
- BUSS BAR INSULATOR
GROUNDING LEGEND
1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY.
2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN
COMPLIANCE WITH NEC SECTION 250 AND DISH Wireless L.L.C. GROUNDING AND BONDING
REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS.
3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED.
GROUNDING KEY NOTES
OEXTERIOR GROUND RING: #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW
GRADE, OR 6 INCHES BELOW THE FROST LINE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL
OR FOOTING.
OB TOWER 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
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.
OC INTERIOR GROUND RING: #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR EXTENDED AROUND THE
PERIMETER OF THE EQUIPMENT AREA. ALL NON —TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND
WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH #6 AWG STRANDED GREEN
INSULATED CONDUCTOR.
OBOND TO INTERIOR GROUND RING: #2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SHALL BE
PROVIDED AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED AT THE CORNERS OF THE
BUILDING.
OGROUND ROD: ILL LISTED COPPER CLAD STEEL. MINIMUM 1/2" DIAMETER BY EIGHT FEET LONG. GROUND
RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF
GROUND RING CONDUCTOR.
CELL REFERENCE GROUND BAR: POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT
F FRAMES. ALL BONDS ARE MADE WITH #2 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULATED
COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) #2 SOLID TINNED COPPER CONDUCTORS.
OG HATCH PLATE GROUND BAR: BOND TO THE INTERIOR GROUND RING WITH TWO #2 AWG STRANDED GREEN
INSULATED COPPER CONDUCTORS. WHEN A HATCH —PLATE AND A CELL REFERENCE GROUND BAR ARE BOTH
PRESENT, THE CRGB MUST BE CONNECTED TO THE HATCH —PLATE AND TO THE INTERIOR GROUND RING
USING (2) TWO #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH.
OEXTERIOR CABLE ENTRY PORT GROUND BARS: LOCATED AT THE ENTRANCE TO THE CELL SITE BUILDING. BOND
TO GROUND RING WITH A #2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND
INSPECTION SLEEVE.
OI TELCO GROUND BAR: BOND TO BOTH CELL REFERENCE GROUND BAR OR EXTERIOR GROUND RING.
OFRAME BONDING: THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT
IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK.
OINTERIOR UNIT BONDS: METAL FRAMES, CABINETS AND INDIVIDUAL METALLIC UNITS LOCATED WITH THE AREA
OF THE INTERIOR GROUND RING REQUIRE A #6 AWG STRANDED GREEN INSULATED COPPER BOND TO THE
INTERIOR GROUND RING.
OFENCE AND GATE GROUNDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS
BONDED TO THE EXTERIOR GROUND RING SHALL BE BONDED TO THE GROUND RING WITH A #2 AWG SOLID
TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH
GATE POST AND ACROSS GATE OPENINGS.
OEXTERIOR UNIT BONDS: METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BUILDING, SHALL BE BONDED
TO THE EXTERIOR GROUND RING. USING #2 TINNED SOLID COPPER WIRE
OICE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH #2 AWG BARE
TINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED
GROUND RING.
OO DURING ALL DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS
OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND
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
CONDUCTOR FROM THE DC POWER SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED TO THE CELL SITE
REFERENCE GROUND BAR
OTOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO TOWER STEEL.
REFER TO DISH Wireless L.L.C. GROUNDING NOTES.
GROUNDING KEY NOTES
NO SCALE I 3
d.sh
5701 SOUTH SWireless-
LITTLETON, CO 80120
Cif3 B+T GRP
1717 S. BOULDER
SUITE 300
TULSA, OK 74119
PH: (918) 587-4630
www.btgrp.Gom
CHAD TUTTLE, RE.
B&T ENGINEERING, INC
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY CHAD TUTTLE, P.E. USING A DIGITAL.
SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE.
SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC (MIP
E'
�JTt {/feflfrr
No.57199
.4 �= STATE OF :
�Q
sSIaNALE�'.'�`
B&T ENGINEERING, INC.
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
DRAWN BY:
CHECKED BY:APPROVED
BY:
YN
DAS
BEL
REDS REV #: 1.0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
A
10/02/21
ISSUED FOR REVIEW
0
10/18/21
ISSUED FOR CONSTRUCTION
1
12/28/21
ISSUED FOR CONSTRUCTION
A&E PROJECT NUMBER
156500.001.01
DISH Wireless L.L.C.
PROJECT INFORMATION
MIMIA00633A
5690 ENVIRONMENT DR.
FORT PIERCE, FL 34981
SHEET TITLE
GROUNDING PLANS
AND NOTES
SHEET NUMBER
G-1
DISH Wireless L.L.C. TEMPLATE VERSION 41 — 09/03/2021
NOTES
EQUIPMENT CABINET OMITTED FOR CLARITY PROPOSED CPS UNIT
PROPOSED CPS UNIT
PROPOSED 200AMP
METER SOCKET
I
PROPOSED PIPE COLUMN
I u
Ou
I
I
I PROPOSED POWER
PROTECTIVE
CABINET
I E
/ PROPOSED CIENA
I � /
1 /
SPACE RESERVED.I
\ I I III FOR ADDITIONAL II
\ I I III DISCONNECT II
\ I I III SAFETY SWITCH. II
- \ IF REQUIRED. 61
I I — I I
#2 AWG GROUND
CONDUCTOR TO GROUND
PROPOSED CPS UNIT MOUNT \
OR APPROVED EQUAL
\
1/2" COAX CABLE 8" MIN.
BENDING RADIUS PER
CABLE MANUFACTURER'S
SPECIFICATIONS -
TO GROUND
TYPICAL GPS UNIT GROUNDING
CABLE GROUNDING NOT REQUIRED WHEN
ANTENNA IS LESS THAN 10' FROM CABINET
PROPOSED POST
0
O
PROPOSED PIPE CLAMPS
NO SCALE I 2 I
I
V
\
I
\ \ II
\ I
ilL----------
I --- --- ---- PROPOSED TELCO FIBER
l ENCLOSURE (BEHIND H—FRAME)
I
I
PROPOSED #2 AWG TIE
_ INTO GROUND RING (TYP)
1
I I PROPOSED PLATFORM
#2 TINNED SOLID IN 1/2" MIN. LIQUID
\ 11I
oo
—
TIGHT CONDUIT FROM 24" BELOW GRADE /
\
TO WITHIN 3" TO 6' OF CAD —WELD
o0
TERMINATION POINT EXPOSED END OF /�
0 0 0 0 0 Oo
o 0 0 0 �0 0 0 0 0� o 0 0 o �\ \
\
THE LIQUID TIGHT CONDUIT MUST BE /
- \
SEALED WITH SILICONE CAULK. (TYP)
/
GROUND
BUSS BAR
I
I
00 FINISHED GRADE \\ \\ PROPOSED GROUND RING
I 1
\
I
1
-
-
BASE CONNECTION
PROPOSED
BOND EQUIPMENT GROUND BAR TO
# 2 GROUND --------GROUND
RING
GROUNDING ELECTRODE SYSTEM (TYP)
H—FRAME GROUNDING
DETAIL
NO SCALE
OUTDOOR CABINET GROUNDING
7N.IALE
3
12" DIA x 24" DEEP
"
#2 TINNED SOLID IN 1 /2MIN. LIQUID
PECTION SLEEVE PVC
x INSOR SOIL PIPE WITH CAP
TIGHT CONDUIT FROM 24" BELOW GRADE
PIPE
a OR EQUIVALENT
TO WITHIN 3" TO 6" OF CAD —WELD AP
TERMINATION POINT. EXPOSED END OF
t
N
//
THE LIQUID TIGHT CONDUIT MUST BE /
SEALED WITH SILICONE CAULK. /
FINISHED GRADE
INCLUDE WARNING TAPE WITH
BACKFILL PER SPECIFICATIONS
�� EXOTHERMIC CONNECTION
\//\//\//
2 w
m z
3/4" CRUSHED STONE OR
N
EQUAL FILL TEST WELL TO
WITHIN 2" OF TOP OF
o' ow
o w
GROUNDING LOOP CONDUCTOR
o
GROUND RING, #2 AWG
SOLID BARE TINNED
CADWEL (TYR) I
GROUND RING
COPPER CONDUCTOR
2 AWG SOLID TINNED
COPPER
TIE INTO EXISTING
CONDUCTOR
GROUND RING
EXTERIOR GROUND RING
GROUND ROD, 1/2" MIN. x 8'-0"
LONG COPPER CLAD STEEL
(ERICO #625880)
TRANSITIONING GROUND DETAIL
NO SCALE
4
TYPICAL TEST GROUND ROD WITH INSPECTION SLEEVE
NO SCALE
5
TYPICAL GROUND RING TRENCH
NO SCALE
6
d h
wirelessn
5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
Cif3 B+T GRP
1717 S. BOULDER
SUITE 300
TULSA, OK 74119
PH: (918) 587-4630
www.btgrp.Gom
CHAD TUTTLE, P.E.
B&T ENGINEERING, INC
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY CHAD TUTTLE, P.E. USING A DIGITAL
SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE
SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC Cjl�II I I I III
No. 57199 _
,o �= STATE OF :
�Q
to
rr,••����fI11111111���\
B&T ENGINEERING, INC.
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
DRAWN BY:
CHECKED BY:
APPROVED BY:
YN
DAS
BEL
REDS REV #: 1.0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
A
10/02/21
ISSUED FOR REVIEW
0
10/18/21
ISSUED FOR CONSTRUCTION
1
12/28/21
ISSUED FOR CONSTRUCTION
A&E PROJECT NUMBER
156500.001.01
DISH Wireless L.L.C.
PROJECT INFORMATION
MIMIA00633A
5690 ENVIRONMENT DR.
FORT PIERCE, FL 34981
SHEET TITLE
GROUNDING DETAILS
SHEET NUMBER
G-2
DISH Wireless L.L.C. TEMPLATE VERSION 41 — 09/03/2021
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
CONNECTORS RATED CONNECTOR BARREL ALL INTERIOR TWO -HOLE CONNECTOR BARREL
BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC CONNECTORS
WELD.
3/8" DIA xi 1/2" 3/8" DIA x1 1/2"
2. ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER.
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
3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND
BEFORE MATING. S/S LOCK S/S LOCK
WASHER WASHER
4. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR
DOWN TO GROUNDING BUS. S/S FLAT TjT /n� S/S FLAT
5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON WASHER ��11 J WASHER
THE BACK SIDE. L---------- L---- - - - - - -
TINNED COPPER TINNED COPPER
6. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. S/S FLAT GROUNDING BAR S/S FLAT GROUNDING BAR�
TT
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS WASHER WASHER
REQUIRED.--- ---------- -------
8. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL (NO SHINERS). S/S BOLT S/S BOLT
(1 OF 2) (1 OF 2)
1/16" MINIMUM SPACING 1/16" MINIMUM SPACING
TYPICAL GROUNDING NOTES NO SCALE TYPICAL EXTERIOR TWO HOLE LUG NO SCALE `Z TYPICAL INTERIOR TWO HOLE LUG NO SCALE 3
NOTE: MINIMUM OF 3 THREADS S/S BOLT (TYR)
TO BE VISIBLE (TYP)
S/S SPLIT WASHER (TYR)
S/S FLAT WASHER (TYP)
2 HOLE LONG BARREL
TINNED SOLID COPPER
LUG (TYP)`.
S/S FLAT WASHER (TYP)
TIN COATED SOLID
COPPER BUS BAR S/S NUT (TYP)
CHERRY INSULATOR
INSTALLED IF REQUIRED
LUG DETAIL I NO SCALE 1 4 1 NOT USED I NO SCALE 1 5 1 NOT USED I NO SCALE 1 6 1
NOT USED NO SCALE 7 NOT USED NO SCALE 8 NOT USED NO SCALE 9
dw" s h
wireless
5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
Jf3 B+T GRP
1717 S. BOULDER
SUITE 300
TULSA, OK 74119
PH: (918) 587-4630
www.btgrp.Gom
CHAD TUTTLE, P.E.
B&T ENGINEERING, INC
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY CHAD TUTTLE, P.E. USING A DIGITAL
SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE
SIGNATURE MUST BE VERIFIED ON ANY
ELECTR NIC,5gWi1111111! lf,1,.I�
E' T t fffffrr
�1~ C3
No. 57199 _
-0 �= STATE OF :
�Q
rr,••sS'aNALE000`
'1111111111111 ,
B&T ENGINEERING, INC.
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
DRAWN BY:
CHECKED BY:APPROVED
BY:
YN
DAS
BEL
REDS REV #: 1.0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
A
10/02/21
ISSUED FOR REVIEW
0
10/18/21
ISSUED FOR CONSTRUCTION
1
12/28/21
ISSUED FOR CONSTRUCTION
A&E PROJECT NUMBER
156500.001.01
DISH Wireless L.L.C.
PROJECT INFORMATION
MIMIA00633A
5690 ENVIRONMENT DR.
FORT PIERCE, FL 34981
SHEET TITLE
GROUNDING DETAILS
SHEET NUMBER
G-3
DISH Wireless L.L.C. TEMPLATE VERSION 41 - 09/03/2021
RF JUMPER COLOR CODING
3/4" TAPE WIDTHS WITH 3/4" SPACING
ALPHA RRH
BETA
RRH
GAMMA RRH
PORT 1
PORT 2 PORT 3
PORT 1
PORT2PORT
3 PORi 4PORTPORT
2PORT3PORT4LOW-BAND
RRH -SLANT
SLANTSLANT+SLANT
-SLANT
+SLANT -SLANTSLANST+SLANT-SLANT(600MHz
N71 BASEBAND) +(S50MHz
N26 BAND) +(700MHz
N29 BAND) -OPTIONAL PER MARKETREDREDRED
BLUE
BLUE
BLUE BLUE
GREENGREEGREENGREENORANGE
ORANGE RE
JORANGE
ORANGE
ORANGE
BLUE BLUE
ORANGERANGEGREEN
GREENADD
FREQUENCY COLOR TO SECTOR BAND(CBRS
ORANGE
WILL USE YELLOW BANDS) WP�RANGE
WHP�ORf
ORANGE ORANGE WHPoRTORANGE
WHRE
WHITE
- PORT
- PORT
RED
RED RED
RED
BLUE
BLUE
RRH(AWS
BANDS N66+N70)
BLUEPURPLEPURPLE�PO��Po�
ADD FREQUENCY COLOR TO SECTOR BAND(CBRS
iBLUEGREENGREENIjjjEEMID-BAND
PURPLE
wH�RT
WILL USE YELLOW BANDS)WHRE
PoRT
-PoRT
HYBRID/DISCREET CABLES
EXAMPLE
1 EXAMPLE 2
EXAMPLE 3
RED
RED
INCLUDE SECTOR BANDS BEING SUPPORTED
ALONG WITH FREQUENCY BANDS
BLUE
BLUE
GREEN
GREEN
ORANGE
CONTRACTOR TO REFER TO FINAL
EXAMPLE 1 - HYBRID, OR DISCREET, SUPPORTS
ALL SECTORS, BOTH LOW -BANDS AND MID -BANDS
PURPLE
CONSTRUCTION
FINAL REDS IS
REDS FOR ALL RD DETAILS.
IN NEXSYSONE.
ORANGE
YE
wireless
5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
B+T GRP
1717 S. BOULDER
SUITE 300
TULSA, OK 74119
PH:(918)587-4630
www.btgrp.com
CHADTUTTLE, P.E.
B&T ENGINEERING, INC
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY CHAD TUTTLE, P.E. USING A DIGITAL
SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE
SIGNATURE MUSTt BEI VERIFIED ON ANY
ELECTRO'SC�QRII�.r1 t 1171.,.If
�i❑.57199 _
.4 �= STATE OF :
�Q
`J,••�IIIf111111111����
B&T ENGINEERING, INC.
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
DRAWN BY:
CHECKED BY:
APPROVED BY:
YN
DAS
BEL
REDS REV #: 1.0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
A
10/02/21
ISSUED FOR REVIEW
0
10/18/21
ISSUED FOR CONSTRUCTION
1
12/28/21
ISSUED FOR CONSTRUCTION
A&E PROJECT NUMBER
156500.001.01
DISH Wireless L.L.C.
PROJECT INFORMATION
MIMIA00633A
5690 ENVIRONMENT DR.
FORT PIERCE, FL 34981
SHEET TITLE
RF
CABLE COLOR CODE
SHEET NUMBER
RF-1
LOW BANDS (N71+N26) AWS
OPTIONAL - (N29) (N66+N70+H-BLOCK)
0 d "sh
PURPLE
CBRS TECH NEGATIVE SLANT PORT
(3 GHz) ON ANT/RRH
YELLOW WHITE
ALPHA SECTOR BETA SECTOR GAMMA SECTOR
GREEN
COLOR IDENTIFIER No SCALE `L
NOT USED No SCALE 3
RF CABLE COLOR CODES NO SCALE NOT USED No SCALE 4
LOR lo
L
DISH Wireless L.L.C. TEMPLATE VERSION 41 - 09/03/2021
EXOTHERMIC CONNECTION
�
AB
ANCHOR BOLT
IN
INCH
ABV
ABOVE
INT
INTERIOR
MECHANICAL CONNECTION
AC
ALTERNATING CURRENT
LB(S)
POUND(S)
BUSS BAR INSULATOR
-
ADDL
ADDITIONAL
LF
LINEAR FEET
CHEMICAL ELECTROLYTIC GROUNDING SYSTEM
e
AFF
ABOVE FINISHED FLOOR
LTE
LONG TERM EVOLUTION
AFG
ABOVE FINISHED GRADE
MAS
MASONRY
TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM
e T
AGL
ABOVE GROUND LEVEL
MAX
MAXIMUM
EXOTHERMIC WITH INSPECTION SLEEVE
8
AIC
AMPERAGE INTERRUPTION CAPACITY
MD
MACHINE BOLT
GROUNDING BAR
ALUM
ALUMINUM
MECH
MECHANICAL
ALT
ALTERNATE
MFR
MANUFACTURER
GROUND ROD
III'"
ANT
ANTENNA
MISS
MASTER GROUND BAR
TEST GROUND ROD WITH INSPECTION SLEEVE
II MT
APPROX
APPROXIMATE
MIN
MINIMUM
ARCH
ARCHITECTURAL
MISC
MISCELLANEOUS
SINGLE POLE SWITCH
$1�
ATS
AUTOMATIC TRANSFER SWITCH
MTL
METAL
AWG
AMERICAN WIRE GAUGE
MTS
MANUAL TRANSFER SWITCH
DUPLEX RECEPTACLE
A
BATT
BATTERY
MW
MICROWAVE
BLDG
BUILDING
NEC
NATIONAL ELECTRIC CODE
DUPLEX GFCI RECEPTACLE
/LL1
BLK
BLOCK
NM
NEWTON METERS
1/
BLKG
BLOCKING
N0.
NUMBER
FLUORESCENT LIGHTING FIXTURE (2) TWO LAMPS 48-T8
-1I
I r F
BM
BEAM
#
NUMBER
L - - - J
BTC
BARE TINNED COPPER CONDUCTOR
NTS
NOT TO SCALE
SMOKE DETECTION (DC)
SD
BOF
BOTTOM OF FOOTING
OC
ON -CENTER
CAB
CABINET
OSHA
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
EMERGENCY LIGHTING (DC)
CANT
CANTILEVERED
OPNG
OPENING
CHG
CHARGING
P/C
PRECAST CONCRETE
SECURITY LIGHT W/PHOTOCELL LITHONIA ALXW
O
CLG
CEILING
PCs
PERSONAL COMMUNICATION SERVICES
LED- 1-25A400/51K-SR4-120-PE-DDBTXD
CLR
CLEAR
PCU
PRIMARY CONTROL UNIT
COL
COLUMN
CHAIN LINK FENCE
X
X X
X
PRC
PRIMARY RADIO CABINET
COMM
COMMON
PP
POLARIZING PRESERVING
WOOD/WROUGHT IRON FENCE
CONC
CONCRETE
PSF
POUNDS PER SQUARE FOOT
WALL STRUCTURE
CONSTR
CONSTRUCTION
PSI
POUNDS PER SQUARE INCH
DBL
DOUBLE
LEASE AREA —
— —
— — — — — —
— — — —
PT
PRESSURE TREATED
DC
DIRECT CURRENT
PWR
POWER CABINET
PROPERTY LINE (PL)
DEPT
DEPARTMENT
CITY
QUANTITY
SETBACKS - -
- - - -
- - - - - - - - - - - -
- - - - - - -
OF
DOUGLAS FIR
BAD
RADIUS
DIA
DIAMETER
ICE BRIDGE
RECT
RECTIFIER
DIAG
DIAGONAL
REF
REFERENCE
CABLE TRAY
DIM
DIMENSION
REINF
REINFORCEMENT
WATER LINE
W
W W W
W
DWG
DRAWING
REQ'D
REQUIRED
OWL
DOWEL
UNDERGROUND POWER
UGP —
UGP — UGP — UGP
— UGP
EA
EACH
RET
REMOTE ELECTRIC TILT
RF
RADIO FREQUENCY
UNDERGROUND TELCO
UGT —
UGT — UGT — UGT
— UGT
EC
ELECTRICAL CONDUCTOR
RMC
RIGID METALLIC CONDUIT
OVERHEAD POWER
OHP
OHP OHP
OHP
EL.
ELEVATION
RRH
REMOTE RADIO HEAD
ELEC
ELECTRICAL
OVERHEAD TELCO
OTT
OTT OHT
OHT
RRU
REMOTE RADIO UNIT
EMT
ELECTRICAL METALLIC TUBING
RWY
RACEWAY
UNDERGROUND TELCO/POWER
UGT/P
UGT/P UGT/P
UGT/P
ENG
ENGINEER
SCH
SCHEDULE
ABOVE GROUND POWER
AGP
AGP AGP AGP
AGP
EQ
EQUAL
SHT
SHEET
EXP
EXPANSION
ABOVE GROUND TELCO
ACT —
ACT — ACT — ACT
— ACT
EXT
EXTERIOR
SIAD
SMART INTEGRATED ACCESS DEVICE
SIM
SIMILAR
ABOVE GROUND TELCO/POWER
AGT/P
AGT/P — AGT/P
AGT/P
EW
EACH WAY
FAB
FABRICATION
SPEC
SPECIFICATION
WORKPOINT
W.P.
SQ
SQUARE
FF
FINISH FLOOR
SS
STAINLESS STEEL
SECTION REFERENCE
X X
FG
FINISH GRADE
STD
STANDARD
FIF
FACILITY INTERFACE FRAME
STL
STEEL
FIN
FINISH(ED)
TEMP
TEMPORARY
FLR
FLOOR
THIN
THICKNESS
DETAIL REFERENCE
XX
FDN
FOUNDATION
TMA
TOWER MOUNTED AMPLIFIER
X_X
FOC
FACE OF CONCRETE
TN
TOE NAIL
FOM
FACE OF MASONRY
TOA
TOP OF ANTENNA
FOS
FACE OF STUD
TOC
TOP OF CURB
FOW
FACE OF WALL
TOF
TOP OF FOUNDATION
FS
FINISH SURFACE
TOP
TOP OF PLATE (PARAPET)
FT
FOOT
FTG
FOOTING
TOS
TOP OF STEEL
TOW
TOP OF WALL
GA
GAUGE
GEN
GENERATOR
TVSS
TRANSIENT VOLTAGE SURGE SUPPRESSION
TYR
TYPICAL
GFCI
GROUND FAULT CIRCUIT INTERRUPTER
GLB
GLUE LAMINATED BEAM
UG
UNDERGROUND
UL
UNDERWRITERS LABORATORY
GLV
GALVANIZED
GPS
GLOBAL POSITIONING SYSTEM
UNO
UNLESS NOTED OTHERWISE
UMTS
UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM
GND
GROUND
UPS
UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT)
GSM
GLOBAL SYSTEM FOR MOBILE
HDG
HOT DIPPED GALVANIZED
VIF
VERIFIED IN FIELD
HDR
HEADER
W
WIDE
HGR
HANGER
W/
WITH
HVAC
HEAT/VENTILATION/AIR CONDITIONING
WD
WOOD
HT
HEIGHT
WP
WEATHERPROOF
IGR
INTERIOR GROUND RING
WT
WEIGHT
LEGEND
ABBREVIATIONS
dw" s h
wireless-
5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
Cif3 B+T GRP
1717 S. BOULDER
SUITE 300
TULSA, OK 74119
PH: (918) 587-4630
www.btgrp.Gom
CHAD TUTTLE, P.E.
B&T ENGINEERING, INC
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY CHAD TUTTLE, P.E. USING A DIGITAL
SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE
SIGNATURE M 11fi ll VfRIFI D ON ANY
ELECTRO�FrUV J�.I
No.57199
-0 �= STATE OF :
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B&T ENGINEERING, INC.
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
DRAWN BY:
CHECKED BY:APPROVED
BY:
YN
DAS
BEL
REDS REV #: 1.0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
A
10/02/21
ISSUED FOR REVIEW
0
10/18/21
ISSUED FOR CONSTRUCTION
1
12/28/21
ISSUED FOR CONSTRUCTION
A&E PROJECT NUMBER
156500.001.01
DISH Wireless L.L.C.
PROJECT INFORMATION
MIMIA00633A
5690 ENVIRONMENT DR.
FORT PIERCE, FL 34981
SHEET TITLE
LEGEND AND
ABBREVIATIONS
SHEET NUMBER
GN-1
DISH Wireless L.L.C. TEMPLATE VERSION 41 - 09/03/2021
SITE ACTIVITY REQUIREMENTS:
I.
NOTICE TO PROCEED - NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEIVING A WRITTEN NOTICE TO PROCEED
(NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless
L.L.C. AND TOWER OWNER NOC & THE DISH Wireless L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER.
2. "LOOK UP" - DISH Wireless L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT:
THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES
OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL
NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON
THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM
ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE
ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING
CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR DISH Wireless L.L.C. AND DISH Wireless L.L.C. AND TOWER OWNER POC
OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET.
3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES, BUT
IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES
AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL
JURISDICTIONAL REQUIREMENTS.
4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING
PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF
THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS;
AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING
PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND DISH Wireless L.L.C. AND TOWER OWNER STANDARDS, INCLUDING
THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN
ACCORDANCE WITH ANSI/TIA-322 (LATEST EDITION).
5. ALL SITE WORK TO COMPLY WITH DISH Wireless L.L.C. AND TOWER OWNER INSTALLATION STANDARDS FOR CONSTRUCTION
ACTIVITIES ON DISH Wireless L.L.C. AND TOWER OWNER TOWER SITE AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD FOR
INSTALLATION. ALTERATION. AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS."
6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE
AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless L.L.C. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH
CHANGE OF INSTALLATION.
7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS
AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES,
REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED
OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,
ORDINANCES AND APPLICABLE REGULATIONS.
8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS
UNLESS SPECIFICALLY STATED OTHERWISE.
9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START
OF CONSTRUCTION.
10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE
PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY
CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR
UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A)
FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY
PROCEDURES.
11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS,
LATEST APPROVED REVISION.
12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF
THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND
DISPOSED OF LEGALLY.
13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE
WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH
THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless L.L.C. AND TOWER OWNER, AND/OR LOCAL UTILITIES.
14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE
REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS.
15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS.
16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE
APPLICATION.
17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR
DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION
DRAWINGS AND/OR PROJECT SPECIFICATIONS.
18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF
REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL.
19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY
DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER.
20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS
REMOVED FROM THE EXISTING FACILITY. ANTENNAS AND RADIOS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED
LOCATION.
21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY
BASIS.
22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT
BE PLACED IN ANY FILL OR EMBANKMENT.
GENERAL NOTES:
1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY:
CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION
CARRIER:DISH Wireless L.L.C.
TOWER OWNER:TOWER OWNER
2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY
EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE
WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE
OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY
CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED
STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN.
3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF
CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES,
SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND
PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, FORMWORK, SHORING, ETC
SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL
OBSERVATION OF THE FINISHED STRUCTURE ONLY.
4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.
WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN
THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE
GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF
RECORD.
5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST
IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO
FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO
FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE
DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS
POSSIBLE.
6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE
EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY
DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER.
7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS
AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES,
REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED
OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,
ORDINANCES AND APPLICABLE REGULATIONS.
8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR
NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.
9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS
UNLESS SPECIFICALLY STATED OTHERWISE.
10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE
AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE
OF INSTALLATION.
11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL
CONDUITS FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN
DRAWINGS.
12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY
DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF DISH Wireless L.L.C. AND TOWER OWNER
13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS
REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION.
14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY
BASIS.
dw" s h
wirelessn
5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
Jf3 B+T GRP
1717 S. BOULDER
SUITE 300
TULSA, OK 74119
PH: (918) 587-4630
www.btgrp.Gom
CHAD TUTTLE, RE.
B&T ENGINEERING, INC
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY CHAD TUTTLE, P.E. USING A DIGITAL
SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE
SIGNATURE MUST VERIFIED ON ANY
ELECT',',�JQ�11II ll1/1
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Cs \C t-1 v a- e
No. 57199 _
-0 �= STATE OF :
�Q
sS�aNALE�'.��`
B&T ENGINEERING, INC.
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
DRAWN BY:
CHECKED BY:APPROVED
BY:
YN
DAS
BEL
RFDS REV #: 1.0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
A
10/02/21
ISSUED FOR REVIEW
0
10/18/21
ISSUED FOR CONSTRUCTION
1
12/28/21
ISSUED FOR CONSTRUCTION
A&E PROJECT NUMBER
156500.001.01
DISH Wireless L.L.C.
PROJECT INFORMATION
MIMIA00633A
5690 ENVIRONMENT DR.
FORT PIERCE, FL 34981
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
GN-2
DISH Wireless L.L.C. TEMPLATE VERSION 41 - 09/03/2021 --°"'-"°' ""' 1011 1., - S1111-`-2 - °° - 11,- 1,-'e 121 - '
CONCRETE. FOUNDATIONS, AND REINFORCING STEEL:
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN
AND CONSTRUCTION SPECIFICATION FOR CAST -IN -PLACE CONCRETE.
2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000
psf.
3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NOTED OTHERWISE. NO
MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD.
TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90°f AT TIME OF PLACEMENT.
4. CONCRETE EXPOSED TO FREEZE -THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE
BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A
MAXIMUM WATER -TO -CEMENT RATIO (W/C) OF 0.45.
5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL
SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS,
UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS:
#4 BARS AND SMALLER 40 ksi
#5 BARS AND LARGER 60 ksi
6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON
DRAWINGS:
• CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
• CONCRETE EXPOSED TO EARTH OR WEATHER:
• #6 BARS AND LARGER 2"
• #5 BARS AND SMALLER 1-1/2"
• CONCRETE NOT EXPOSED TO EARTH OR WEATHER:
• SLAB AND WALLS 3/4"
• BEAMS AND COLUMNS 1-1/2"
7. A TOOLED EDGE OR A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE,
IN ACCORDANCE WITH ACI 301 SECTION 4.2.4.
ELECTRICAL INSTALLATION NOTES:
1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE
FEDERAL, STATE, AND LOCAL CODES/ORDINANCES.
2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED
AND TRIP HAZARDS ARE ELIMINATED.
3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC.
4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC.
4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF
THE NATIONAL ELECTRICAL CODE.
4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT
CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE
RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE
GOVERNING JURISDICTION.
5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE
LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR
EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA.
6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE
CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT
ID'S).
7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS.
8. TIE WRAPS ARE NOT ALLOWED.
9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER)
WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED.
10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH
TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED.
11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI -CONDUCTOR, TYPE SCOW CORD (#14 OR LARGER) UNLESS
OTHERWISE SPECIFIED.
12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH
TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED.
13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND
BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75` C (90° C IF AVAILABLE).
14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND
NEC.
15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR
EXPOSED INDOOR LOCATIONS.
16. ELECTRICAL METALLIC TUBING (EMT) OR METAL -CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS
17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE
GRADE PVC CONDUIT.
18. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION
OCCURS OR FLEXIBILITY IS NEEDED.
19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SET
SCREW FITTINGS ARE NOT ACCEPTABLE.
20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE
NEC.
21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS
(WIREMOLD SPECMATE WIREWAY).
22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL).
23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON -PERFORATED STRAPS AND HANGERS. EXPLOSIVE
DEVICES (i.e. POWDER -ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF
THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO
ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE
MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR
OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT
FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED
MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE.
24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY -COATED SHEET
STEEL. SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR
EXTERIOR LOCATIONS.
25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED OR NON -CORRODING; SHALL MEET OR
EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR
BETTER) FOR EXTERIOR LOCATIONS.
26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED
NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS.
27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR DISH Wireless L.L.C. AND
TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS.
28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE
WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY.
29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "DISH Wireless L.L.C.".
30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED.
d.sh
wireless-
5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
Jf3 B+T GRP
1717 S. BOULDER
SUITE 300
TULSA, OK 74119
PH: (918) 587-4630
www.btgrp.com
CHAD TUTTLE, P.E.
B&T ENGINEERING, INC
THIS ITEM HAS BEEN DIGITALLY SIGNED AND,
SEALED BY CHAD TUTTLE, P.E. USING A DIGITAL.
SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE;
SIGNATURE MUSTt14E11 VE�FIED ON ANY
11 01
ELECTRO'IC�(QAIi�1,11I
r
No. 57199 _
'0 �= STATE OF :
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B&T ENGINEERING, INC.
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
DRAWN BY:
CHECKED BY:APPROVED
BY:
YN
DAS
BEL
RFDS REV #: 1.0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
A
10/02/21
ISSUED FOR REVIEW
0
10/18/21
ISSUED FOR CONSTRUCTION
1
12/28/21
ISSUED FOR CONSTRUCTION
A&E PROJECT NUMBER
156500.001.01
DISH Wireless L.L.C.
PROJECT INFORMATION
MIMIA00633A
5690 ENVIRONMENT DR.
FORT PIERCE, FL 34981
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
GN-3
DISH Wireless L.L.C. TEMPLATE VERSION 41 - 09/03/2021 '=° Ill U-11 11-1 R°°° 9-1"11'--`-'-- 9 - -° 121 - 11
GROUNDING NOTES
1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GES'S) SHALL
BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC.
2. THE CONTRACTOR SHALL PERFORM IEEE FALL —OF —POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR
GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO
ACHIEVE A TEST RESULT OF 5 OHMS OR LESS.
3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO
PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS.
4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY
BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS.
5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS
WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS
EQUIPMENT.
6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL
EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS.
7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE
OF THE GROUND BUS ARE PERMITTED.
8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED
COPPER UNLESS OTHERWISE INDICATED.
9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS.
10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45° BENDS CAN BE ADEQUATELY
SUPPORTED.
11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE.
12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS.
13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS.
14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND
BAR.
15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND
CONNECTIONS.
16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL.
17. MISCELLANEOUS ELECTRICAL AND NON —ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND
RING, IN ACCORDANCE WITH THE NEC.
18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND
CONDUCTOR.
19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED
THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR
SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL
CONDITIONS, NON—METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e.,
NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT.
20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4"
NON—METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD —WELD TERMINATION POINT. THE EXPOSED END
OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL).
21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE
TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING
SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO
THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE
(FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES.
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wireless-
5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
Cif3 B+T GRP
1717 S. BOULDER
SUITE 300
TULSA, OK 74119
PH: (918) 587-4630
www.btgrp.Gom
CHAD TUTTLE, P.E.
B$T ENGINEERING, INC
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY CHAD TUTTLE, P.E. USING A DIGITAL.
SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE'.
SIGNATURE MUS VERIFIED ON ANY
ELECTRC�4011I� t 11 I1 1'I,
.If�
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C3.'Ci'•S�•
No. 57199 _
.4 �= STATE OF :
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B&T ENGINEERING, INC.
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
DRAWN BY:
CHECKED BY:APPROVED
BY:
YN
DAS
BEL
RFDS REV #: 1.0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
A
10/02/21
ISSUED FOR REVIEW
0
10/18/21
ISSUED FOR CONSTRUCTION
1
12/28/21
ISSUED FOR CONSTRUCTION
A&E PROJECT NUMBER
156500.001.01
DISH Wireless L.L.C.
PROJECT INFORMATION
MIMIA00633A
5690 ENVIRONMENT DR.
FORT PIERCE, FL 34981
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
GN-4
DISH Wireless L.L.C. TEMPLATE VERSION 41 — 09/03/2021 -" - - - - -