HomeMy WebLinkAboutDN02071B_A and E_CDs_L600 - 11.06.2018 - FINAL CONST - 4900184499DN02071B
APPROVAL SIGNATURE BLOCK
Construction Manager (Print)
The following parties have reviewed these documents.
All documents are subject to review by the local zoning/building
departments and may impose changes or modifications.
RF Engineer (Print)
Site Acquisition (Print)
TMO Quality Assurance (Print)
Construction Manager
RF Engineer
Site Acquisition
TMO Quality Assurance
Date
Approved
Rejected
Date
Approved
Rejected
Date
Approved
Rejected
Date
Approved
Rejected
Project Manager (Print)Project Manager
Date
Approved
Rejected
TITLE SHEET
T1
1 10/03/18 PRELIMINARY EC
ST. REGIS
DN02071B
ATC SITE #: CO-332094
315 EAST DEAN ST
ASPEN, CO 81611
PITKIN COUNTY
EC ML MN
2 11/06/18 FINAL CONST.EC
Sheet Number:
Sheet Title:
Description:Rev:Date:By:
DRAWN BY:CHK BY:APV BY:
SITE NAME:
SITE ID:
PROJECT INFORMATION:
LICENSURE NO:
PLANS PREPARED BY:
18400 EAST 22ND AVE. AURORA, CO 80216
ALL SCALES ARE SET FOR 24"x36" SHEET
3980 QUEBEC STREET
DENVER, CO 80207
WYCOFIELDSERVICES.COM
here quality still counts.
A3
T1 TITLE SHEET
DRAWING INDEX
A4
NORTH ELEVATIONS
EQUIPMENT LAYOUTS
A5
ANTENNA LAYOUTS
A6
RFDS DIAGRAM
ANTENNA SPECIFICATIONS
A8
OVERALL SITE PLANA1
SAFETY PLAN
A7
GENERAL NOTESGN1
L600
315 EAST DEAN ST
ASPEN, CO 81611
LATITUDE: 39.1869755°
LONGITUDE: -105.821207°
ST. REGIS
DN02071B
MODIFICATION OF AN EXISTING "NON-INHABITABLE" T-MOBILE TELECOMMUNICATIONS SITE
- (4) NEW ANTENNAS
- (4) RRU'S
- (2) NEW SYSTEM MODULE
N
SITE PHOTO
SCOPE OF WORKVICINITY MAP
1.THE FACILITY IS AN UNOCCUPIED WIRELESS FACILITY.
2.PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY,
UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT,
APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED
ON THE DRAWINGS.
3.PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE JOB SITE AND BE
RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS, AND
CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING
WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE
IMPLEMENTATION ENGINEER AND ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE
WORK.
4.THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED BEFORE
STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT
DOCUMENTS.
5.CONTRACTOR SHALL CONTACT LOCAL DIGGERS HOTLINE 48 HOURS PRIOR TO PROCEEDING
WITH ANY EXCAVATION, SITE WORK OR CONSTRUCTION.
6.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR
WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE.
7.ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH
ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL GIVE ALL
NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL
ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK.
MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL
APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE
JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS.
FROM 18400 EAST 22ND AVENUE AURORA, CO 80011: HEAD EAST ON E 22ND AVE TOWARD TOWER RD,
TURN LEFT AT THE 1ST CROSS STREET ONTO TOWER RD, USE THE LEFT 2 LANES TO TURN LEFT TO
MERGE ONTO I-70 W, MERGE ONTO I-70 W, USE THE RIGHT 2 LANES TO TAKE EXIT 195 FOR CO-91 S
TOWARD COPPER MOUNTAIN/LEADVILLE, CONTINUE ONTO CO-91 S, CONTINUE ONTO US-24 E/N POPLAR
ST, TURN RIGHT ONTO CO-82 W, TURN LEFT ONTO S ORIGINAL ST, TURN RIGHT ONTO E DURANT AVE,
TURN LEFT ONTO S GALENA ST, TURN RIGHT AT THE 1ST CROSS STREET ONTO E DEAN ST,
DESTINATION WILL BE ON THE LEFT.
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.
GOVERNING CODES, AS APPLICABLE:
IBC-2015
IRC-2015
IMC-2015
IPC-2015
NEC-2014
APPLICANT:
SITE ACQUISITION:
WYCO ENGINEERING SERVICES
3980 QUEBEC ST
DENVER, CO 80207
MICHAEL LASITER
303.601.4269
T-MOBILE WEST LLC
18400 EAST 22ND AVENUE
AURORA, CO 80011
303.313.6923
WYCO LAND SERVICES
3980 QUEBEC ST
DENVER, CO 80207
ANNIE MACKIEWICZ
303.601.7241
A&E PROJECT MANAGER
PROPERTY OWNER:
T-MOBILE PROJECT MANAGEMENT
JENNI BAKER
18400 EAST 22ND AVENUE
AURORA, CO 80011
720.648.3172
SITE INFORMATION
GENERAL CONSTRUCTION NOTES
CODE COMPLIANCE
PROJECT CONTACTS
DRIVING DIRECTIONS
SITE LOCATION
SLC ASPEN DEAN STREET LLC
315 EAST DEAN STREET
ASPEN, CO 81611
SITE TYPE:BUILDING - ROOFTOP
SITE NAME:ST. REGIS
SITE NUMBER:DN02071B
SITE ADDRESS:315 EAST DEAN ST.
ASPEN, CO 81611
JURISDICTION:TOWN OF ASPEN
A.D.A. COMPLICANCE:NOT REQUIRED PER IBC 1103.2.9.
RFDS DATE:3/21/2018
T-MOBILE CONSTRUCTION MANAGER
18400 EAST 22ND AVENUE
AURORA, CO 80011
RICK SAWYER
303.521.8061
A2
EQUIPMENT DETAILS
A8.1 EQUIPMENT DETAILS
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1 10/03/18 PRELIMINARY EC
ST. REGIS
DN02071B
ATC SITE #: CO-332094
315 EAST DEAN ST
ASPEN, CO 81611
PITKIN COUNTY
EC ML MN
2 11/06/18 FINAL CONST.EC
OVERALL
SITE
PLAN
A2
2 OVERALL SITE PLAN
SCALE: 1/16" = 1'-0"
Sheet Number:
Sheet Title:
Description:Rev:Date:By:
DRAWN BY:CHK BY:APV BY:
SITE NAME:
SITE ID:
PROJECT INFORMATION:
LICENSURE NO:
PLANS PREPARED BY:
18400 EAST 22ND AVE. AURORA, CO 80216
ALL SCALES ARE SET FOR 24"x36" SHEET
3980 QUEBEC STREET
DENVER, CO 80207
WYCOFIELDSERVICES.COM
here quality still counts.
SCALE: 1/16"=1'-0"
8'0 16'32'48'
(E) MULTI-STORY
COMMERCIAL BUILDING
(E) ROOFTOP
PENTHOUISE W/
T-MOBILE ANTENNAS
(E) T-MOBILE
ROOFTOP PLATFORM
(E) BUILDING ROOFTOP
(E) PLAZA BELOW
S
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T-MOBILE PROJECT AREA
SEE SHEET A4.0
E DEAN ST E DEAN ST
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1 T-MOBILE LEASE AREA PHOTO
SCALE: N.T.S.
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1 10/03/18 PRELIMINARY EC
ST. REGIS
DN02071B
ATC SITE #: CO-332094
315 EAST DEAN ST
ASPEN, CO 81611
PITKIN COUNTY
EC ML MN
2 11/06/18 FINAL CONST.EC
EQUIPMENT
LAYOUT
A2
2 PROPOSED EQUIPMENT PLAN
SCALE: 3/4" = 1'-0"
Sheet Number:
Sheet Title:
Description:Rev:Date:By:
DRAWN BY:CHK BY:APV BY:
SITE NAME:
SITE ID:
PROJECT INFORMATION:
LICENSURE NO:
PLANS PREPARED BY:
18400 EAST 22ND AVE. AURORA, CO 80216
ALL SCALES ARE SET FOR 24"x36" SHEET
3980 QUEBEC STREET
DENVER, CO 80207
WYCOFIELDSERVICES.COM
here quality still counts.
SCALE: 3/4"=1'-0"
6"0 3'2'1'
1 EXISTING EQUIPMENT PLAN
SCALE: 3/4" = 1'-0"SCALE: 3/4"=1'-0"
6"0 3'2'1'
(E) T-MOBILE FCOA CABINET;
REMOVE (3) (E) FSMF MOUDLES
(E) T-MOBILE BBU
TO REMAIN
(E) T-MOBILE
STACKED MODULES
(E) T-MOBILE RAC
24 CABINET
(E) T-MOBILE 100A
PPC & TELCO
CABINET
(E) T-MOBILE COVP
TO BE RELOCATED
(E) T-MOBILE COVP
TO BE RELOCATED
(N) T-MOBILE STACKED UNISTRUT
TABLES W/ (2) (N) AMOB MODULES
(2) (E) T-MOBILE COVP
RELOCATED TO (N) H-FRAME
(N) T-MOBILE H-FRAME TO BE INSTALLED
N
N
(E) DC POWER PLANT TO BE REPLACED WITH
(1) (N) ESAA400-HCU01 400A DC POWER PLANT
VIEW
NORTH
ELEVATIONS
A3
2 PROPOSED NORTH ELEVATION
SCALE: 1/16" = 1'-0"
1 10/03/18 PRELIMINARY EC
ST. REGIS
DN02071B
ATC SITE #: CO-332094
315 EAST DEAN ST
ASPEN, CO 81611
PITKIN COUNTY
EC ML MN
2 11/06/18 FINAL CONST.EC
Sheet Number:
Sheet Title:
Description:Rev:Date:By:
DRAWN BY:CHK BY:APV BY:
SITE NAME:
SITE ID:
PROJECT INFORMATION:
LICENSURE NO:
PLANS PREPARED BY:
18400 EAST 22ND AVE. AURORA, CO 80216
ALL SCALES ARE SET FOR 24"x36" SHEET
3980 QUEBEC STREET
DENVER, CO 80207
WYCOFIELDSERVICES.COM
here quality still counts.
SCALE: 1/16"=1'-0"
8'0 16'32'48'
1 EXISTING NORTH ELEVATION
SCALE: 1/16" = 1'-0"
EX. GRADE
ELEV. 0'-0"
TOP OF PENTHOUSE
ELEV. 79'-0"
CL OF T-MOBILE ANTENNAS
ELEV. 77'-0"
(E) METAL STAIRS TO
PENTHOUSE
(E) T-MOBILE
ANTENNA TO REMAIN
(ALPHA SECTOR)
(E) PENTHOUSE ROOF TOP
(E) BUILDING ROOF TOP
(E) T-MOBILE EQUIPMENT
ON METAL PLATFORM
(NOT VISIBLE)
(E) BUILDING
EX. GRADE
ELEV. 0'-0"
TOP OF PENTHOUSE
ELEV. 79'-0"
CL OF T-MOBILE ANTENNAS
ELEV. 77'-0"
(E) BUILDING ROOF TOP
(E) T-MOBILE EQUIPMENT
ON METAL PLATFORM
(NOT VISIBLE)
(E) BUILDING
(E) T-MOBILE ANTENNA TO
REMAIN (DELTA SECTOR)
(E) T-MOBILE ANTENNA
TO BE REPLACED
(ALPHA SECTOR)
(E) PENTHOUSE ROOF TOP (N) T-MOBILE ANTENNA TO
REPLACE (E) (TYP. PER SECTOR)
(N) T-MOBILE ANTENNA TO
REPLACE (E) (TYP. PER SECTOR)
SCALE: 1/16"=1'-0"
8'0 16'32'48'
NOTE:
PAINT ANTENNAS TO MATCH (E) BLDG
(
E
)
A
L
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=
3
4
0
°
(E ) D
E
L
T
A
S
E
C
T
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R
AZI
M
U
T
H
=
4
0
°
(E) BETA SECTOR
AZIMUTH = 90°
(E) G
A
M
M
A
S
E
C
T
O
R
AZ
I
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=
2
0
0
°
(
N
)
A
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P
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E
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=
3
4
0
°
(N ) D
E
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E
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AZI
M
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=
4
0
°
(N) BETA SECTOR
AZIMUTH = 90°
(N) G
A
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AZ
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=
2
0
0
°
ANTENNA
LAYOUT
A4
1 10/03/18 PRELIMINARY EC
ST. REGIS
DN02071B
ATC SITE #: CO-332094
315 EAST DEAN ST
ASPEN, CO 81611
PITKIN COUNTY
EC ML MN
2 11/06/18 FINAL CONST.EC
Sheet Number:
Sheet Title:
Description:Rev:Date:By:
DRAWN BY:CHK BY:APV BY:
SITE NAME:
SITE ID:
PROJECT INFORMATION:
LICENSURE NO:
PLANS PREPARED BY:
18400 EAST 22ND AVE. AURORA, CO 80216
ALL SCALES ARE SET FOR 24"x36" SHEET
3980 QUEBEC STREET
DENVER, CO 80207
WYCOFIELDSERVICES.COM
here quality still counts.
SCALE: 1/4"=1'-0"
2'0 4'8'12'
N
SCALE: 1/4"=1'-0"
2'0 4'8'12'
(E) T-MOBILE
ANTENNA TO REMAIN
(E) T-MOBILE
ANTENNA TO BE
REPLACED
(E) T-MOBILE ANTENNA
TO BE REPLACED
(E) T-MOBILE ANTENNA
TO BE REPLACED
(E) T-MOBILE
ANTENNA TO REMAIN
(E) T-MOBILE ANTENNA
TO REMAIN
(E) T-MOBILE ANTENNA
TO REMAIN
(E) T-MOBILE ANTENNA
TO BE REPLACED
(E) T-MOBILE FRLB TO BE REPLACED
(TYP. PER SECTOR)
(E) T-MOBILE FRIG RRUS TO REMAIN
(TYP. PER SECTOR)
(E) T-MOBILE FHFB TO REMAIN
(TYP. PER SECTOR)
(E) T-MOBILE COVP TO REMAIN
(TYP. PER SECTOR)
(E) T-MOBILE TMAs TO REMAIN
(TYP. PER SECTOR)
(E) T-MOBILE FXFB TO REMAIN
(TYP. PER SECTOR)(N) T-MOBILE AHLOA TO REPLACE
FRLB (TYP. PER SECTOR)
(N) T-MOBILE ANTENNA TO
REPLACE (E)
(N) T-MOBILE AHLOA
RRU TO REPLACE
(E) FRLB
(TYP. PER SECTOR)
(N) T-MOBILE ANTENNA
TO REPLACE (E)
(N) T-MOBILE AHLOA RRU TO
REPLACE (E) FRLB
(TYP. PER SECTOR)
(N) T-MOBILE
ANTENNA TO
REPLACE (E)
(N) T-MOBILE
ANTENNA TO
REPLACE (E)
3/28/2018
NOTES:
- INFORMATION PER RFDS DATED:
CONTRACTOR TO REFER TO MOST RECENT RFDS BY T-MOBILE PRIOR TO COMMENCING WORK.
- REFER TO SHEET A5 FOR ANTENNA SPECIFICATIONS
1 RF SCHEDULE
SCALE: N.T.S.
3 PROPOSED ANTENNA LAYOUT
SCALE: 1/4" = 1'-0"
2 EXISTING ANTENNA LAYOUT
SCALE: 1/4" = 1'-0"
SECTOR POSITION EXISTING/PROPOSED ANTENNA
GAMMA
AZIMUTH CL MANUFACTURER - MODEL NUMBER TECHNOLOGY
BETA
ALPHA
DELTA
A1
A2
B1
B2
C1
C2
D1
D2
A1
A2
D1
D2
B1
B2
C2
C1
MECH. TILT ELEC. TILT FEED TYPE
EXISTING
EXISTING
EXISTING
EXISTING
PROPOSED
PROPOSED
PROPOSED
PROPOSED
340°
340°
90°
90°
200°
200°
40°
40°
77'
77'
77'
77'
77'
77'
77'
77'
COMMSCOPE - TMBXX-6516-A2M
COMMSCOPE - FFHH-65B-R3
COMMSCOPE - TMBXX-6516-A2M
COMMSCOPE - FFHH-65B-R3
COMMSCOPE - TMBXX-6516-A2M
COMMSCOPE - FFHH-65B-R3
COMMSCOPE - TMBXX-6516-A2M
COMMSCOPE - FFHH-65B-R3
U1900/G1900
L600/L700/L1900/L2100
U1900/G1900
L600/L700/L1900/L2100
U1900/G1900
L600/L700/L1900/L2100
U1900/G1900
L600/L700/L1900/L2100
0
0
0
0
-3
-3
0
0
4/4
4/4/3/3
3/3
0/0/0/0
0/0
0/0/0/0
2/2
0/0/0/0
(E) MID-CAP
HYBRID CABLE
(E) LOW-CAP
HYBRID CABLE
(E) LOW-CAP
HYBRID CABLE
(E) LOW-CAP
HYBRID CABLE
N
NOTE:
PAINT ANTENNAS TO MATCH (E) BLDG
NOTE:
PER MA'S DATED: 10/26/18
ALL PROPOSED ANTENNA LOCATIONS ARE
TO BE REPLACED WITH (N) COMMSCOPE
MT-222L MOUNTS. (RE: A8.1 FOR DETAILS)
(N) COMMSCOPE MT-222L PIPE MOUNT
TO BE INSTALLED (TYP. PER SECTOR)
(RE: A8.1 FOR DETAILS)
1 10/03/18 PRELIMINARY EC
ST. REGIS
DN02071B
ATC SITE #: CO-332094
315 EAST DEAN ST
ASPEN, CO 81611
PITKIN COUNTY
EC ML MN
2 11/06/18 FINAL CONST.EC
RFDS
DIAGRAM
A5
Sheet Number:
Sheet Title:
Description:Rev:Date:By:
DRAWN BY:CHK BY:APV BY:
SITE NAME:
SITE ID:
PROJECT INFORMATION:
LICENSURE NO:
PLANS PREPARED BY:
18400 EAST 22ND AVE. AURORA, CO 80216
ALL SCALES ARE SET FOR 24"x36" SHEET
3980 QUEBEC STREET
DENVER, CO 80207
WYCOFIELDSERVICES.COM
here quality still counts.
1 RFDS DIAGRAM
SCALE: N.T.S.
ST
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1 10/03/18 PRELIMINARY EC
ST. REGIS
DN02071B
ATC SITE #: CO-332094
315 EAST DEAN ST
ASPEN, CO 81611
PITKIN COUNTY
EC ML MN
2 11/06/18 FINAL CONST.EC
SAFETY
PLAN
A6
1 SAFETY PLAN
SCALE: 1/8" = 1'-0"
Sheet Number:
Sheet Title:
Description:Rev:Date:By:
DRAWN BY:CHK BY:APV BY:
SITE NAME:
SITE ID:
PROJECT INFORMATION:
LICENSURE NO:
PLANS PREPARED BY:
18400 EAST 22ND AVE. AURORA, CO 80216
ALL SCALES ARE SET FOR 24"x36" SHEET
3980 QUEBEC STREET
DENVER, CO 80207
WYCOFIELDSERVICES.COM
here quality still counts.
NOTE:
THIS SITE MEETS OSHA COMPLIANCE FOR FIELD
OPERATIONS TO ACCESS BTS EQUIPMENT IN LOWER LEVEL
ROOM NOT SHOWN. RADIO AND ANTENNAS ON LOWER &
UPPER PENTHOUSE ARE ACCESSIBLE WITH USE OF EXISTING
SAFETY TIE OFF CABLES.
(E) ROOFTOP
ACCESS DOOR
3' SAFETY PATH TO
EQUIPMENT
LEGEND
15' FALL ZONE &
INACCESSIBLE
AREAS
3' WIDE SAFETY
PATH TO
EQUIPMENT
3' SAFETY PATH TO
EQUIPMENT
(E) ROOFTOP HVAC
EQUIPMENT (TYP.)
(E) ROOFTOP COVERS
(TYP.)
HVAC
HVAC
(E) ROOFTOP HVAC
EQUIPMENT (TYP.)
SCALE: 1/8"=1'-0"
4'0 8'16'24'
N
1 10/03/18 PRELIMINARY EC
ST. REGIS
DN02071B
ATC SITE #: CO-332094
315 EAST DEAN ST
ASPEN, CO 81611
PITKIN COUNTY
EC ML MN
2 11/06/18 FINAL CONST.EC
ANTENNA
SPECIFICATION
A7
1 ANTENNA SPECIFICATIONS
SCALE: N.T.S.
Sheet Number:
Sheet Title:
Description:Rev:Date:By:
DRAWN BY:CHK BY:APV BY:
SITE NAME:
SITE ID:
PROJECT INFORMATION:
LICENSURE NO:
PLANS PREPARED BY:
18400 EAST 22ND AVE. AURORA, CO 80216
ALL SCALES ARE SET FOR 24"x36" SHEET
3980 QUEBEC STREET
DENVER, CO 80207
WYCOFIELDSERVICES.COM
here quality still counts.
3 RRU MOUNTING DETAIL
SCALE: N.T.S.
RRU MOUNTED TO
FPKA
FPKA CLAMPED &
TIGHTENED TO PIPE
TYP. x2
RRU MOUNTED TO
FPKA
FPKA CLAMPED &
TIGHTENED TO PIPE
TYP. x2
PIPE MOUNTED UNISTRUT MOUNTED
(2) 1-5/8" UNISTRUT
(VERTICAL OR
HORIZONTAL INSTALL)
UNISTRUT NUT &
3/8" NUT TYP.
UNISTRUT TO WALL W/
5/8" EXPANSION
ANCHOR TYP. X2 PER
UNISTRUT
3/8" BOLT & WASHER
TYP. X4 PER RRU
4 SYSTEM / RADIO MODULE SPECIFICATIONS
SCALE: N.T.S.
5.
2
5
"
22
"
19.3"
17.6"
NOKIA FLEXI SYSTEM/RADIO MODULES
FSMF, FSME, FRIE & FXFC
CLEARANCES:FRONT: 23.6"
BACK: 8"
TOP: 1.2"
SIDES: 4"
WEIGHT:44 lbs
ADDITIONAL NOTE:MODULE CAN BE INSTALLED
VERTICALLY & HORIZONTALLY
FPKA MOUNTING
BRACKET
MODULE
PLINTH
PIPE
FCOA CABINET
SYSTEM MODULE
MOUNTED TO
INTERIOR FCOA RACK
STACKED SYSTEM
MODULES
NOKIA PLINTH
BOLT PLINTH TO
UNISTRUT PER
NOKIA
REQUIREMENTS
5/8" EXPANSION ANCHOR
(CONC.) THRU BOLT 7"x7"
BACKER PLATE (GRATE)
(x2 PER BASE) TYP.
SURFACE
TOP
SIDE
P1000 1-5/8"
UNISTRUT FRAME
36
"
M
I
N
.
(4) P2072A BASE
UNISTRUT BRACKET
1 RRU SPECIFICATIONS (AHFIB)
SCALE: N.T.S.
1 10/03/18 PRELIMINARY EC
ST. REGIS
DN02071B
ATC SITE #: CO-332094
315 EAST DEAN ST
ASPEN, CO 81611
PITKIN COUNTY
EC ML MN
2 11/06/18 FINAL CONST.EC
EQUIPMENT
DETAILS
A8
Sheet Number:
Sheet Title:
Description:Rev:Date:By:
DRAWN BY:CHK BY:APV BY:
SITE NAME:
SITE ID:
PROJECT INFORMATION:
LICENSURE NO:
PLANS PREPARED BY:
18400 EAST 22ND AVE. AURORA, CO 80216
ALL SCALES ARE SET FOR 24"x36" SHEET
3980 QUEBEC STREET
DENVER, CO 80207
WYCOFIELDSERVICES.COM
here quality still counts.
2 AMOB SYSTEM MODULE DETAIL
SCALE: N.T.S.
1'-0"
8"
1 10/03/18 PRELIMINARY EC
ST. REGIS
DN02071B
ATC SITE #: CO-332094
315 EAST DEAN ST
ASPEN, CO 81611
PITKIN COUNTY
EC ML MN
2 11/06/18 FINAL CONST.EC
EQUIPMENT
DETAILS
A8.1
Sheet Number:
Sheet Title:
Description:Rev:Date:By:
DRAWN BY:CHK BY:APV BY:
SITE NAME:
SITE ID:
PROJECT INFORMATION:
LICENSURE NO:
PLANS PREPARED BY:
18400 EAST 22ND AVE. AURORA, CO 80216
ALL SCALES ARE SET FOR 24"x36" SHEET
3980 QUEBEC STREET
DENVER, CO 80207
WYCOFIELDSERVICES.COM
here quality still counts.
1 STACKED UNI-STRUT TABLE DETAIL
SCALE: 3/4" = 1'-0"
(2) (N) T-MOBILE UNI-STRUT TABLES
(2) (N) T-MOBILE AMOB SYSTEM
MODULES
36
"
M
I
N
.
15
"
M
I
N
.
P1000 1 5/8" UNI-STRUT FRAME
SURFACE
(4) P2072A BASE
UNISTRUT BRACKET
THRU BOLT 7"X7" BACKER PLATE
(GRATE) (X2 PER BASE) TYP.
UNISTRUT CAPS
INSTALLED @ ENDS TYP.
2 COMMSCOPE MT-222L DETAIL
SCALE: N.T.S.
3 NOT USED
SCALE: N.T.S.
4 NOT USED
SCALE: N.T.S.
EX.
SOLID/CONCRETE/BRICK/CMU
WALL
ANDREW WALL MOUNT
(P/N MT-222L)
2.0" STD MOUNTING PIPE
(7' LONG; TRIM TO FIT)
W/ (1) 1/2" A307 U-BOLT PER
CONNECTION
(4) 1/2" DIA HILTI KWIK-BOLT
TZ W/ 2" MIN EMBEDMENT
INTO (E) WALL
1 10/03/18 PRELIMINARY EC
ST. REGIS
DN02071B
ATC SITE #: CO-332094
315 EAST DEAN ST
ASPEN, CO 81611
PITKIN COUNTY
EC ML MN
2 11/06/18 FINAL CONST.EC
GENERAL
NOTES
GN1
GENERAL CONSTRUCTION NOTES
1.THE FACILITY IS AN UNOCCUPIED WIRELESS FACILITY.
2.PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY,
UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT,
APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON
THE DRAWINGS.
3.PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE JOB SITE AND BE
RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS, AND
CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH
CONSTRUCTION. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE
IMPLEMENTATION ENGINEER AND ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE
WORK.
4.THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED BEFORE
STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT
DOCUMENTS.
5.CONTRACTOR SHALL CONTACT LOCAL DIGGERS HOTLINE 48 HOURS PRIOR TO PROCEEDING
WITH ANY EXCAVATION, SITE WORK OR CONSTRUCTION.
6.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR
WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE.
7.ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL
APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES
AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF
ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. MECHANICAL AND
ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL
AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES,
ORDINANCES AND APPLICABLE REGULATIONS.
8.THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE BEST SKILLS
AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION
MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL
PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH
THE CONSTRUCTION FIELD ENGINEER AND WITH THE LANDLORD'S AUTHORIZED
REPRESENTATIVE.
9.DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE
REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE
INCLUDED AS PART OF THE WORK.
10.REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF SURVEY
DRAWING, SHALL NOT BE USED TO IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT
THE SITE. THE CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY
SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH, AND SHALL
NOTIFY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF ANY
DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND
THE TRUE NORTH ORIENTATION AS DEPICTED ON THE PLAT OF SURVEY. THE CONTRACTOR
SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ARCHITECT/ENGINEER.
STRUCTURAL NOTES
1.0 GENERAL CONDITIONS
1.1 DESIGN AND CONSTRUCTION OF ALL WORK SHALL CONFORM TO THE APPROVED EDITION OF THE
IBC EDITION AND ALL OTHER APPLICABLE STATE CODES, ORDINANCES, AND REGULATIONS. IN CASE
OF CONFLICT BETWEEN THE CODES, STANDARDS, AND REGULATIONS. SPECIFICATIONS, GENERAL
NOTES AND/OR MANUFACTURER'S REQUIREMENTS. USE THE MOST STRINGENT PROVISION.
1.2 IT IS THE EXPRESS INTENT OF THE PARTIES INVOLVED IN THIS PROJECT THAT THE CONTRACTOR
OR SUBCONTRACTOR OR INDEPENDENT CONTRACTOR OR THEIR RESPECTIVE EMPLOYEES SHALL
EXCULPATE THE ARCHITECT, THE ENGINEER, THE CONSTRUCTION MANAGER, THE OWNER, AND
THEIR AGENTS, FROM ANY LIABILITY WHATSOEVER AND HOLD THEM HARMLESS AGAINST LOSS,
DAMAGES, LIABILITY OR ANY EXPENSE ARISING IN ANY MATTER FROM THE WRONGFUL OR
NEGLIGENT ACT, OR FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS, OR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR
PROCEDURES OR FAILURE TO CONFORM TO THE STATE SCAFFOLDING ACT IN CONNECTION WITH
THE WORK.
1.3 DO NOT SCALE DRAWINGS.
1.4 VERIFY ALL EQUIPMENT MOUNTING DIMENSIONS PER MANUFACTURER DRAWINGS.
1.5 SUBMIT ONE SEPIA AND TWO PRINTS OF ALL STRUCTURAL SHOP DRAWINGS. MARKED UP SEPIA
SHALL BE RETURNED.
STRUCTURAL STEEL NOTES:
1.CHANNELS, ANGLES AND PLATES SHALL BE ASTM A36 MATERIAL, UNLESS NOTED OTHERWISE.
2.SQUARE AND RECTANGULAR TUBE STEEL HSS SECTIONS SHALL BE ASTM A500, GRADE B (Fy = 46
ksi) MATERIAL.
3. ROUND PIPE SECTIONS SHALL BE ASTM A53, GRADE B (Fy =35 ksi) MATERIAL.
4.DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE “AISC
SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR
BUILDINGS”, WITH COMMENTARY AND THE “CODE OF STANDARD PRACTICE”.
5.ALL STEEL SHALL HAVE ONE COAT OF SHOP PRIMER. DO NOT PAINT AREAS WITHIN 3” OF
BOLTS, WELDS OR HEADED STUDS.
6.BOLTS SHALL BE HIGH STRENGTH BOLTS, A325, CONFORMING TO ASTM SPECIFICATIONS. ALL
CONNECTIONS SHALL HAVE A MINIMUM OF 2 BOLTS.
7.WELDING SHALL BE CONDUCTED BY CERTIFIED WELDERS AND SHALL CONFORM TO THE AWS
CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION.
8.WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16" MINIMUM UNLESS
OTHERWISE NOTED.
9.WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDED PROCEDURE SPECIFICATION
(WPS) AS PER AWS D1.1 , D1.3 AND D1.4.
10.ONLY PRE-QUALIFIED WELDING PROCEDURES SHALL BE USED.
11.UNLESS SPECIFICALLY ADDRESSED IN THE SPECIFICATIONS OR THE DETAILS, ALL STEEL ITEMS
PERMANENTLY EXPOSED TO EARTH OR WEATHER SHALL BE CORROSION-RESISTANT BY
GALVANIZING OR BY THE USE OF STAINLESS STEEL.
12.ALL FIELD WELDS ON GALVANIZED MATERIAL SHALL BE BRUSH-COATED WITH A ZINC-RICH PAINT.
FRP Notes:
1.ALL FRP MATERIAL SHALL BE EXTREN SERIES 500 OR EQUIVALENT, PRODUCED BY THE
PULTRUSION METHOD.
2.ALL ADHESIVE RESIN SHALL BE PLEXUS METHACRYLATE OR AN EQUIVALENT ADHESIVE RESIN
THAT IS COMPATIBLE WITH THE RESIN MATRIX USED IN THE STRUCTURAL SHAPES.
3.ALL FRP CONNECTIONS SHALL BE FULLY-BONDED AT EACH SIDE WITH A 1/4” PLATE AND A
MINIMUM OF (2) 3/8” DIAMETER FLATHEAD FRP SCREWS PER MEMBER.
4.ISOPLAST NUTS AND BOLTS SHALL BE TIGHTENED TO A SNUG-TIGHT FIT PLUS AN ADDITIONAL 1/2
TURN, PRIOR TO BEING LOCKED WITH EPOXY.
5.ALL PANELS / SHEATHING SHALL BE FULLY BONDED WITH 3/8” FLATHEAD FRP SCREWS AT 12” O.C.
6.ALL FIELD CUT AND DRILLED EDGES, HOLES AND ABRASIONS SHALL BE SEALED WITH A
CATALYZED EPOXY RESIN COMPATIBLE WITH THE MANUFACTURER'S ORIGINAL RESIN.
3.0 STANDARDS FOR ALL CONCRETE WORK
3.1 ALL CONCRETE WORK SHALL CONFORM WITH ACI. 318 OR LATEST. DETAIL REINFORCING IN
CONFORMANCE WITH ACI. SP66 LATEST.
3.2 NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE
STRUCTURAL ENGINEER. LAP SPLICES WHERE PERMITTED SHALL BE A MINIMUM OF 30 BAR DIAMETERS.
3.3 PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOW ON
DRAWINGS.
3.4 WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END LAPS SHALL BE TIED
TOGETHER.
3.5 CURE AFTER FINISHING CONCRETE. KEEP MOIST FOR 7 DAYS AFTER POURING.
3.6 COMPACT STRUCTURAL FILL 95% PROCTOR DENSITY PRIOR TO PLACING CONCRETE UNDER SLABS.
3.7 1/4" CHAMFER ON ALL CORNERS AND EDGES.
3.8 ALL CONCRETE SHALL BE PORTLAND, TYPE 1 CEMENT WITH A MINIMUM OF 28 DAY STRENGTH OF
3000 PSI., 4" SLUMP AND A MINIMUM AIR ENTRAPMENT OF 4%.
3.9 ALL REINFORCING STEEL SHALL BE GRADE 60. ALL REINFORCING MESH SHALL CONFORM TO ASTM
A 185.
ELECTRICAL NOTES
1.SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND
WORK TO BE PREFORMED UNDER THIS CONTRACT. CONTRACTOR IS RESPONSIBLE FOR ALL
FIELD VERIFICATION.
2.THESE PLANS ARE DIAGRAMMATIC ONLY, AND NOT TO BE SCALED.
3.ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT,
INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC. FOR A COMPLETE AND
PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS,
AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED.
4.ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN
INSTALLED AND SHALL BE OF THE BEST GRADE OR GROUP OF EQUIPMENT. MATERIALS SHALL
BE LISTED AND APPROVED BY UNDER-WRITER'S LABORATORY AND SHALL BEAR THE
INSPECTION LABEL "J" WHERE SUBJECT TO SUCH APPROVAL MATERIALS SHALL MEET WITH
APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY AND ALL GOVERNING BODIES HAVING
JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE
STANDARDS ESTABLISHED BY ANSI, NEMA AND NBFU.
5.ALL CONDUIT INSTALLED SHALL BE SURFACE MOUNTED UNLESS OTHERWISE NOTED.
6.ELECTRICAL CONTRACTOR SHALL CARRY OUT HIS WORK WITH ACCORDANCE WITH ALL
GOVERNING STATE, COUNTY, LOCAL CODES AND O.S.H.A.
7.ELECTRICAL CONTRACTOR SHALL SECURE ALL NECESSARY ELECTRICAL PERMITS, AND PAY
ALL REQUIRED FEES.
8.COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF NO LESS THAN ONE YEAR AFTER
THE DATE OF JOB COMPLETION. ANY WORK, MATERIAL, OR EQUIPMENT FOUND TO BE FAULTY
DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE
EXPENSE OF THE ELECTRICAL CONTRACTOR.
9.ALL CONDUIT ONLY (C.O.) SHALL HAVE A PULL WIRE OR ROPE, AND TRUE TAPE.
10.PROVIDE THE OWNER WITH ONE SET OF COMPLETE DIMENSIONS AND CIRCUITS, WITHIN 10
WORKING DAYS OF PROJECT COMPLETION. ELECTRICAL "AS BUILT" DRAWINGS, SHOWING
ACTUAL LOCATION OF CONDUITS.
11.ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE
TURNED OVER TO PROJECT MANAGER AT JOB COMPLETION.
12.USE T-TAP CONNECTIONS ON ALL MULTI-CIRCUITS WITH COMMON NEUTRAL CONDUCTOR FOR
LIGHTING FIXTURE. ALL CONDUCTORS SHALL BE COPPER.
13.THE EXTERIOR GROUND RING SHALL BE TESTED PER CCI SPECIFICATIONS AND SHALL HAVE A
RESISTANCE TO EARTH OF 5 OHMS OR LESS. IF NOT NOTIFY ENGINEER.
14.ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING
RATING NOT LESS THAN THE MAXIMUM SHORT =CIRCUIT CURRENT TO WHICH THEY MAY BE
SUBJECTED, AND A MINIMUM OF 10,000 A.I.C.
15.THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE
CODES.
16.PATCH, REPAIR, AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE
ELECTRICAL WORK.
17.IN DRILLING HOLES INTO CONCRETE (WHETHER FOR FASTENING OR ANCHORING PURPOSES OR
PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC.) IT MUST BE
CLEARLY UNDERSTOOD THAT TENDONS AND RE-BARS WILL NOT BE DRILLED INTO, CUT, OR
DAMAGED UNDER ANY CIRCUMSTANCES.
18.LOCATION OF TENDONS AN RE-BARS ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE
SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT VIA X-RAY, OR OTHER DEVICES
THAT CAN ACCURATELY LOCATE THE REINFORCING STEEL TENDONS.
19.PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED IN ACCORDANCE WITH
APPLICABLE LOCAL BUILDING CODES. USING U.L. RATED MATERIALS.
20.ELECTRICAL CONTRACTOR IS TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF
TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOK-UP
COSTS SHALL BE PAID BY THE CONTRACTOR.
21.ELECTRICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND/OR CATALOG CUT-SHEETS ON
ALL NON-SPECIFIED ORIGINAL MATERIALS AND EQUIPMENT, TO PROJECT MANAGER PRIOR TO
COMMENCEMENT OF THE WORK.
22.UPON COMPLETION OF WORK, CONDUCT CONTINUITY AND SHORT CIRCUIT, AS WELL AS,
GROUNDING TEST, GROUNDING TEST SHALL BE PREFORMED BY INDEPENDENT TESTING AGENCY,
WITH WRITTEN REPORT SUBMITTED TO THE PROJECT MANAGER FOR REVIEW AND APPROVAL.
23.CLEAN PREMISES DAILY OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK PREMISES IN
A COMPLETE AND UNDAMAGED CONDITION.
24.ALL EXTERIOR WALL PENETRATIONS SHALL BE SEALED WITH POLYSEAM SEALANT.
25.ALL #2 TINNED BARE COPPER DOWNLEADS TO BE PROTECTED BY 1/2" P.V.C. PIPE AND SECURED.
26.COMPRESSION FITTINGS TO BE USED ON ALL CONDUITS (NO SET SCREWS).
27.ALL #6 STRANDED COPPER WITH GREEN INSULATION TO BE ATTACHED WITH CRIMPED DOUBLE
LUG, ATTACHED WITH NUTS, BOLTS AND STAR WASHERS TYPICAL AND NO-OX GREASE BETWEEN
LUG AND BUS BAR.
28.ALL ABOVE GROUND CONDUIT SHALL BE RIGID GALVANIZED CONDUIT WITH WEATHERPROOF
FITTINGS.
GROUNDING
1.ALL METALLIC PARTS OF ELECTRICAL EQUIPMENT WHICH DO NOT CARRY CURRENT SHALL BE
GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING MANUFACTURER,
T-MOBILE GROUNDING AND BONDING STANDARDS, AND THE NATIONAL ELECTRICAL CODE.
2.PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEM INDICATED WITH ASSEMBLY OF
MATERIALS, INCLUDING GROUNDING ELECTRODES, BONDING JUMPERS AND ADDITIONAL
ACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION.
3.ALL GROUNDING CONDUCTORS SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH
GRADUAL BEND AS REQUIRED. GROUNDING CONDUCTORS SHALL NOT BE LOOPED OR SHARPLY
BENT. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE SHORTEST AND
STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. BUILDINGS AND/OR
NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAIN
4.GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL
ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS
GROUND RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL
NOT BE SMALLER THAN #2 AWG COPPER. ROOFTOP GROUND 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).
5.TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN
ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES FOR
CONNECTORS AND BOLTS. WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT
AVAILABLE, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUES SPECIFIED
IN UL TO ASSURE PERMANENT AND EFFECTIVE GROUNDING. CONTRACTOR SHALL VERIFY THE
LOCATIONS OF GROUNDING TIE-IN-POINTS TO THE EXISTING
6.ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE GROUNDING SYSTEM.
EXOTHERMIC WELD PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
INSTRUCTIONS.
7.ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS. EXOTHERMIC WELDED
CONNECTIONS SHALL BE APPROVED BY THE INSPECTOR HAVING JURISDICTION BEFORE BEING
PERMANENTLY CONCEALED.
8.APPLY CORROSION-RESISTANCE FINISH TO FIELD CONNECTIONS AND PLACES WHERE FACTORY
APPLIED PROTECTIVE COATINGS HAVE BEEN DESTROYED.
9.A SEPARATE, CONTINUOUS, INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE
INSTALLED IN ALL FEEDER AND BRANCH CIRCUITS.
10.BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE 6 AWG GROUNDING CONDUCTOR TO
A GROUND BUS.
11.DIRECT BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH OF 36"
MINIMUM BELOW GRADE, OR 6" BELOW THE FROST LINE, USE THE GREATER OF THE TWO
DISTANCES.
12.ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED
IN SCHEDULE 40 PVC CONDUIT.
13.THE INSTALLATION OF CHEMICAL ELECTROLYTIC GROUNDING SYSTEM IN STRICT ACCORDANCE
WITH MANUFACTURER'S INSTRUCTIONS. REMOVE SEALING TAPE FROM LEACHING AND
BREATHER HOLES. INSTALL PROTECTIVE BOX FLUSH WITH GRADE.
14.DRIVE GROUND RODS UNTIL TOPS ARE A MINIMUM DISTANCE OF 36" DEPTH OR 6" BELOW FROST
LINE, USING THE GREATER OF THE TWO DISTANCES.
15.IF COAX ON THE ICE BRIDGE IS MORE THAN 6 FT. FROM THE GROUND BAR AT THE BASE OF THE
TOWER, A SECOND GROUND BAR WILL BE NEEDED AT THE END OF THE ICE BRIDGE, TO GROUND
THE COAX CABLE GROUNDING KITS AND IN-LINE ARRESTORS
16.CONTRACTOR SHALL REPAIR, AND/OR REPLACE, EXISTING GROUNDING SYSTEM COMPONENTS
DAMAGED DURING CONSTRUCTION AT THE CONTRACTORS EXPENSE.
Sheet Number:
Sheet Title:
Description:Rev:Date:By:
DRAWN BY:CHK BY:APV BY:
SITE NAME:
SITE ID:
PROJECT INFORMATION:
LICENSURE NO:
PLANS PREPARED BY:
18400 EAST 22ND AVE. AURORA, CO 80216
ALL SCALES ARE SET FOR 24"x36" SHEET
3980 QUEBEC STREET
DENVER, CO 80207
WYCOFIELDSERVICES.COM
here quality still counts.