HomeMy WebLinkAbout2022-03-28 PACKET 06.1.STAFF REPORT CASE: CUP2022-026
ITEM: 6.1
PUBLIC MEETING DATE: 3/28/22 TENTATIVE COUNCIL REVIEW DATE: 4/6/22
APPLICATION
APPLICANT: Dish Wireless, LLC
REQUEST: A conditional use permit to install three antennas to an existing antenna
tower and a ground mounted equipment platform.
SITE DATA
LOCATION:
ZONING:
GUIDED LAND USE:
10475 Kimbro Avenue South
AG-1, Agricultural Preservation
Agricultural Preservation
LAND USE OF ADJACENT PROPERTIES: CURRENT GUIDED
NORTH: Agricultural Agricultural Preservation
EAST: Agricultural Agricultural Preservation
SOUTH: Agricultural Rural Residential
WEST: Rural Residential Rural Residential
SIZE: N/A
DENSITY: N/A
RECOMMENDATION
Approval, subject to the conditions stipulated in this staff report.
Cottage
Grove COTTAGE GROVE PLANNING DIVISION
�
here Pride and Prosperity Meet
Planning Staff Contact: Emily Schmitz, Senior Planner; 651-458-2874; eschmitz(o-)_cottagegrovemn.gov
Application Accepted:. 2/10/2022 60-Day Review Deadline: 4/11/2022
City of Cottage Grove Planning Division • 12800 Ravine Parkway South • Cottage Grove, MN 55016
Planning Staff Report
Dish Wireless, LLC — Kimbro Avenue Antenna Tower
Planning Case No. CUP2022-026
March 28, 2022
Introduction
Dish Wireless, LLC (Applicant) has applied for a conditional use permit (CUP) to add equipment
to an existing private antenna tower as well as ground equipment to the site located at 10475
Kimbro Avenue South on property owned by Jerome and Helen Goulet. The Applicant is propos-
ing to install three antennas and the required cable to the tower, as well as a ground -mounted
equipment platform with an equipment cabinet.
Site Location
Review Schedule
Application Received: February 10, 2022
Application Accepted: February 10, 2022
Planning Commission Meeting: March 28, 2022
Tentative City Council Meeting: April 6, 2022
60-Day Review Deadline: April 11, 2022
Background
An existing 120-foot monopole and equipment building were constructed on the property in July
1998. Sprint Spectrum, a communication company, originally constructed the monopole and equip-
ment building. Nextel Communications co -located their antennas and constructed an equipment
building in 2004 at the site. Since the original construction, Sprint purchased Nextel Communications
Planning Commission Staff Report — Kimbro Avenue Antenna Tower
Planning Case No. CUP2022-026
March 28, 2022
Page 2 of 4
and they now manage all the equipment. In 2011, AT&T co -located six antennas on the monopole
and constructed a 12-foot by 28-foot equipment building (City Resolution No. 2011-154) and in 2014
added additional antennas to the tower.
Current Property Characteristics
A private access drive for the Goulet's farmstead extends east of Kimbro Avenue, past the house
and machine shed. There is a windbreak of trees along the north side of the private drive and
extends to the entrance of the machine shed. The rest of the property north and east of the farm-
stead is Goulet's farmland.
The existing monopole and equipment buildings are located on the northeast side of the wind-
break. The monopole was designed to accommodate more than one antenna array. In addition,
the monopole and its foundation were designed for the soil conditions and local wind load guide-
lines. The original leased area for the monopole and equipment building is a 50-foot by 50-foot
area. The previous conditional use permit approvals required the leasable area to be enlarged to
accommodate the additional users. A security fence, eight feet in height, surrounds the area that
is leased by the various tenants.
Current Site
Proposal
Current Lease Area
The Applicant is proposing to add three antennas, equipment and mounts, and a ground -mounted
equipment platform. The antennas are proposed to be installed at 110 feet on the 120-foot tower.
The Applicant is also proposing installation of an equipment platform, 7-foot by 5-foot, and ele-
vated approximately 2 feet off the ground. The platform will house an equipment cabinet and other
required equipment for operations. An additional ice bridge will secure the transmission lines from
the tower to the equipment platform.
Planning Commission Staff Report — Kimbro Avenue Antenna Tower
Planning Case No. CUP2022-026
March 28, 2022
Page 3 of 4
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Proposed Site Plan
Planning Considerations
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Zoning Ordinance Criteria
The Electromagnetic Communications Facilities (EMCF) ordinance allows freestanding antennas
on agriculturally zoned property with a conditional use permit. The existing monopole was origi-
nally approved by the City Council on March 18, 1998. The proposal continues to meet all required
lot setbacks.
Landscaping
Landscaping exists around the lease area and the proposed improvements will not require addi-
tional landscaping. The property owner does not want trees planted on the north or east side of
the monopole site because the trees would encroach into the property owner's tillable acreage.
Given the antenna tower location on the site, the equipment buildings are somewhat screened
from Kimbro Avenue without the need for additional landscaping.
Planning Commission Staff Report — Kimbro Avenue Antenna Tower
Planning Case No. CUP2022-026
March 28, 2022
Page 4 of 4
Public Hearing Notices
The public hearing notice was mailed to 14 property owners who are within 500 feet of the pro-
posed monopole site on the Goulet's property on March 17, 2022, and published in the St. Paul
Pioneer Press on March 16, 2021.
Recommendation
That the Planning Commission recommend that the City Council approve the conditional use per-
mit for the addition of three antennas and a 7-foot by 5-foot equipment platform and ice bridge
located on the private antenna tower site at 10475 Kimbro Avenue South, subject to the following
conditions:
1. The Applicant must complete and submit a building permit application and plans for the
installation of the tower mounted equipment and cables, including three antennas and the
ground mounted equipment platform.
2. All applicable electrical and building permits must be obtained prior to commencement of
construction.
3. No advertising shall be displayed on the monopole, antenna panels, equipment building,
or fence.
Prepared by
Emily Schmitz — Senior Planner
Attar,hmPntc
— Construction Documents Dated 11 /12/2021
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DISH Wireless L.L.C. SITE ID:
M N M S P00147A
DISH Wireless L.L.C. SITE ADDRESS:
10475 KIMBRO AVEUNE SOUTH
COTTAGE GROVE, MN 55016
MINNESOTA 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 2015 MINNESOTA BUILDING CODE/2015 IBC
MECHANICAL 2015 MINNESOTA MECHANICAL AND FUEL GAS CODE/2015 IMC
ELECTRICAL 2015 MINNESOTA ELECTRICAL CODE/2017 NEC
SHEETINDEX
SHEET NO.
SHEET TITLE
—
TITLE SHEET
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-0
EQUIPMENT DETAILS
f-1
ELECTRICAL/FIBER ROUTE PLAN AND NOTES
E-2
ELECTRICAL DETAILS
E-3
ELECTRICAL ONE -LINE, FAULT CALOS & PANEL SCHEDULE
G-1
GROUNDING PLANS AND NOTES
G-2
GROUNDING DETAILS
GFOUNDING DETAILS
RF-1
IF CABLE COLOR CODE
LEGEND AND BR EVIATIONS
GN-2
GENERAL NOTES
GN-3
GENERAL NOTES
GN-4
GENERAL NOTES
DISH Wlreles LLC, TEMPLATE VERSION 45 - 10/08/2021
SCOPE OF WORK
IS IS NOT N ALL INCL SIVE LIST c R CT"
sHAL ENAIAIIL SIF
THEPROJECTGENERALLY OCONSISTSR OFTHEFOLLOWING :N EDED EO UIPMENT TO PROVIDE A FUNCTION E
TOWER SCOPE
INSTALL
OF WORK:
ECT
(3) PROPOPANEL ANTENNAS 11 PER SOR)
SEDALL
INST
INSTALL
(1) PROPOSED ANTENNA PLATFORM MOUNT
PROPOSED JUMPERS
INSTA LL
INSTALL
(6) PROPOSED RRUs (2 PER SECTOR)
(1) PROPOSED OVER ANLTAGE PROTECTION DEVICE (OVP)
NSTALL
P H E
(1) PRO USED HYBRID G
REMOVE
EXISTINGEMPTYMOUNT BADCENTER 9110-0'
GROUND SCOPE
INSTALL
OF WORK:
(1) PROPOSED METAL PLATFORM
INSTALL
(1) PROPOSED ICE BRIDGE
INSTALL
PDODGE
(1) PROPOSED EQUIPMENTS CABINET
INSTALL
(1) PROPOSED POWER CONDUIT
INSTALL
(1) PROPOSED TELCO CONDUIT
INSTALL
(1) PROPOSED TELCO-FIBER BOX
INSTALL
(1) PROPOSED GPI UNIT
INSTA LL
(1) PR SAFETY SWITCH (OUIIF RE FED)
INSTALL
INSTALL
(1) PROPOSED FIBER. NID (IF REQUIRED)
(i) PROPOSED METER SOCKET
® GOPHER STATE ONE CALL
UTILITY NOTIFICATION CENTER OF MINNESOTA
(800) 252.116E
W W W.GOPHERSTATEONECALL.ORG
GENERAL NOTES
THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, A TECHNICIAN WILL VISIT THE SITE AS REQUIRED
FOR ROUTINE MPINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON
DRAINAGE. NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REOUIRED AND NO COMMERCIAL
AIIGNAGE IS PROPOSED.
11"x17' PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED
C NTRA TOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND CONDITIONS ON
THE JOB SITE, AND SHALL IMMEDIAT IE ING OF ANY DIS REPA LS BEFORE
ROCEE DIN E GWITH TIT K.
SITE INFORMATION
PROJECT DIRECTORY
PROPERTY OWNER_ GOULET JEROME E
ADDRESS: 10475 KIMBRO AGE S
COTTAGE GROVE, MN 55016
TOWER TYPE. MONOPOLE
TOWER CO SITE ID: 878453CORPORATE
TOWER POP NUMBER_ 512491
COUNTY: WASHINGTON
LATITUDE (NAD 83): 47' sa.a2' N
44.798451'
LONGITUDE (NAD 83): 92' 7 55329,67' W
9
ZONING JURISDICTION. WASHINGTON COUNTY
ZONING DISTRICT: COMMERCIAL
APPLICANT: DISH Wireless LLC.
5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
TOWER OWNER. CROWN CASTLE
CANS SBURG, PA 15317
(877) 486-9377
SITE DESIGNER: ETT GROUP
17,7 S. BOULDER AGE, SUITE 300
TULSA, ON74
(918) 587-4630
SITE ACQUISITION: SIX T MIA17HUR
SO OTT MACARTHUR NTRACTOF@
CROWNCASTLEOOMCO
CONSF_ MANAGER_ NOHAMMED MOHAMMED
PARCEL NUMBER: 2602721130002
m.h,d,ohUd@diBh.,.,
OCCUPANCY GROUP: a
CONSTRUCTION. TYPE. II-B
POWER COMPANY: XCEL ENERGY
TELEPHONE COMPAIGHT: T.B.D.
RF ENGINEER: CHONG LEE
cF on glee®d'isM1 com
DIRECTIONS
DIRECTIONS FROM TURKEY TRACK INTERNATIONAL AIRPORT_
TAKECLAYTONAVEHEADEASTANDEL TRICT ED
USAGE ROAD, TURN RIGHT 0 CLAYTON AV BRO AV
COTTAGE GROVE, TURN LEFT ONTO BRANDEL DR, CONTINUE ONTO 1607H OF E, CONTINUE ONTO VERMILLION
RD. TURN LEFT ONTO VERMILLION ST. PASS BY NAPA AUTO PARTS, CONTINUE ONTO US-61 N/HASTINGS RD S
CONTINUE TO FOLLOW US-61 N, CONTINUE ON KIMBRO AGE S TO YOUR DESTINC.TIDN, TURN RIGHT ONTO
KIMBRO AGE S, TURN RIGHT, TURN LEFT, ARRIVE AT MNMSP00147A,
Cottage Grove
VICINITY MAP
SITE LOCATION
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5701 SOUTH SANTA FE DRIVE
LITTLETO N, CO 80120
B+T GRP
1717 S. BOULDER
SUITE 3O
SUIT
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DRAWN BY:
CHECKED FY:APPROVED
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RFDS REV N: 2,0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
10/13/,I
,Invz,
ARE PROJECT NUMBER
93613.002.01
DISH Wheless L L.C.
PROJECT INFORMATION
MNMSP00147A
10475 KIMBRO AVEUNE
SOUTH
OTTAGE GROVE, AN 5501E
SHEET TITLE
TITLE SHEET
SHEET NUMBER
T-1
NOTES
1. CONTRACTOR. SHALL FIELD VERTY ALL. PROPOSED
UNDERGROUND UTILITY CONDUIT ROUTE,
2, ANTENNAS AND MOUNTS OMITTED FOR CLARITY.
3. DUE TO UTILITY EASEMENT RIGHTS SPECIFIED IN
THE GROUND LEASE, CUSTOMER MAY INSTALL
EOHPSENT WITHIN SPECIFIED LJ71 IT EASEMENT
AREA "PWR"AND 'FBR"FAT H DEPICTED ON A-1
AND EENTON BEST AVAILABLE INFORMATION INCLUDING BUT
NOT LIMITED TO A SURVEY. EXHIBITS, METES AND
BOUNDS OF THE UTILITY EASEMENT, FIELD
VERIFICATION. PRIOR PROJECT DOCUMENTATION
AND OTHER RING TIE
ROPERTv RIGHTS DOCUMENE
AND NATALLITT S.
NFOLLOW EXISTING PATH. EIF EXISTING PATH
IS MATER ALLY NCONSSTEP WITH HE FOR AND
EBB PATH DEPICTED ON A 1 AND E-1 AND
SAD VAR ANCE IS NOT NOTED ON CDS, PLEASE
Y PCROWN CASTLEREALFDRTHE GOGRDNATON MAY SE N DED.
DISH OGrA,W F.L.I. TEMPLATE VERSION 65 — 10/08/2021
A 2
EXISTING
OU IPMENT
SHELTER
iS J
EXISTING ICE
NOP BRIDGE (TYP) LE �
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ID
SSEE ITEPN ENLARGED
B 0
OPOSED METER 'i EX ST NG
PR 1 EOU PM EM
SHELTER
EUISTIN 1
EGSHELITER
L
EXISTING CHAIN—UNK
FENCE WITH BARBED WIRES
EXISTING 12'-0" WIDE CHAIN —LINK
GATE WITH HA2BED WIRES
L� HANDHOOLE FIBER + \/
�I
OVERALL SITE PLAN
fi' 7 D 50 10
3/16-1
NOTES
1, CONTRACTDR SHALL FIELD VERIFY ALL DIMENSIONS.
EXISTING MONOPOLE 2 TRANSMr N NTENNASNT�AEREPIO—O'GMINIMUM
SEPARATIOING AWEEN T E P 0 ZING GPSUUNITS_
3, ANTENNAS AND MOUNTS OMITTED FOR CLARITY.
/ PRO''OSED 0 t
� BRIOGF
PROPOSED DISH Wireless \ /
LLC. 12" WIDE ICE BRIDGE !
If
III
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12" E' 0 2' 3' S'
ENLARGED SITE PLAN 2
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PROPOSED HH OUTSIDE OF COMPOUND
TO PROPOSED HH AT ROW+/-fi56'
POLE
UTILITY PLAN
DPOSED POWER
)M DEMARC AREA
TRANSFORMER ON
LITY POLE +l 1025'
OF
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CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
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A&E PROJECT NUMBER
93613.002.01
DISH Wireless L.L.C.
PROJECT INFORMATION
MNMS P00147A
10475 KIMBRO AVEUNE
SOUTH
OTTAGE GROVE, MN 5501E
SHEET TITLE
OVERALL AND ENLARGED
SITE PLAN
SHEET NUMBER
A-1
NOTES
1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
2. ANTENNA AND MW DISH SPECIFICATIONS REFER TO
ANTENNA ICILE111E AND TA 'FDA
FOR ALL RF LET_
CONSTRUCTION
3, EXISTING EQUIPMENT AND FENCE OMITTED FOR
CLARITY,
PROPOSED NORTH ELEVATION
DISH W,,,I,, F,-, TEMPLATE VERSION 45 - 10/08/2021
PROPOSED DISH Wireless L
(TVA 1 PER SECTOR, TOTS
PROPOSED DISH Wireless I
RRH (TYP 2 PER SECTOR.
PROPOSED DISH Wireless I
BACK-TO-BACK MOUNT (T`
OF 1 PER SECTOR, TOTAL
K
ANTENNA LAYOUT
12" 6' 0 1 2' S'
(1) PROPOSED DISH Wireless L.L.C.
CABLE ROUTED OUTSIDE POLE
EXISTING MONOPOLE
SECTOR
POSITION
ANTENNA
TRANSMISSION CABLE
TPOS O
MANUF - OFEL
SIZE (HxW)
RADENTER
C
TW
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ALPHA
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PROPOSED
COMMSCONE-FNV-65B-R2
5G
720 x 19.fi'
10'
110'-0"
BETA
ElCOMMSCOPf-FfW-655-R2
5G
- x -
-
(1) HIGH -CAPACITY
HYBRID CABLE
(150' LONG)
GAMMA Al PROPOSED COMMSCOPE-FFW-65B-R2 5G 72,G' x 19,6" 250110-0"
1/8"-1' 0"
ANTENNA SCHEDULE
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5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
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DOCUMENTS
SUBMITTALS
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DATE
DESCRIPTION
To/isnl
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ARE PROJECT NUMBER
93613.002.01
DISH VG,AI S L.L.C.
PROJECT INFORMATION
MNMS P00147A
10475 KIMBRO AVEUNE
SOUTH
OTTAGE GROVE, AN 5501E
SHEET TITLE
ELEVATION, ANTENNA
LAYOUT AND SCHEDULE
SHEET NUMBER
A-2
COMMSCOPE MTC4045LP
5X7 PLATFORM
DIMENSIONS ("*Vl) ifi'x84 "x60'
TOTAL WEIGHT A_ LBS
BE E xi ENOE
THREAD FOR PLATFORM F
HEIGHT EIGH EXCEEDS 17"
COMMSCOPE MTC4045HFLD
H—FRAME
UNISTRUT/SUPPORT RAILS FLY
WEIGHT
59,74 IF,
PIPE CAP
WELDMENT PIPE
SUPPORT RAIL
GALv U—BOLTS
BASE PLATE
sloE
H—FRAME DETAIL
DISH Wireless LLC TEMPLATE VERSION 45 - 10/08/2021
7 -0..
EQUIPMENT PLATFORM/LEASE AREA
0' 2' 2" 2'-1 G'
PROPOSED L
EQUIPMENT CABINET
PLATFORM EQUIPMENT PLAN
PLAN
SIDE - 5 LENGTH <> BAR "I
RATING L
OUIPMENT
, LATE f PLATFORM
FOOTPPOM (TIP)FOOTPAD
BAR GRATING 12 (TIP)
CHANNEL (TYR)
SIDE - 7LENGTH BAR
GRATING
Ell T
PLATFORM
FOOTPAD
(TYR)
PLATFORM DETAIL
NOTE:
OR DISH Weless LLC.
APPROVirED EQUIVALENT
FRONT
NO SCALE 3 1 NOT USED NO SCALE
NOTES
1, CONTRACTOR TO BURY PLATFORMFEETWITH A MINIMUM OF 2'
OF FILL PER EIRTINO SITE SURE
OF
PROPOSED 2, WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH
DISH Wireless Wireless LLC. CONSTRUCTION MANAGER AT TIME OF
L.L.C. GPS CONSTRUCTION. ONE SHEET 8'RG' INSTALLED UNDER ALL FOUR
UNIT FEET OF THE PLATFORM (4 MIL BLACK PLASTIC)
T ORBINET OMITTED
RIGID METAL 2
CONDUIT `F----------
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OPROPOSED DISH Wireless
P'B"I..s L O LTG 200AMP METER
POWER SOCKET
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EQUIPMENT PLATFORM FOOTPAD (TIP) -
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L.L.C.PROPOSED
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5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
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DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
To/Is/21
it/12/2�
ARE PROJECT NUMBER
93613.002.01
DISH WGeless L L.C.
PROJECT INFORMATION
MNMSP00147A
10475 KIMBRO AVEUNE
SOUTH
OTTAGE GROVE, MN 5501E
SHEET TITLE
EQUIPMENT PLATFORM AND
H—FRAME DETAILS
SHEET NUMBER
A-3
CHARLES INDUSTRY HEX
CUBE-PM639155N4
DIMENSIONS (HYWRF)
74"—" 32'
POWER PLANT
— ABB/000W
TOTAL WEIGHT (EMPTY)
408 R.
�4
0
°o
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BACK SIDE FRONT
CABINET DETAIL No scALE '�
RAY AID PPC
RDIAC-2465-P-240-MTS
OSU RE DM ENSIONA (1—A),77
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B. IIZ
OPERATING AS VOLTAGE
40/2
TOP
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00
0
O
0
SIDE
BACK
FRONT
SIDE
POWER PROTECTION CABINET (PPC) DETAIL I NO SCALE
SQUARE D SAFETY SWITCHES
D224NRB
ENCLOSURE DIM (HYWRD)
21,25`x19.00`x850'
ENCLOSURE TYPE
NEMA 3R RAINPROOF
OIL LISTED
FILE E-2875
SAFETY SWITCH DETAIL
u
e � e
NO SCALE
EATON METER SOCKET ZAYO 5RU (LEFT SWING DOOR) CHARLES CFIT-PF202ODSH1
UNRRS213BEUSE FIBER KID ENCLOSURE FIBER TELCO ENCLOSURE
DIMENSIONS (HxWxD) 1 "x12"x6' O DIMENSIONS (HxWxD) 2'.29"x12.9" OO I's
ENCLOSURE DIMS WEIGHT
) 20"x20"x9"
TYPE 6 RING WEIGHT 30 85 Ibs O O ENCLOSURE WEIGHT 20 Ibs
AMPERAGE RATING 200 CONT. AMP BO OM MOUNTING WALL
WEIGHT 18 Ib T� ® ® ® ® ® ® COMPLIANCE TYPE 4
® FRONT
O O O7171
❑ ��� e e e
0
BACK SIDE FRONT B A R 0 0
BAC SOE ERON SIDE BACK CEO Ili
METER BANK DETAIL NO SCALE 1 4 FIBER KID ENCLOSURE DETAIL NO SCALE 5 FIBER TELCO ENCLOSURE DETAIL No SCALE 6
COMMSCOPE WB-K110-B IPCwBED WB—T22-3 TRAPEZE KIT,
WAVEGUIDE BRIDGE KIT PRODUCTS: 3 RUNG,
PROPOSED
DIMENSIONS LTRL) 160'x10 WB—LB12-3 SUPPORT BRACKET ICE BRIDGE
MF-130 DIRECT BURIAL PIPE FINISH SLOPE
WEIGHT/ VOLUME 325.0 LEE COLUMN. 13'-4" TO DRAIN
CABLE RUN (OTY)
SUPPORT BRACKET o A_A I A —A n HROPOSCD X" DIA ftE
(WB—LB12-3)BRIO ABLE TRAPEZE KT ENTaY PORT
(WB-T22-3)3 DIA SCH a0 PIPPROPOSED 3.5` DIASUPPORT BRACKET SCH40PIPE LEO CLAMP
PRO(WB—LB12-3)� GALVANIZED 'n CPBLTRAPEZE KIT ,eDIDLLED 3'-0"OC(WB-T22-3) PROPOSED V-B'. PIER EouNonaN��IA CONCRETE
PIER (TYP) LE
0 000 000a
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3.5'P PE (SPACED - CIA GALV SCH
(ME
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(ME30 CONCRETE PIER
PLAN FRONT SIDE
ICE BRIDGE DETAIL NO SCALE ] TYPICAL ICE BRIDGE CONCRETE PIER DETAIL NO SCALE 8 HYBRID CABLE RUN NO SCALE 9
DISH Wireless LLC, TEMPLATE VERSION 45 — 10/08/2021
d..*sh-
5701 SOUTH SANTA ICE DRIVE
LITTLETON, CO 80120
GfB+T GRP
171] S. BOULDER
UITE 300
TULS OK 74110
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SUBMITTALS
REV
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DESCRI OF ON
ro/Is/2,
,Invz,
A&E PROJECT NUMBER
93613.002.01
DISH Wireless L L.C.
PROJECT INFORMATION
MNMSP00147A
10475 KIMBRO AVEUNE
SOUTH
OTTAGE GROVE, AN 5501E
SHEET TITLE
EQUIPMENT DETAILS
SHEET NUMBER
A-4
wireless_
5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
B+T GRP
1]i] S. BOULDER
SUITE 30D
TULSF, OK 7411u
PH: )518)58]-0E30
www.bigrp.wm
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REv
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oescRlPnoN
o7�Tn,
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A&E PROJECT NUMBER
93613.002.01
o1sH wr.eless L.L.c.
PROJECT INFORMATION
MNMSP00147A
10475 KIMBRO AVEUNE
SOUTH
OTTAGE GROVE, AN 55016
SHEET TILE
EQUIPMENT DETAILS
SHEET NUMBER
A-5
PCTEL
�A
GPSGL—TMG—SPI-40NCB
MINIMUM OF 757. OR 1.60'0
DIMENSIONS (DIAxH) MM/INCH 81-4— 270' N ANYDIRECTION
25 dvwwsh
IEIDUI W/ACC 307571bA GPS.
CONNE—N— ALE T� 2
U O 9 h
FREQUENCY RANCE 1550 /T 3300MIL, OFNp MtiCA fN M
I 1 I 1 OCS OAS
CUI2PSM6P4XXX CUI2PSM5P6XXX
(4 AWG CONDUCTORS) (6 AWG CONDUCTORS)
r ADS UNIT OBSTRUCTIONS MU
BE BELOW10'
0 0
0 OO 6fN2MN
o qO LS
CUI2PS-8—
BAC SDE (8 AWO CONDUCTORS)
GPS DETAIL NO SCALE '� GPS MINIMUM SKY VIEW REQUIREMENTS No SCALE 2 CABLES UNLIMITED HYBRID CABLE No sraLE 3
MINIMUM BEND RADIUSES
NOT USED NO SCALE 4 NOT USED NO SCALE 5 NOT USED NO SCALE 6
NOT USED NO I.A E ] NOT USED NO A.A E $ NOT USED NO SCALE g
DISH W-I, F,-, TEMPLATE VERSION 45 — 10/08/2021
FUJITSU TRIPLE BAND FUJITSU DUAL BAND
TA08025-6605 TA08025-B604
DIMENSIONS (IYW D) 14,9%15,7' 5 DIMENSIONS (1YW::D)-AT,15,7%7A'
WEIGHT 74,95 Ibs WEIGHT 63.9 Ibs
CONNECTOR TYPE A.3-10 BR
CONNECTOR TYPE A.3-10 RF
CONNECTOR CONNECTOR
POWER SUPPLY DC —-3Bv PLAN POWER SUPPLY DC-58-6, PLAN
ES
BACK SIDE FRONT BACK SIDE FRONT
RRH DETAIL
COMMSCOPE
FFVV-659-R2
DIMENSIONS (H—D)(MM/IN)
1820j9 68 7 7
RF CONNECTOR INTERFACE
6.3-10 FEMALE
WEIGHT
70.8 Ib
WEIGHT WITH BRACKETS
981 Ib
ANTENNA DETAIL
RAYCAP RDIDC-9181-PF-48
DC SURGE PROTECTION (OVP)
DIMENSIONS (H—D) 7140, -15
WEIGHT 21,82 LES
NO SCALE I '�
r —J
771 SU
BACK SIDE FRONT
NO SCALE µ
0
A o A
SURGE SUPPRESSION DETAIL (OVP) No scn E
DISH Wlreles LLC, TEMPLATE VERSION 45 — 10/08/2021
SABRE DOUBLE Z-BRACKET
C10123155
DIMENSIONS(H—D) (1 BRACKET)
5%20",1-13/16"
WEIGHT (FULL ASSEMBLY)
35.79 Ibs
PACKAGE QUANTITY
# DESCRIPTION
PLATE. CHANNEL BRACKET
2 RRH Z BRACKET, 3 16
3 THREADED POU ASSEMBLY 1 2 x12
ooOOO®o OOOOOC
0000000000000
APPROVEDEQUIVALENT
RRH DETAIL NO SCALE 2 RRH MOUNT DETAIL NO SCALE
COMMSCOPE ANTENNA BRACKET
BSAMNT-F
DIAMETER COMPATIBILITY — CA
NET WEIGHT 7.937E 1`
I I
NOT USED
COMMSCOPE XP-2040
CROSSOVER PLATE
DIMENSIONS
lCr
NO SCALE
NOTE'.
OR DISH Wireless L.L.C.
APPROVED EQUIVALENT
SIDE 0
auLE
A
SIDE
RRHRRH/OVP MOUNT DETAIL
DETAIL No scn E
FOT
OR DISH Wireless LL.C.
APPROVED EOUIVALE NT
ANTENNA BRACKET DETAIL
COMMSCOPE
MC-PKB-DSH
FACE WIDTH WEIGHT 13I3.0816
NOTE: 15" TO 3B" O.D.
HORIZONTAL A TENNA
PIPE PIPE
ANTENNA PLATFORM DETAIL
NO SCALE I b
NOTf:
OR DISH Wireless LLC.
APPROVED EQUIVALENT
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5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
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APPROVED BY:
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REDS REV H: 20
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
ro/isnl
1i/i2/21
A&E PROJECT NUMBER
93613.002.01
DISH Wireless L L.C.
PROJECT INFORMATION
MNMSP00147A
10475 KIMBRO AVEUNE
SOUTH
OTTAGE GROVE, AN 5501E
SHEET TITLE
EOUIPMENT DETAILS
SHEET NUMBER
A-6
ENISPIN
TRANSFORMER /
ON UTILITY POLE
DISH OG,I,W LLC, TEMPLATE VERSION 45 - 10/08/2021
NOTES
1. CONTRACTOF SHALL FIELD VERIFY ALL PROPOSED UNDERGROUND UTILITY CONDUIT ROUTE.
2, ANTENNAS AND MOUNTS OMITTED FOR CLARITY.
3. DUE TO UTILITY EASEMENT RIGHTS SPECIFIED IN THE GROUND LEASE CUSTOMER MAY INSTALL EQUIPMENT WITHIN SPECIFIED UTILITY EASEMENT AREA. "PWR" AND "FAR" PATH
TING BASED ON EST AVALA LE OFORMATION NCLUDING BUT NOT D BED TO A SURVEY EXHIBTsMETES
E AND 1 CONTRACTOR SHALL N PE THE EIAR CAAT1NI SOLD TO SUBMT A B . ANY IESWORDT s ARISING
PLANNED R RING THE B S cT
DEPICTED a ONS, THE
BOUNDS OF
UTILIFOLLOWE EASEMENT, PA VERIFICATION. PRIOR PROJECT DOCUMENTATION AND OTHER REAL PRO PET' PATH
TSEPICED ON WHEN
E-1 IAND HAD OFITI ES OTHER ISSUE RELATED oO NTHISGPROJECTT SHALL BE BROUGHT FUP DURING THE BID SCOPPERIOD WITH THE PROJECT
PLEASE LOCATE AND FOLLOW EXITING PATH. IF EXITING PATH H MATERIALLY INCONSISTENT MAY
WITH "PWR" AND "FBR' PATH DEPICTED ON A-1 AND E-1 AND SAID VARIANCE
IS NOT NOTED ON CDs. PLEASE NOTIFY TOWER OWNER AS FURTHER COORDINATION MAY BE NEEDED, 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 LOCPL CODES JAWS AND ORDINANCES PROVIDE ALL COMPONENTS AND WIRING SIZES AS
OUPMENT [o
SHELTER
/ 0 J
/ m EXISTING
HANDHOLE FI
PROPOSED
BER MONOPOLE
2 9
PROPOSED METER I1 II
fBR FBR �
PWR- pWR�• au�2
J. a
\ \ EXSTING
EOUIPMEM
SHELTER
v�
A �T
\ PROPOSED UNDERGROUND POWER
91 CONDUT (LENGTH: 1025-0'3)
� as
\ \ P % PROPOSED UNDERGROUND FIBER
CONDUIT (LENGTH: ToO D'±)
\ HROPOSED FIBER
NDHOLE
UTILITY ROUTE PLAN
x x vT
EXSTING ICE
BRIDGE (TYR)
EOUS NG
PME NT
SHELTER
F�
K
3 LOCAT OF Ell IIENT, DRAWINGS ARE APPROXIMATE AND SHALL BE
COORDINATED ITT
FIELD CONDITIONS PRIDOR TO CONSRUCTIONE
4. CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS,
VERIFY WITH THE MECHANICAL EDUIPMENT CONTRACTOR AND COMPLY AS REOUIRED.
5, CONTRACTOR SHALL PROVIDE ALL BREAKERS CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM.
E. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REOUIRED BY THE NEC ARTICLE 314.
I. CONTRACTOR SHALL PROVIDE ALL 5TRAN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES.
INSTALLATION SHALL BE IN ACCORDANCE WUH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS,
8, ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES
INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUUS INSALLED ON, AND PANEL FIELD LOCATIONS FED FROM.
9. INSTALL AN EQUIPMENT GR DU1OR IN
PING NNDUCTORS BE L BONDED AT ALL JUNCTION BE
ES, PULL BOXES, AND ALL
DISCONNECT^ESWITCHES. AND EQUIPMENT CAN NETS
10. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL.
11. PANEL SCHEDULE LOAD NG AND C RCUT ARRANGEMENTS REFLECT POST -CONSTRUCTION FOUR M ENT,
CONTRACORHAL IN BE RESPONOUND SIBLE
FOR
HANADUBULT PANEL SCHEDULE AND SITE DRAWNGS. '3. TRENCHESALL
ELECTRICAL NOTES I NOSCALE
dish
wireless_
5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
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CH
YXI
I YXI
RFDS REV H: 2,0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
o/I3/2I
A&E PROJECT NUMBER
93613.002.01
DISH Wheless L L.C.
PROJECT INFORMATION
MSIMS P00147A
10475 KIMBRO AVEUNE
SOUTH
COTTAGE GROVE, AN 5501E
SHEET TITLE
ELECTRICAL/FIBER ROUTE
PLAN AND NOTES
SHEET NUMBER
E-1
CARLON EXPANSION FITTINGS
COUPLING END
PART¢'
MALE TERMINAL
ADPTPR END
SIZE
STD
CTN
TRAVEL
LENGTH
,LLAA
E94sox
112"
20
E945E
E945EX
'E"
15
E945G
E945GX
1/4"
5
4"
E94sH
E94511
1 112
s
4-
E945J
E945JX
2'
E945K
E945KX
2 1/2"
IG
8"
E945E
E945EX
3"
10
8'
E945M
E945MX
3 1/2"
5
8
E945N
E945NX
4"
5
8'
E945R
E945RX
6
18'
EXPANSION JOINT DETAIL
VARIEC OFF
PART NUMBER
SLIP JOINT
(SEE CHART FOR
T , PART NUMBER)
NOTE:
CONTRACTOR TO INSTALL EXPANSION FITTING
SLIP JOINT AT METER CENTER CONDUIT
TE RMINAi ON, AS URPER LOCAL UTILITY POLICY,
RDINANCE
SPECIFIED REQUIREMENT.
O SCALE
SEE wNG NOTE 1 DISH Wireless LLC DISH Wireless LLC, FIBER
O O L
TRENCHING NOTES DISTRIBUTION PANEL.
BACKFILL PER SITE RE (65 TAIL)WB
WORK SPECI I A IONS W'
PROPOSED DISH Wireless LLG
1. NTRACTSR SHALL E THE (SEE GENERAL NOTES) TELCO FIBER ENCLOSURE
TRENCIT TI TS SIX NA SLOPE TO SUIT SOILXH
f�
By ETHER CONDITION N ACCORDANCEOR GODDNC GRASS AREAS, OR u
WITH LOCAL REGULATIONS
j SEET HING NOTE 2 PROPOSED DISs
LLC, UNISTRU
AREAS
AT
REPLACING SLOPINGFTNOI R ANO E .� \ \ // 3 3 ¢ 7E_ SIDE
SECTION. _ _ FIBER
NUMPER TO LASS F CATION
NET WILL
2, TRENCHING SAFETY, INCLUDING. ED TO BE TERMINATED BY
BUT NOT LIMITED 0 SOIL / ON OTHER
PROPOSED DISLKHEPD/LC TO LC
SHORING. SHALL BE GOVERNED r / �j. Wireless L.L.C.E CIRCUIT
BY THE CURRENT OSHA — BREAAMP KER DISTRIT MINATEO.
TRENCHING AND EXCAVATION /
SAFETY STANDARDS.
3 ALL CONDUITS SHALL BE — �� j IN ININSTALLED IN COMPLIANCE WITH > N PROPOSED FIBER PR V OETHE CURRENT NATIONAL C i / PROPOSED DISs LLC. O OOFFIBFWAYTO�STREEOM RIGHT
UTILIry WARNING TAPE RO OS DRDTERMINATED ST FDP
ELECTRIC CODE(NEC)OR AS p E ISs L L CCH RED ELL THE LOCAL SAND DNG PER SUE 1-112 POWEABINET ` PROPOSED DISH Wireless LLCJURISDICTION, WHICHEVER I5 WORKSPECIFICATIONS 1-1/FIBER TO CABINET
THEMOST STRINGENT. DISH Wireless TALLSF:
—1/2' CONDPOWER PROPOSED DISH Wireless LLG
AND FIBER TO CABINET 2' CONDUIT FROM COMMERCIAL
FIBER VAULT
TYPICAL UNDERGROUND TRENCH DETAIL NO SCALE 2 DARK TELCO BOX — INTERIOR WIRING LAYOUT NO SCOTT 3
PROPOSED DISH Wireless LLC
UNISTRUT
PROPOSED FIBER PROVIDER
"OR' SEE FIRERO
BE, F REQUIRED
NOTE: FIBER PROVIDER
LL NEED TO SF P UDE A
WADD L FINAL
2T—BOLTS WITH4 NUTS,
IN HE EVENT THE
BRACKET SPACING DOESN'T
LINE UP WITH CURRENT
PACINC BELOW
1-1 /4" FLEX CONDUITS
NN
IN
IN
OUT
POWERPTO FIBER PROM DERANED
PROPOSED DISH Wireless LLC
12 AWG WIRE (E' TAIL)
ENCLOSURE A NFD
INSTALL OX /4'NLIOUID TIGHT
CONNECTORS, UL LISTED, NYLON
MATERIAL, WITH 0—RING GASKET
PROPOSED L.L.C.
10 AMP DISTRIBUTION BREAI: ER
1 1 PROVIDE R TO INSTALL
FLEX X & BID BETWEEN
—1 TELCO
FDP ELEA BOX & BID
PROPOSED DISH Wireless L.L.C.
124AWG POSEWIRESH L.L.C.
TELCO FIBERENCLOSURE
PRO POSEDDISH Wireless LATO,
—1/2' FIBER TO CABINET
L.L.C.
RO/ZSEPOWER FROMe CABINET
L.L.C.
2F CONEU DISH WICOMMERCIAL
FI FEE VAULT
LIT TELCO BOX — INTERIOR WIRING LAYOUT
(OPTIONAL)
No SCALE
4
NOT USED
NO SCALE
5
NOT USED
NO SCALE
6
NOT USED
DISH Wlreles LLC, TEMPLATE VERSION 45 — 10/08/2021
EIaINNOT USED SCALE USED SCALE
OT USEDINO S6 E
d..*sh-
5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
JB+T GRP
171 S. BOULDER
SUIT
SUITE 30D
TU L;A, OK T4119
IF(518)58]
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DRAWN BV:
CHECKED BV:
APPROVED BY:
CH
YXI
I YXI
REDS REV N: 2,0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
To/Is/,I
vlvz,
A&E PROJECT NUMBER
93613.002.01
DISH Wr.eless L.L.C.
PROJECT INFORMATION
MNMS P00147A
10475 KIMBRO AVEUNE
SOUTH
OTTAGE GROVE, AN 5501E
SHEET TITLE
ELECTRICAL
DETAILS
SHEET NUMBER
E-2
NOTES
THE ENGINEER OF RECORD HAS PERFORMED ALL REQUIRED SHORT CIRCUIT
CALCU LA7IDNS AND THE AIC RATINGS FOR EACH DEVICE IS ADEQUATE TO PROTECT THE
LGAIING 12C/240V, 'PSW, UTIUtt COMPANY ET HARLES NETWORK CABINS
P2D/2040V, POPHF
I.G. TRANSFORMER
SERA CE RATED
UTILITY SERVICE ENTRANCE
EQUIPMENT AND THE ELECTRICAL SYSTEM,
CONDO PER UTILITY
120/240 VAC 1PH OVERALL UL LISTED POWER CENTER.
N3R, 65K/10K AC
THE ENGINEER OF PERFO
RECOD HAS RMED PLL REQUIRED VO TAGS DROP
CALCUUaTI0N5 PND ALL BRANCH CI T PN FLDERS COMPLY WITH THE NEC
COMPANYREBUIREMENTS
BACKUP MAIN BREAKER WITH
GENERATOR INTERLOCKED GENERATOR
(LISTED ON T-1) ARTICLE 210.19( )(1) FPN NO 4.
THE (2) CONDUITS WITH (4) CURRENT CARRYING CONDUCTORS EACH, SHALL APPLY
THE ADJUSTMENT FACTOR OF 807. PER 2014/11 NEC TABLE 310.15(B)(3)(a) OR
200A 200A (2) PR
120/240V. 1m3W. SE E TED, OPOSED
DSIBLE COLD OISCONNE CT (NEMA 3R). RA ENLPL�G FEED. 200A 65K AC 75 EMT CONDUI
(SQUARE D MODEL No. D RB / OR EQUIVALENT).
N
SURGE SUPPRESSION
2020 NEC TABLE 310, 15(C)(1) FOR UL1015 WIRE.
21.1 VARv COMPANY
LOCATION OF AMAN �BONDING JUMPER UTILITY
DEVICE 100KA SAD/MOV
D12 FOR 15A-20A/1P BREAKER: 0.8 :: EPA
Al
GF 15A PROPOSED 2 510, 1 BUD CU AND.
. R REC IFIEB 1
FO
D8 FOR 35A-40A/2P BREAKER: 0.8 :: 55A = 440.OA
03 04
#6 FOP 45A— OA /2P BREAKER. 0.8 a 75A = —
OS O6
SPA 30A 2 0
SPACE
CONDUIT SIZING: AT 40 a FILL PER NEC CHAPTER 9. TABLE 4, ARTICLE 358,
(3) 3/0 WITH q6 GROUND
IN 3 SCH 40 NNDUIT
UT 08 FOR RECTIFIER 2
0.5' CONDUIT — 0.122 SQ. IN AREA
SPACE
SPACE 09 0 PROPOS€D 2 W1Q, 1 �10 CU GND.
12 3 FOR RECTIFIER 3
0.75' CONDUIT — 0.213 SQ. IN AREA
2,C' CONDUIT — 1.316 NO, IN AREA
3.0' CONDUIT — 2.907 SQ, IN AREA
SPACE13 4
CABINET CONVENIENCE OUTLET CONDUCTORS (1 CONDUIT): USING THWN-2, CU.
SPACE 15 16 30A FOR RECTIFIER 4
#10 — 0.0211 SO, IN X 2 = 0.0422 S0. IN
SPACE
SPACE 7 B SPACE (1) PROPOSED
#10 — 0 021 1 SO_ IN x 1 = 0 021 1 SO_ IN 'GROUND
TOTAL = 0.0833 S0. IN
FINAL UTILnY DEIGN GNE DETAILS D4 CU (GROUNDING
SPACE 291 22 SPACE C5" EMCONDUIT
SPACE
SPACE 23 2q SPACE
SPACE
0.5' EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (3) WIRES.
INCLUDING GROUND WIRE, AS INDICATED ABOVE.
RECTIFIER CONDUCTORS (2 CONDUITS): USING UL1015. CU.
ELECTRODE CONDUCTOR)
PROPOSED 2 W10, 1 10 CU
. FOR CONVENIENCE OUTLET
'10 — —
�10 — . I x t = INN 'BARE GROUND
TOTAL = 01146 SO, IN
iII
NOTE:
BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 1TYW 600V, 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.
INOFU EMT CONDOR I ADEQUATE TO HANDLE THE TOTAL OF (5) WIRES,
INCLUDING GROUND WIRE, AS INDICATED PROVE,
GROUNDING CTRODE CHILL BE J
(2) 5FAU¢ C 10 G GROUND R
SPACED MINIMUM 6 APART
AKFR R Q RFO
(1)F 30A S2P FBREAKER — SQUARE D P/N CG230
PPC FEED CONDUCTORS (1 CONDUIT} USING THWN. CU,
(1) 15A 1P BREAKER —SQUARE D P/N:Q0115
0803] SO
IN
TOTAL x 1 — 0,8544 SO, N 'GROUND
3.0' VC SCH 40 FCONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (4) WIRES,
LU INCDING GROUND WIRE. AS INDICATED ABOVE,
PRCPOSED CHARLES PANEL SCHEDULE
A
________
PANEL SCHEDULE
DISH Wireless LLC, TEMPLATE VERSION 45 — 10/08/2021
PPC ONE —LINE DIAGRAM I NO SCALE 1 1 1
NOT USED
v
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5701�SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
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TULSA, OK 74110
PH: (018) 587-0
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B&T ENGINEERING, INC.
DRAWN BY:
CHECKED RUP
APPROVED By
CH
YXI
I YXI
REDS REV N: 2,0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
RATE
DESCRIPTION
ro/Is/,I
vlvz,
A&E PROJECT NUMBER
93613.002.01
DISH Wireless L.L.C.
PROJECT INFORMATION
MNMS P00147A
10475 KIMBRO AVEUNE
SOUTH
OTTAGE GROVE, AN 5501E
SHEET TITLE
ELECTRICAL ONE —LINE, FAULT
CALCS & PANEL SCHEDULE
SHEET NUMBER
E-3
PROPOSED BUSS
TEST WELL BAR INSULATORS PROPOSED 4.. RE RUS PAY
BOND PROPOSED EQUIPMENT \ /
PLATFORM TO PROPOSED GROUNDING 46,_ `
ELECTRODE SYSTEM (TYP OF (4)) I
SUED PIT
GROUNDBOND ICE BRIDGE
P .ND(s)
■ (TYP ALL Pons)
BOND ITFRAMEPOST
TO ONISTRuT (TYP) RISTING TOWER GROUND
\— —_—_te —III---
/
'\ (FIELD VERIFY)
12 All BURIED GROUND
RING 3G BELOW GRADE
f / AS
--------------
#2 #2 TINNED SOLID IN 1/2" MIN, LIOUID EE------------B
TIGHT CONDUIT FROM 24" BELOW GRADE
TO WITHIN 3" TO 6" OF III-WE
ELSD END O
TIE LIOUT CCONDUIT EM Sr E
SEALED WITH SILICONE CAULK u (TYP) 1
Ifs `
BOND T AS
REQ UIBy MANUFACTURER
PROPOSED EQUIPMENT GROUND RING TO EXISTING
TOWER GROUND RING (TYP OF (2) TOTAL)
PROPOSED H6
AWG STRANDED
GRPER GREEN
NSULATED (TYP)
DISH Wlreles LLC TEMPLATE VERSION 45 - 10/08/2021
1 ® ® I
®®®
FEE CE
EXISTING MOCCOPOLE TOWER
TYPICAL EQUIPMENT GROUNDING PLAN I NO SCALE 1 1 1
TYPICAL ANTENNA GROUNDING PLAN
NOTES
ANTENNAS AND OVP SHOWN ARE GENERIC AND NOT
REFERENCING TO A SPECIFIC MANUFACTURER. THIS
LAYOUT IS FOR REFERENCE PURPOSES ONLY
D A2 AWG
ICOPPER
SULAT€D (TYP)
EXOTHERMIC CONNECTION TESTED GROUND ROD WITH
INSP■ MECHANICAL CONNECTION ION SLEEVE
FHB }/6 AND STRANDS & INSULATED
T� GROUND BUS BAR
OGROUND ROD — 12 -A SOLID COPPER TINNED
�2 AWG STRANDED & 1SULATED
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 ND ISH LLC. GROUNDING AND BONDING
REUIREMENTS AND MANUFACTURER'S ASPECDI FI CG.T ONsess
3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED,
GROUNDING KEY NOTES
(` 42 AWG Souo COPPER, BDEPTH OF AT LEAST
3INCHES O GRADE. OR 6 INCHESN BELOW THE FROST LINE AND APPROXIMATELY24 INCHES FROM THEEXTERIOR WALL
OR FOOTING.
!QWLE-GROUND RIN(` THE GROUND RING SYSTEM SHALL BE INS TALLED AROUND AN ANTENNA TOWERS LEGS,
AND/OR GUY ANCHORS, WHERE SEPARATE SYSTEMS HAVE BEENPROVIDED FOR THE TOWER AND THE
BUILDING,AT LEAST TWO BONDS SHALL BE MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE
BALDING RING GROUND SYSTEM USNG MINIMUM #2 AWG SOLD COPPER CONDUCTORS,
C R GROUND RNC B2 O AGO STRANDED GREEN INSULATED COPPER CONDUCTOR EXTENDED AROUND TEE PERIMETER OF THE EUIPME NT AREA. ALL NON -TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND
WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH A6 SAG STRANDED GREEN
INSULATE CONDUCTOR
BONUND RING' �2 OWN SOLID TINNED COPPER WIRE PRIMARY BONDS SHALL BE
O PD TO INTERIORROVIDED AT LEAGRO
IT A FOUR POINT ON THE INTERIOR GROUND RING. LOCATED AL THE CORNERS OF THE
BUILDING.
OE GROUND ROD: OIL 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 FEE E FENCE GROUND B F GROUND R COMMUNICATIONS D
FRAMES. ALL BONDS ARE MADE WITH � AWG U GREENS INSULATE
COPPER CONDUCTORS, BOND TOGROUNDRING WITH S(2) J2 SOLID TINNED COPPER CONDUCTORS,
O HATCH AFTE GROUND BAR_ BON TOT E NTERIOR GROUND RI G 'TIT
H TWO #2 AWG STRANDED GREEN
INSULATED COPPER CONDUCTORS WHENHA HATCH -PLATE AND ANCELL REFERENCE GROUND BAR. ARE BOTH
CRGB M - R GROUND KING
USING NT(2)HTWO H2 AWGTSTBRANDE GREEN INSULATED COPPER ECONDUCIO RSEEACH RIO
H A O2 WUSGUD NCAOEOPEA oNouTRANCECELL SITE BUILDING. D BO R AG TIoRCCORSWITH AN EXOTHERMIC WELD AND INSPECTION SLEEVE.
CEDFA BOND TO ROTH CELL REFERENCE GROUND BAR OF EXTERIOR GROUND RI.
OFRAME BONDING' THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT
IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK,
META
AND INDIVIDUAL ETAL
`HE
THERO GFOUN RINGR RE GUIDER A NH6SAWG STRANDED GREEN MSU ATEo coAPER BOND T THE
_
INTERIOR GROUND RING. D
OL FFNCF A 0 T l' 0 NO G METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS
BONDED TO THE F EXTERIOR NGROUND RING SHALL BE BONDED TO THE GROUND RING WRH A #2 RING 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
O ICE BRIDGE SUPPORTSEACH ICEBRIDGE LEG SHALL BE BONDED O HE GROUND RING WITH A'2 AGO MORE
COPPERTINNED
CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTHE ICE BRIDGE LEG AND 2UNED
GROUND RING.
DURING ALL DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS
OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND
CHANCES TO DC CONVERTER SYSTEMS
oaNDRA TOES V SHALL BE DC SvSERVE
RETURN GROUND
ARE Eo
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 PROPOSED ANTENNA MOUNT COLLAR.
REFER TO DISH Wireless LLC GROUNDING NOTES,
GROUNDING KEY NOTES I NO SCALE
d..*sh-
5701 SOUTH SANTA FE DRIVE
LITTLETO N, CO 80120
Jf3 B+T GRP
1717 S. BOULDER
SUITE 3
TU L;A, OK T411q
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CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
A, /21
11 /12/21
A&E PROJECT NUMBER
93613.002.01
DISH Wireless L L.C.
PROJECT INFORMATION
MNMSPO0147A
10475 KIMBRO AVEUNE
SOUTH
OTTAGE GROVE, MN 5501E
SHEET TITLE
GROUNDING PLANS
AND NOTES
SHEET NUMBER
G-1
NOTES
EQUIPMENT CABINET OMITTED FOR CLARITY PROPOSED GPS UNIT
-� PROPOSED GPS UNIT
/ I
PROPOSED 200AMP METER SOCKET_— J q2 AWG GROUND
jr— —-------- CONDUCTOR TO GROUND
____ PROPOSED PIPE COLUMN \
p
p � PROPOSED GPS UNIT MOUNT \
OR APPROVED EQUAL
OO
I I
I I
P OPOSED POW 1/2" COAX CABLE 8" MIN,
R PROTECTIVE ER CE FIRER NID. BENDING RADIUS PER \
ESERVED SPA
CABINET IF REQUIRED CABLE MANUFACTURER'S \
o SPECIE ICA IONS
II � \
\\
L\ ss W, TO GROUND
V I / 111111 SPACE RESERVED Ili IC j TYPICAL GPS UNIT GROUNDING
I /
CABLE GRI UNDING NKYT REQUIRED -EN
ANTENNA S LESS THAN 10FROM CABINET
PROPOSED POST
� PROPOSED PIPE CLAMPS
r� I
FOR ADDITIONAL
\\ I DISCONNECT
\ I Ili lI sFFEREQ IRH.
EO11
\ I III —�) PROPOSED TELCO FIBER
\ \ I D ENCLOSURE (BEHIND H—FRAME)
o PROPOSED #2 AWG TIE
INTO GROUND RING (TYR)
,N2 TINNED SOLID IN 1/2' MIN, LOU P
ID 1 I OPOSED PLATFORM
TIGHT CONDUIT FROM 24 BELOW GRADE
TO WITHIN 3" TO 6 OF CAD —WELD
TERMINATION POINT. EXPOSED END OF
THE LIOUIS TIGHT CONDUIT MUST BE / a o
GROG
SEALED WITH SILICONE CAULK. (TYR) D
/ \ FINISHED GRADE \\ \1 PROPOSED GROUND RING \1Y/
BnsE CONNECTION' D
GROUND
GROUGOLDNDING ELECTRODE SYSTEMIND BAR (TP) N 2 GROUND GROUNDS RING
H—FRAME GROUNDING DETAIL NO SCALE OUTDOOR CABINET GROUNDING NG SCALE 3
1. DA INSPECTION 24SLEEVE
.. DEEP
�PVC
2 TINNED SYILID IN 1/2` MIN, LIOU ID SOIL PIPE E H CAP
GHT CTINDUIT FROM 24" BELOW GRADE
TORW THN 3" TO 6 OF CAD WELD PIPE OR EQUIVALENT
E MIN
TON GHT POINT. C E POSEDSE
L SPECIFICATIONS
TIE LOWTH BEGONE DCAULKUST FINISHED OR
INCLUDE WARNNG TAPE WITH
jBncKFL PER sP Fc Tarvs
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\��\�� EXOTHERMIC CONNECTION
-
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TO
wITHAIv 2LLorEraP oFL o
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/ sooDNOR RING, NE Awc
CADWEL (TYR) 1 GROUND RING L COPPER CONDUCTOR
l
)/2 PASS SOLID TINNED
STING COPPER CONDUCTOR
GROUND RING EXTERIOR GROUND RING
GROUND ROD, 112 MIN. 8'-0 CLAD "
LONG COPPER STEEL
(ERICO W825880)0)
TRANSITIONING GROUND DETAIL No scn E Q TYPICAL TEST GROUND ROD WITH INSPECTION SLEEVE TT7177577 TYPICAL GROUND RING TRENCH NO SCALE 6
DISH W,,,I,, LLC TEMPLATE VERSION 45 — 10/08/2021
d..*sh-
5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
Jf3 B+T GRP
171 S. BOULDER
SUIT
SUITE O 3
TUL;A, OK
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REDS REV H: 2,0
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SUBMITTALS
REV
DATE
DESCRIPTION
1o/I3/2I
iI/I2/2�
A&E PROJECT NUMBER
93613.002.01
DISH Wi,lle L L.C.
PROJECT INFORMATION
MNMSP00147A
10475 KIMBRO AVEUNE
SOUTH
OTTAGE GROVE, MN 5501E
SHEET TITLE
GROUNDING DETAILS
SHEET NUMBER
G-2
EXTERNAL CLOSED EARREL FOR ALL BLACK HEAT CONDUCTOR INSULATION TO EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO
1 MIC WELD (2) TWO. �2 -1 BPRE TINNED SOLID COPPER CONDUCTORS TO GROUND TOOTHED EXTERIOR TWO —HOLE BUTT UP AGAINST THE TOOTHED BARREL REQUIRED FOR SHRINK BUTT UP AGAINST THE
BARTHROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC CONNECTORS RATED CONNECTOR BARREL ALL INTERIOR TWO —HOLE CONNECTOR BARREL
WELD, CONNECTORS
1/1" FIX ,1 1/1" s/a" DIA ,1 1/2"
2, ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/8DIAMETER OR LARGER,
ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAL ALL SURFACES WITH
AN ANTI —OXIDANT CONFOUND BEFORE MATING, S/S NUT 1/1 NUT
3, FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN ANTI —OXIDANT COMPOUND
BEFORE MATING. WASHER LOCK S/S WASHELOCK
R �_
4. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR WAS
___ _______
TSHALL
DOWN TO GROUNDING Bus. E/
SS S
5. NU&WASHER S HALL BE PLACED ON THE FRONT SIDE OF THE GROUND EAR AND BOLTED ON WAS
AS AT
ER
H
THE BACK SIDE. � ---
TINNED COPPER TINNED COPPER
GROUNDING BAR GROUNDING BAR
6. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. S/S ER S/S FLAT
7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BM AS WASHER WASHER
REOUIRED. TT����� ��
8. ENSURE THE WIRE INSULATION TERMINAION IS WITHIN 1/B" OF THE BARREL (NO SHINERS). S/S BOLT S/S BOLT
(1 OF 2) (1 OF 2)
1/16 SPACING 1/16 INIMUM SPACING
TYPICAL GROUNDING NOTES NO SCALE TYPICAL EXTERIOR TWO HOLE LUG NO SCALE 2 TYPICAL INTERIOR TWO HOLE LUG NO SCALE
NOTE: MINIMUM OF 3 THREADS S/S BOLT (TYR)
TO BE VISIBLE (TVP)
S/S SPLIT WASHER ("UP)
S/S FLAT WASHER ('fVP)
TO /
OR RE
7:L.
LUG /C'Elly
TIN
s/s FUT WASHER (Tw)
COPPERBBAR
INSTALLED IF REQUIRED
S/S BUT INS)
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 ICA E ] 1 NOT USED NO SCALE $ 1 NOT USED NO SCALE
DISH W,,,I,, LLC, TEMPLATE VERSION 45 — 10/08/2021
v�/sh
dw•
wireless_
5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
B+T GRP
171 S. BOULDER
SUITE O 3
SUIT
TUL;A, OK
PH:(518)587—
www.bigrp.wN
-a�cr�«wy.ns.n
qyh�; CN�E.
OY Imm -0]864 �/ 1
B&T ENGINEERING, INC.
DRAWN BY:
CHECKED BY:
APPROVED BY:
CH
YXI
I YXI
RUDE REV H: 2,0
CONSTRUCTION
DOCUMENTS
SUBM17TALS
REV
DATE
DESCRIPTION
ro/I s/21
1 vl vz1
F. E PROJECT NUMBER
93613.002.01
DISH VG,AI sS L.L.C.
PROJECT INFORMATION
MNMS P00147A
10475 KIMBRO AVEUNE
SOUTH
OTTAGE GROVE, AN 5501E
SHEET TITLE
GROUNDING DETAILS
SHEET NUMBER
G-3
dish
wireless_
5701 SOUTH SANTA FE DRIVE
LITTLETO N, CO 80120
B+T GRP
1]i] S. BOULDER
SUITE 3OD
TULSA, OK 7411u
PH: )51 E)58]-0EGO
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CHECKED BV:
APPROVED BY:
CH
VXI
VXI
REDS REV H: 20
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REv
DATE
oescRlPnoN
ro/Isn�
it/12/2�
A&E PROJECT NUMBER
93613.002.01
oisH wLeless LLc.
PROJECT INFORMATION
M NMSP00147A
10475 KIM BRO AVEUNE
SOUTH
OTTAGE GROVE, MN 55016
SHEET TITLE
RF
CABLE COLOR CODES
SHEET NUMBER
RF-1
LOW BANDS (N71+N26) A
OPTIONAL - (N25) (N66+NCO+H-BLOCK)
a RAMC[,'
CBRS TECH NEGATIVE SLANT PORT
(3 SHz) ANT/RRH
YELLOW ON WHITE
ALPHA SECTOR BETA SECTOR GAMMA SECTOR
M D BAND "IT GREEN
COLOR IDENTIFIER NO scLE 2 FINAL "D' IN NEISYSONE NOT USED NO scLE 3 HANDLE D By THE MID BAND
RF CABLE COLOR CODES NO SCALE NOT USED NO 5OALE Q
HYBRID/DISCREET CABLES 3/4" TAPE WIDTHS WITH
ANTENNA
3/4" SPACING
(600 MH zO N71H BASE DAN D) +
(850 MHz N26 BAND) +
(700 MHz N29 BAND) OPTIONPL PER MPRKETADD FREUENCV COLOR TO SECTOR BANDREDREDREDBLUEBLUEBLUE
WILL USE YELLOW BPND)ORANGEORANGERED
ALPHA RRH
PORT 1 PORT 2 PORT ]
+ $IANT - BWM + GIANT
_pO�ORANGE
BETA
CANMA RRH
PORT 4 PORT 1 PoRT 2 PORT ]
- SIANi + SIAM - 9lANT + SIANi
REDORANGELE
ORANGERANGE
PORT 4 PORT 1 PORT 2
- SLANT + GIANT - BIANT
GREENGREEN(CBRS
BLUE ORANGEORANGE
DRANGE(_PORtORANGE
PORT 3
+ BIANT
GREEN
j0MGE
(AWS BANDS N66+N7O)
ADD FREUENCY COLOR TO SECTOR BANG(CBRS WILL USE YELLOW BANDS)
ii
REDJPUiRiPiLE
REDPURPLEPURPLEBWEPURPLEPURPLEGREEN PURPLE
BLUEBLUEBLUEGREENGREENGREENJORR!PiL�E
_PoRTPURPLEPURPLE_PORTPURPLE
HYBRID/DISCREET CABLES
INCLUDE SECTOR BANDS BEING SUPPORTED
ALONG WITH FREQUENCY BANDS,
EXAMPLE 1 - HYBRID. OR DISCREET. SUPPORTS
SECTORS, BOTH LOW -BANDS AND
EXAMPLE 2 - HYBRID, OR DISCREET, SUPPORTS
CARS ONLY, ALL SECTORS,
N COAX WITH GROUND
MOUNTED RRHSMA
EXAMPLE 1
RED
BLUE
GREEN
ORANGE
PURPLE
EXAMPLE 2
RED
BLUE
GREEN
YELLOW
EXAMPLE 3 CANISTER
C0.4X�1 COAX /2
(ALPHO) (ALPHA)
RED RED
RED
CONTRPCTOR
CONSTRUCTION
TO REFER TO FINAL
RFDS FOR ALL RD
DETAILS.
FIBER JUMPERS TO RRHs
LOW -BAND HF FIBER CABLES HAVE SECTOR
LOW BAND RRH MID
ORANGE
BOND RRH LOW
PURPLE
BAND RRH MID
ORANGE
BOND RRH LOW
PURPLE
BIND RRH MID
ORANGE
BAND RRH
PURPLE
POWER CABLES TO RRHs
LOW -BAND RRH POWER CABLES HAVE SECTOR
STRIFE ONLY
LOW BOND RRH MID
E
BAND RRH LOW
E
BOND RRH MID
E
BOND RRH LOW
E
BAND RRH MID
E
BAND RRH
E
NET MOTORS 4T ANTENNAS
ET CONTROL IS
RRH WHEN ONE SET OF RETPARTSfX151 ON
ANTENNA tAMENNA 1
MID BOND LOW BAND
IN IN
ANTENNA tAMENNO 1
MID BAND LOW BAND
IN IN
ANTENNA tANTEN11O 1
MID BAND LOW BAND
IN IN
DISH Wireless LLC, TEMPLATE VERSION 45 - 10 /08/2021
EXOTHERMIC CONNECTION
AS
ABV
ANCHOR BOLT
ABOVE
TNT
I H
INTERIOR
MECHANICAL CONNECTION
■
AC
ALTERNATING CURRENT
LB(S)
PC U ND(S)
BUSS BAR INSULATOR
AD EL
ADDITIONAL
LF
LINEAR FEET
CHEMICAL ELECTSLttIC GROUNDING SYSTEM
ALL
AFG
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
LTE
LONG TERM EVOLUTION
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TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM
8T
A
ABOVE GROUND LEVEL
MAX
MIX
MASONRY
EXOTHERMIC WITH INSPECTION SLEEVE
Q
Al
ALIT
AMPERAGE INTERRUPTION CAPACITY
ALUMINUM
MR
MESH
MACHINE BOLT
MECHANICAL
GROUNDING B.
GROUND RODS
I�'
ALTM
ANT
ALTERNATE
ANTENNA
MFR
MANUFACTURER
T AROUND BAR
TEST GROUND ROD WITH INSPECTION SLEEVE
II[-T
APPROX
ARCH
APPROXIMATE
ARCHITECTURAL
MIN
MINIMUM
SINGLE POLE SNITCH
$
AS,
AUTOMATIC TRANSFER SNITCH
MISC
MTL
MISCELLANEOUS
METAL
AWG
AM ERICAJWI RE GAUGE
END
MANUAL SF ER SWITCH
DUPLEX RECEPTACLE
BATT
BATTERY
MW
MICROWAVES
DUPLEX GFCI RECEPTACLE
/�
BLDG
BLK
RUILDINO
BLOCK
NEC
NM
NATIONAL ELECTRIC CODE
NEWTON METERS
�II
BLKG
BLOCKING
NO
NUMBER
FLUORESCENT LIGHTING FIXTURE (2) TWO LAMPS 58-78
F
BM
BEAMJf3
NUMBER
J
RTC
BARE TINNED COPPER CONDUCTOR
NTS
NOT TO SCALE
SMSK€ DETECTION (DAG
SD
PIT
BOTTOM OF FOOTING
OC
ON —CENTER
CAB.
CANT
CABINET
CANTILEVERS
OSHA
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
EMERGENCY LIGHTING (DC)
CHG
CHARGING
P/PG
'PEN NO
PRECAST CONCRETE
SECURITY LIGHT W/PHOTOCELL LITHONIA ALXW
O
CLG
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LED—T-25Aa00/S K—SR4-120—PE—DDBTXD
CLR OIL EAR
PCU PRIMARY CONTROL UNIT
CHAIN LINK FENCE x
x x X
CSL
COLUMN
PLC
PRIMARY RADIO CABINET
WOOD/WROUGHT. IRON FENCE p
p p p p
COMM
CON'
COMMON
CONCRETE
OF
p0lARIZ INC PRESERVING
PC INDS '
WALL STRUCTURE.
LEASE AREA
TRPON
T HIN
PSI
AT
PERRE
POUNDSPST
BOYARS INCH
PRESSURE TREATED
DC
DIRECT CURRENT
PAR
POAUL CABINET
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SETBACKS -------------------------
ICE BRIDGE
DE PT
DF
DIA
DIAL
DE PPRTMENT
DOJILIS FIR
DIAMETER
DIAGONAL
Ott
RED
RECT
REF
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RADIUS
RECTIFIER
REFERENCE
CABLE TRAY
WATER LINE W
W A W W
DIM
FAG
DIMENSION
G
ICE HE
REV I
f0D
RE ENT
RfOUIRS
UNDERGROUND POWER UGP
UNDERGROUND TELCO TAT
TIP UGP UGP TIP
UGT HOT UGT UGT
DF
EA
EC
DOWEL
EACH
ELECTRICAL CONDUCTOR
RET
RP
REMOTE ELECTRIC TILT
RADIO FREQUENCY
OVERHEAD POWER DUP
OVERHEAD TELCO IHT
SHP XH DUP
SHT DHT DUT
ELEC
EMT
TI
ELECTRICAL
ELECTRICAL METALLIC TUBING
RMH
RR
RRU
RWY
RIGID METALLIC H ONDUIT
RENTS E RAID 0 EAD
REMOTE RADIO UNIT
RACEWAY
TIT
UNDERGROUND TELCO/POWER UGT/P
UGT/P UGT/P UGT/P
EN
R
ABOVE GROUND POWER. PAR AIR AIR PAR AIR
SCH SCHEDULE
ES EOIAL
TELCO
EXP
EXPANSION
HT
SIAD
H T
SMART INTEGRATE ACCESS DEVICE
ABOVE GROUND ACT
ACT ACT ACT ACT
EX
EXTERIOR
ABOVE GROUND TELCO/POWER — AGT/P AGT/P AGT/P — AGT/P
Y SIM SIM ILA;
SPEC XPE CI FICATION
WORKPOINT
W'P'
FAR
FF
FABRICATION
FINISH FLOOR
FG
FINISH GRADE
SS
LESSDARD STEEL
SECTION REFERENCE
17A
FF FACT LITY INTERFACE FR STDALL STANDARD
E AME
ISH(ED)
T
T"EEL v
DETAIL REFERENCE
FL'
FDN
FLOOR
FOUNDATION
HK
TPA
THICKNESS
TOWER MOUNTS AMPLIFIER
TO
F0M
TO ASTUD
FACE OF CONCRETE
FACE OF MASON RY
TOA
NAIL
TOP OF ANTENNA
FOW
FS
FT
FACEFACE OF WALL
FINISH SURFACE
FGOT
TOC
LOT
TIP
TOS
TIP OF CURB
TOP OF FOUND ATION
TOP OF PLATE (PARAPET)
T 0 P OF STEEL
GA
FOOTING
GAUGE
TO'
OF T
GEN
GENERATOR
TVSS
TYR
TRANSIENTOP
VOALLLTAGE SURGE SUPPRESSION
TYPICAL
GFCI
GROUND FAULT CIRCUIT INTERRUPTER
US
UNDERGROUND
GLB
GLUE a TED BEAM
UL
UNDER"FEES ueoRATORY
GLV
GALVANIEA
IN O
UNLESS NOTED OTHERWISE
API
IND
GLGRAL POSITIONING SYSTEM
GROUND
UMTS
UNIVERSAL MOBILE TELECOMMUNICA IONS SYSTEM
AD.
ALWOUT v T E
UPS
UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT)
LEG
HOT DIPPED GAVA GEDB
VF
PERIN FIELD
WIDE
HER
FOR
HEADER
W/
ITH
H
HEAT/ NTIL TION/AR CONDITIONING
DI
WOOD
HT
HEIGHT
WP
WEATHERPROOF
IOR
INTERIOR GROUND RING
WT
WEIGHT
LEGEND
ABBREVIATIONS
wireless_
5]01 SOUTH SANTA FE DRIVE
LI]TLETO N, CO 80120
B+T GRP
1]i] S. BOULDER
SUITE 30D
TULSF, OK ]411u
PH: )51 E)58]-0E30
w.bUgrp.wm
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BRAT ENGINEERING, INC.
DRAWN BY:
CHECKED BY:
APPROVED BY:
CH
VXI
VXI
RFDS REV H: 20
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REv
DATE
oescRlPnoN
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PAGE PROJECT NUMBER
93613.002.01
olsH wrFeless L.L.c.
PROJECT INFORMATION
M NMSPOO147A
10475 KIM BRO AVEUNE
SOUTH
OTTAGE GROVE, MN 55016
SHEET TITLE
LEGEND AND
ABBREVIATIONS
SHEET NUMBER
GN-1
DISH Wlreles LLC, TEMPLATE VERSION 45 — 10 /08/2021
SITE ACTIVITY REQUIREMENTS'
1. NOTICE TO PROCEED — NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEIVING A WRITTEN NOTICE TO PROCEED
(NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless
L.L.C. AND TOWER OWNER NOC & 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 T0: 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 BOX 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 Wlreles9 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 ODES REGULATIONS
C C G
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 PL CED IN ANY FILL OR EMBANKMENT.
DISH Wlreles LLC, TEMPLATE VERSION 45 — 10/08/2021
GENERAL NOTES:
1.FOR THE PURPOSE OF CON5TRI1 TION DRAWING THE FOLLOWING DEFINITIONS SHALL APPLY:
C G D L
CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION
CARRIER:DISH Wireless L.L.C.
TOWER OWNERUOWER 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 15 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
CONDILI GN 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
PROPEATY DUPINGONSTRU LION. SUCH MEASURES SHALL INCLUDE BUT NOT BE LIMITED LO BRACING FORMWORK SHORING ET.
C C
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 15 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 CONDILIONS 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 POD 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 Wheless 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,
dish
wireless_
5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
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171 S. BOULDER
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B&T ENGINEERING, INC.
DRAWN BY:
CHECKED By:
APPROVED By
CH
YXI
I YXI
RFDS REV k: 2,0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
,V'O1
linvzl
ARE PROJECT NUMBER
93613.002.01
DISH Wireless L L.C.
PROJECT INFORMATION
MINIMS P00147A
10475 KIMBRO AVEUNE
SOUTH
OTTAGE GROVE, AN 5501E
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
GN-2
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
Est.
3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'X) 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 90Y 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"
• 45 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 RC 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
D'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 (46 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 AC C (90' C IF AVAILABLE).
14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND
NEC.
15, ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED. FOR
EXPOSED INDOOR LOCATIONS.
DISH Wireless L, C, TEMPLATE VERSION 45 - 10/08/2021
16. ELECTRICAL METALLIC TUBING (EMT) OR METAL -CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS
17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE
GRADE PVC CONDUIT.
18. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-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 STRU TUBE MAINTAIN LOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANCES IN DIRECTION TO
C
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 NEED, 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 NEED, 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.
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30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED
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B&T ENGINEERING, INC.
DRAWN BY:
CHECKED BY:APPROVED
BY:
CH
YXI
I YXI
RFDS REV H: 2.0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
o/is/z1
linvzl
ARE PROJECT NUMBER
93613.002.01
DISH Wireless L.L.C.
PROJECT INFORMATION
MINIMS P00147A
10475 KIMBRO AVEUNE
SOUTH
OTTAGE GROVE, AN 5501E
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
GN-3
GROUNDING NOTES:
1, ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GESS) 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 ILL 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 NONELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND
RING, IN ACCORDANCE WITH THE NEC.
18, BOND ALL METALLIC OBJECTS WITHIN 5 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 (l.e.
NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT.
20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4"
NON—METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD —WELD TERMINATION POINT. THE EXPOSED END
OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL).
21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE
TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING
SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO
THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE
(FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES.
DISH Wlreles LLC, TEMPLATE VERSION 45 — 10/08/2021
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5701 SOUTH SANTA FE DRIVE
LITTLETON, CO 80120
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171 S. BOULDER
SUITE 3
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B&T ENGINEERING, INC.
DRAWN BY:
CHECKED BY:APPROVED
BY:
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RFDS REV H: 2,0
CONSTRUCTION
DOCUMENTS
SUBMITTALS
REV
DATE
DESCRIPTION
1o/is/z1
1 i nz/z1
A. E PROJECT NUMBER
93613.002.01
DISH Wheless L.L.C.
PROJECT INFORMATION
MINIMS P00147A
10475 KIMBRO AVEUNE
SOUTH
OTTAGE GROVE, MN 5501E
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
GN-4