HomeMy WebLinkAboutUP17-0007 - Plans Re-Submittal Set1.GET ON I-680 N FROM 2600 CAMINO RAMON, SAN RAMON, CA 94583
2.GET ON I-680 N FROM CAMINO RAMON AND BOLLINGER CANYON RD
3.HEAD SOUTHEAST ON CAMINO RAMON TOWARD BISHOP DR
4.CONTINUE STRAIGHT TO STAY ON CAMINO RAMON
5.TURN RIGHT ONTO BOLLINGER CANYON RD
6.USE THE RIGHT 2 LANES TO MERGE ONTO I-680 N VIA THE RAMP TO SACRAMENTO
7.CONTINUE ON I-680 N. TAKE I-80 E, CA-99 N AND CA-70 N TO STATE HWY 70 E/9TH ST IN
MARYSVILLE
8.MERGE ONTO I-680 N
9.KEEP LEFT TO STAY ON I-680 N
10.KEEP LEFT AT THE FORK TO STAY ON I-680 N
11.KEEP LEFT AT THE FORK TO CONTINUE ON I-680
12.USE ANY LANE TO TAKE EXIT 71A TOWARD I-80 E/SACRAMENTO
13.MERGE ONTO I-80 E
14.KEEP LEFT AT THE FORK TO STAY ON I-80 E
15.KEEP RIGHT AT THE FORK TO STAY ON I-80 E, FOLLOW SIGNS FOR RENO
16.TAKE EXIT 86 FOR I-5 N TOWARD CA-99/REDDING
17.KEEP LEFT AT THE FORK, FOLLOW SIGNS FOR I-5 N AND MERGE ONTO CA-99 N/I-5 N
18.KEEP RIGHT TO CONTINUE ON CA-99 N, FOLLOW SIGNS FOR YUBA CITY/MARYSVILLE
19.KEEP RIGHT TO CONTINUE ON CA-70 N, FOLLOW SIGNS FOR MARYSVILLE/OROVILLE
20.TAKE CA-70 N TO LITTLE BEND CT IN BUTTE COUNTY
21.TURN RIGHT ONTO STATE HWY 70 E/9TH ST (SIGNS FOR OROVILLE)
22.USE ANY LANE TO TURN LEFT ONTO CA-70 N/B ST
23.CONTINUE TO FOLLOW CA-70 N
24.USE THE RIGHT 2 LANES TO TAKE THE EXIT TOWARD CA-70 N
25.CONTINUE ONTO CA-70 N
26.TURN RIGHT ONTO PINKSTON CANYON RD
27.TURN LEFT ONTO BIG BEND RD
28.SLIGHT LEFT TOWARD LITTLE BEND CT
29.TURN LEFT ONTO LITTLE BEND CT
30.10829 LITTLE BEND CT
TITLE SHEET
T-1
SHEET INDEX PROJECT INFORMATION
TITLE SHEETT-1
APPROVALS
APPROVED BY:INITIALS:DATE:
VENDOR:
LEASING / LANDLORD:
R.F.:
ZONING:
CONSTRUCTION:
POWER / TELCO:
PG&E:
CODE COMPLIANCE
PROJECT DESCRIPTION PROJECT TEAM
GENERAL CONTRACTOR NOTES
DO NOT SCALE DRAWINGS
THESE DRAWINGS ARE FORMATTED TO BE FULL SIZE AT 24" x 36".
CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND
CONDITIONS ON THE JOBSITE AND SHALL IMMEDIATELY NOTIFY THE
ARCHITECT/ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE
PROCEEDING WITH THE WORK OR MATERIAL ORDERS OR BE
RESPONSIBLE FOR THE SAME.
DIRECTIONS FROM AT&T
Property Information:
Site Name: Big Bend - Little Bend
Site Number: CVL01754
Search Ring: Big Bend
FA#: 13787690
Site Address: 10829 Little Bend Court
Oroville, CA 95965
A.P.N. Number: 058-730-032
Current Use:
Proposed Use: TELECOMMUNICATIONS FACILITY
Jurisdiction: COUNTY OF BUTTE
Latitude: N 39º 41' 53.12" (39.698089)
Longitude: W 121º 27' 48.87" (-121.463575)
Ground Elevation: 2446.5 FT
DIRECTIONS FROM AT&T's OFFICE AT 2600 CAMINO RAMON, SAN RAMON, CA
DISABLED ACCESS REQUIREMENTS
OCCUPANCY AND CONSTRUCTION TYPE
OCCUPANCY : U (UNMANNED)
CONSTRUCTION TYPE: V-B
SITE NUMBER: CVL01754
ELEVATIONSA-4.1
A-4.2
AT&T:
SITE SURVEY LS-1
ENLARGED ANTENNA PLAN & DETAILS A-3
SITE NAME: BIG BEND - LITTLE BEND
10829 LITTLE BEND COURT
2529,//(&$
JURISDICTION: COUNTY OF BUTTE
VICINITY MAP
SPECIAL INSPECTIONS
REV
B
SITE TYPE: SELF SUPPORT / SHELTER
Property Owner:
ROBERT G. ST CARTIER
PO BOX 4333
OROVILLE, CA 95965-0700
530 533 1688
RSTCARTIER@MAIL.COM
Applicant / Lessee:
AT&T MOBILITY
5001 EXECUTIVE PARKWAY, 4W550H
SAN RAMON, CA 94583
contact: DAVID SCOTT
email: js7845@att.com
office ph: (415) 260-5617
Architect:
BORGES ARCHITECTURAL GROUP, INC.
1478 STONE POINT DRIVE, SUITE 350
ROSEVILLE, CA 95661
contact: BRIAN K. WINSLOW
email: brian@borgesarch.com
ph: (916) 782-7200
PROPERTY DEVELOPMENT:
SHORE 2 SHORE WIRELESS INC.
3553 S. COLVIN DRIVE
LOOMIS, CA 95650
contact: CARL JONES
email: carl@s2swireless.com
cell: (916) 798-2275
Structural Engineer:
NORM SCHEEL STRUCTURAL ENGINEER
5022 SUNRISE BLVD
FAIR OAKS, CA 95628
contact: NORM SCHEEL
email: norm@nsse.com
ph: (916) 536-9585
Construction Manager:
SAC Wireless
1401 Willow Pass, Suite 350
Concord, CA 94519
contact: WARREN BELLIS
email: warren.bellis@sacw.com
office ph:(510) 821-1520
RF Engineer:
NP&E-RAN DESIGN & RF ENGINEERING
contact: ALEX KERRIGAN
email: ak440b@att.com
ph: (415) 996-5686
Power Agency:
PG&E CORPORATION
1 MARKET STREET, SPEAR TOWER
SAN FRANCISCO, CA 94105-1126
ph: (800) 743-5000
Telephone Agency:
AT&T CALIFORNIA
525 MARKET STREET
SAN FRANCISCO, CA 94105
ph: (800) 310-2355
04/17/17
100% ZD Submittal
T. LAW
T-15515-26
B.K.W.
CVL01754
A 03/20/17 90% ZD SUBMITTAL
5001 Executive Parkway
San Ramon, California 94583
PREPARED FOR
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REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
PROJECT NO:
IT IS A VIOLATION OF LAW FOR ANY
PERSON, UNLESS THEY ARE ACTING
UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER
THIS DOCUMENT.
Consultant:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
5550 Merrick Road, #302
Massapequa, NY 11758
Architect:
1478 STONE POINT DRIVE, SUITE 350
ROSEVILLE CA 95661
TEL
FAX
borgesarch.com
916 782 7200
916 773 3037
CVL01754
BIG BEND - LITTLE
BEND
B 04/14/17100% ZD SUBMITTAL
SITE PLANA-1 B
ALL WORK AND MATERIALS SHALL BE PERFORMED AND 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.
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, ACCESSIBILITY ACCESS IS
NOT REQUIRED, IN ACCORDANCE WITH CALIFORNIA BUILDING CODE, CODE OF
REGULATIONS, TITLE 24, PART 2, VOLUME 1, CHAPTER 11B, DIVISION 2, SECTION
11B-203.5
ELEVATIONS
ENLARGED EQUIPMENT PLANA-2 B
B
B
B
B
B
A-5.1 EMERGENCY BACKUP GENERATOR SPECS
SITE
CONSTRUCTION OF AN UNMANNED TELECOMMUNICATIONS FACILITY.
1.INSTALL POWER / TELCO / FIBER TO SITE LOCATION
2.INSTALL 11'-5" x 12'-0" PRE-MANUFACTURED EQUIPMENT SHELTER WITH
GENERATOR PATIO
3.INSTALL NEW GPS UNIT
4.INSTALL 135' SELF SUPPORTING LATTICE TOWER
5.INSTALL (4) ANTENNAS PER SECTOR, FOR A TOTAL OF (12)
6.INSTALL (23) RRH
7.INSTALL (4) SURGE SUPPRESSORS
8.INSTALL (3) FIBER TRUNK, (8) DC CABLES INSTALLED ON CABLE LADDER GOING UP
TOWER
9.INSTALL 6'-0" TALL CHAIN LINK SITE FENCING WITH ANTI-CLIMB BARRIERS.
10.INSTALL 35kw PROPANE EMERGENCY BACKUP GENERATOR ON (P) SHELTER PATIO
11.INSTALL 499 GALLON PROPANE STORAGE TANK
*NO GRADING REQUIRED
B
A-5.2 PROPANE STORAGE TANK SPECS & DETAILS B
1)2016 CALIFORNIA ADMINISTRATIVE CODE, CHAPTER 10, PART 1, TITLE 24 CODE OF
REGULATIONS
2)2016 CALIFORNIA BUILDING CODE (CBC) WITH CALIFORNIA AMENDMENTS, BASED
ON THE 2015 IBC (PART 2, VOL 1-2)
3)2016 CALIFORNIA RESIDENTIAL CODE (CRC) WITH APPENDIX H, PATIO COVERS,
BASED ON THE 2015 IRC (PART 2.5)
4)2016 CALIFORNIA GREEN BUILDINGS STANDARDS CODE (CALGREEN) (PART 11)
(AFFECTED ENERGY PROVISIONS ONLY
5)2016 CALIFORNIA FIRE CODE (CFC), BASED ON THE 2015 IFC, WITH CALIFORNIA
AMENDMENTS (PART 9)
6)2016 CALIFORNIA MECHANICAL CODE (CMC), BASED ON THE 2015 UMC (PART 4)
7)2016 CALIFORNIA PLUMBING CODE (CPC), BASED ON THE 2015 UPC (PART 5)
8)2016 CALIFORNIA ELECTRICAL CODE (CEC) WITH CALIFORNIA AMENDMENTS,
BASED ON THE 2015 NEC (PART 3)
9)2016 CALIFORNIA ENERGY CODE (CEC)
10)ANSI / EIA-TIA-222-H
11)2015 NFPA 101, LIFE SAFETY CODE
12)2016 NFPA 72, NATIONAL FIRE ALARM CODE
13)2016 NFPA 13, FIRE SPRINKLER CODE
POWER SINGLE LINE DIAGRAM & PANEL SCHEDULEE-2 B
17 1"=40'-0"
SITE PLAN
(P) 12'-0" AT&T NON-EXCL
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A-2
13(P) 35'-0" X 40'-0" AT&T LEASE AREA (1400 SQFT)
SECTOR
AZIMUTH 90
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AZ
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210
C
LITTLE BE
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APN: 058-730-031
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(P)
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U.G.
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NO GRADING REQUIRED
P
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B
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(P) POC FOR POWER & TELCO ON
(E) WOOD POLE W/ TRANSFORMER
(E) TREES
P
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PROPERTY BOUNDARY
PROPERTY
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APN: 058-730-032
APN: 058-740-032
APN: 058-730-033
APN: 058-730-006
(P) ENLARGED SITE PLAN
(E) BUILDING
(E) BUILDING
(E) DRIVE WAY
APPROXIMATE
LOCATION OF (E)
LEACH FIELD
(P) POWER +/- 468'
(P) TELCO +/- 465'
1
3
6
'
-
6
"
148'-7"
(E) TREES TO BE REMOVED
04/17/17
100% ZD Submittal
T. LAW
T-15515-26
B.K.W.
CVL01754
A 03/20/17 90% ZD SUBMITTAL
5001 Executive Parkway
San Ramon, California 94583
PREPARED FOR
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REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
PROJECT NO:
IT IS A VIOLATION OF LAW FOR ANY
PERSON, UNLESS THEY ARE ACTING
UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER
THIS DOCUMENT.
Consultant:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
5550 Merrick Road, #302
Massapequa, NY 11758
Architect:
1478 STONE POINT DRIVE, SUITE 350
ROSEVILLE CA 95661
TEL
FAX
borgesarch.com
916 782 7200
916 773 3037
CVL01754
BIG BEND - LITTLE
BEND
B 04/14/17100% ZD SUBMITTAL
SITE PLAN
A-11"=40'-0"
40'20'40'80'00
NORTH
PL
A
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13 1/4" = 1'-0"
ENLARGED EQUIPMENT LAYOUT
A-3
5
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26
25
1
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19
23
24
(P) ANTENNA PLAN
KEYNOTES
(P) 11'-5"x12'-0" PREMANUFACTURED CALIFORNIA & AT&T
EQUIPMENT SHELTER WITH GENERATOR PATIO
(P) SERVICE DISCONNECT
(P) GENERATOR PATIO
(P) LTE RACK
(P) TELCO CAN
(P) 42 CIRCUIT LOAD CENTER WITH MANUAL &
AUTOMATIC TRANSFER SWITCH
(P) 200 AMP POWER METER
(P) 200A CAM-LOK
(P) GPS UNIT
(P) 35kW PROPANE GENERATOR
(P) U.G. TELCO RUN- ± 465'
(P) ICE BRIDGE
(P) HVAC
(P) SHELTER ACCESS DOOR
(P) U.G POWER RUN- ± 468'
3'-0" UG UTILITY EASEMENT FOR POWER AND TELCO
(P) 6'-0" TALL CHAIN LINK FENCE w/ ANTI-CLIMB BARRIER
(P) TELCO RACK
(P) POWERPLANT RACK w/ BATTERIES
(P) CABLE PORT (P) 135' SELF SUPPORT LATTICE TOWER
NOTE:
ALL UNDERGROUND UTILITIES IN AREA
TO BE VERIFIED PRIOR TO TRENCHING
NO GRADING REQUIRED
(P) TELCO BOARD w/ 48" TELCO SPACE
(P) 12'-0" WIDE DOUBLE SWING ACCESS GATE w/ ANTI-
CLIMB BARRIER
(P) 499 GALLON PROPANE FUEL TANK
(P) SITE LIGHTING
(
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35'-0" PROPOSED AT&T LEASE AREA
12'-0"8'-0"
11
'
-
5
"
2'
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0
"
(P) AT&T LEASE AREA 35' X 40" (1400 SQFT)
R10'-
0
"
S
P
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K
G
A
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20 21 22
10'-0"
27
27 (P) KNOX BOX
(P) A
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NON
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28 (P) REMOVAL OF (E) TREE
29
28
29 (E) TREES
29
29
29
29
04/17/17
100% ZD Submittal
T. LAW
T-15515-26
B.K.W.
CVL01754
A 03/20/17 90% ZD SUBMITTAL
5001 Executive Parkway
San Ramon, California 94583
PREPARED FOR
Pl
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6/
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REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
PROJECT NO:
IT IS A VIOLATION OF LAW FOR ANY
PERSON, UNLESS THEY ARE ACTING
UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER
THIS DOCUMENT.
Consultant:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
5550 Merrick Road, #302
Massapequa, NY 11758
Architect:
1478 STONE POINT DRIVE, SUITE 350
ROSEVILLE CA 95661
TEL
FAX
borgesarch.com
916 782 7200
916 773 3037
CVL01754
BIG BEND - LITTLE
BEND
B 04/14/17100% ZD SUBMITTAL
PROPOSED
ENLARGED
EQUIPMENT PLAN
A-21/4"=1'-0"
02'4'4'8'0 NORTH
PL
A
N
N
O
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T
H
8 1/2" = 1'-0"
RF SCHEDULE
SECTOR
A
L
P
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A
B
E
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A
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A
M
M
A
ANTENNA MODEL NO.AZIMUTH RAD CENTER RRH FIBER LENGTH COAX LENGTH COAX DIA.NO.
RF SCHEDULE
A1 90°± 131'-0"± 170'-0"±10'-0"21/2"
A2
A3
A4
B1 330°
B2
B3
B4
C1 210°
C2
C3
C4
TMA
NA
±10'-0"
±10'-0"
±10'-0"
±10'-0"
±10'-0"
±10'-0"
±10'-0"
±10'-0"
±10'-0"
±10'-0"
±10'-0"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
2
2
2
2
2
2
2
2
2
2
2
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
(1) RRUS-11 / (1) RRUS-32
210°
210°
210°
90°
90°
90°
330°
330°
330°
± 170'-0"
± 170'-0"
± 170'-0"
± 170'-0"
± 170'-0"
± 170'-0"
± 170'-0"
± 170'-0"
± 170'-0"
± 170'-0"
± 170'-0"
QUINTEL QS6656-3
QUINTEL QS6656-3
QUINTEL QS6656-3
QUINTEL QS6656-3
(1) RRUS-11 / (1) RRUS-12 / (1) RRUS-32
(1) RRUS-32
(1) RRUS-32
QUINTEL QS6656-3
QUINTEL QS6658-3
CCI HBSAM65R-KU-H6
CCI HBSAM65R-KU-H6
(1) RRUS-11 / (1) RRUS-32
(1) RRUS-12 / (1) RRUS-32
(1) RRUS-32
(1) RRUS-11
(1) RRUS-11 / (1) RRUS-32
(1) RRUS-11 / (1) RRUS-12 / (1) RRUS-32
(1) RRUS-32
(1) RRUS-32
QUINTEL QS6656-3
QUINTEL QS6658-3
CCI HBSAM65R-KU-H6
CCI HBSAM65R-KU-H6
± 131'-0"
± 131'-0"
± 131'-0"
± 131'-0"
± 131'-0"
± 131'-0"
± 131'-0"
± 131'-0"
± 131'-0"
± 131'-0"
± 131'-0"
16 3/4" = 1'-0"
ANTENNA MOUNTING DETAIL
THE NUMBER OF CONNECTORS
WILL VARY BASED ON
ANTENNA TYPE. - MINIMUM 4
BOLTS PER ANTENNA
NOTES
1).
ANTENNA BRACKET
PARTS:
ITEM
2
1
QTY
1
1
1
PIPE MOUNT (TYP)
DESCRIPTION
2
PANEL ANTENNA (TYP)
VERIFY WITH RF DATA SHEET
OPTIONAL DOWNTILT
BRACKET
CONTRACTOR TO VERIFY EXACT PARTS LIST AND ANTENNA
INSTALLATION WITH MANUFACTURERS SPECIFICATIONS AND
CONSTRUCTION MANAGER
DOWNTILT BRACKET
BOLT SPECIFICATION: (2) 3/8"
A307 BOLT
BOLT SPECIFICATION: (2) 3/8"
A307 BOLT
MINIMUM BOLT TORQUE
3/8" DIA. GALV. 16 FT-LB
1/2" DIA. GALV. 40 FT-LB
5/8" DIA. GALV. 79 FT-LB
5 1/2" = 1'-0"
ENLARGED ANTENNA PLAN
(P) AT&T SURGE SUPPRESSION UNIT , TYP. OF (4)
(P) 135'-0" TALL SELF SUPPORTING
LATTICE TOWER
SECTOR
AZIMUTH 90
A
SE
C
T
O
R
AZ
I
M
U
T
H
21
0
C
S
E
C
T
O
R
A
Z
I
M
U
T
H
3
3
0
B
12
'
-
6
"
A
N
T
E
N
N
A
S
E
C
T
O
R
F
R
A
M
E
(P) AT&T PANEL ANTENNA, TYP
OF (4) PER SECTOR (12) TOTAL
(P) (23) AT&T RRH
4'-
0
"
4'-
0
"
4'-
0
"
4'-0"
4'-5"
5'-7"
14'-6
"
A
N
T
E
N
N
A
S
E
C
T
O
R
F
R
A
M
E
6'-
0
"
4'-
0
"
4'-
0
"
14'
-
6
"
A
N
T
E
N
N
A
S
E
C
T
O
R
F
R
A
M
E
17 3/4" = 1'-0"
QUINTEL QS6656-3
WIND AREA:
ANTENNA:
6.00 SQ.FT.
QUINTEL QS6656-3
HEIGHT:
WIDTH:
DEPTH:
72.0"
12.0"
9.6"
WEIGHT:
TOP
FRONT
12"
72
"
9.6"
SIDE
65 lb
18 3/4" = 1'-0"
QUINTEL QS6658-3
WIND AREA:
ANTENNA:
6.00 SQ.FT.
QUINTEL QS6658-3
HEIGHT:
WIDTH:
DEPTH:
72.0"
12.0"
9.6"
WEIGHT:
TOP
FRONT
12"
72
"
9.6"
SIDE
65 lb
19 3/4" = 1'-0"
CCI HBSA M65R-KU-H6-K
WIND AREA:
ANTENNA:
6.53 SQ.FT.
CCI HBSA-M65R-KU-H6
HEIGHT:
WIDTH:
DEPTH:
68.1"
13.7"
8.5"
WEIGHT:
TOP
FRONT
13.7"
68
.
1
"
8.5"
SIDE
44.5 lb
13 1 1/2" = 1'-0"
RRUS-32
ERICSSON RRUS-32
MODEL:RRUS 32, 32-B2 32-B66
COLOR:WHITE
DIMENSIONS:26.7" TALL X 12.1" WIDE X 6.7" DEEP (INCLUDING SUNSHIELD)
WIEGHT:+/- 69 LBS. (INCLUDING MOUNTING HARDWARE)
12.1"
26
.
7
"
6.7"
FRONT VIEW
SIDE VIEW
TOP VIEW
16
"
CL
R
12
"
CL
R
SUNSHIELD
MFR'S STANDARD
MOUNTING
BRACKETS
SUNSHIELD
MFR'S STANDARD MOUNTING
BRACKETS
DUAL SWIVEL MOUNTING BRACKETS
DUAL SWIVEL
MOUNTING
BRACKETS
9 1 1/2" = 1'-0"
RRUS-11
ERICSSON RRUS 11 REMOTE RADIO UNIT
COLOR:WHITE
DIMENSIONS:19.7" TALL X 17" WIDE X 7.25" DEEP (INCLUDING SUNSHIELD)
WIEGHT:+/- 50 LBS. (INCLUDING MOUNTING HARDWARE)
RRUS 11 WITH SUNSHIELD
ERICSSON ///
17"
19
.
7
"
7.25"
FRONT VIEW
SIDE VIEW
MFR'S STANDARD MOUNTING
BRACKETS
TOP VIEW
16
"
CL
R
12
"
CL
R
P1000 UNISTRUT AS ALTERNATE
ATTACHMENT
SUNSHIELD
DUAL SWIVEL MOUNTING BRACKETS
MFR'S STANDARD
MOUNTING
BRACKETS
DUAL SWIVEL
MOUNTING
BRACKETS
15 1 1/2" = 1'-0"
DC SURGE SUPPRESSION
STANDARD GALVANIZED PIPE MOUNT
11"
11"
9"
2'-
3
"
GROUND TO ANTENNA GROUND
BAR OR BUILDING STEEL
DC-6 SURGE SUPPRESSION
MFR STANDARD CLIPS
STANDARD GALVANIZED PIPE MOUNT
MFR STANDARD PIPE MOUNT
HARDWARE
RAYCAP DC6-48-60-18-8F SURGE SUPPRESSION
COLOR:BLACK/SILVER
DIMENSIONS:11" DIA X 27" TALL W/ 9" BASE
WEIGHT:+/- 50 LBS. (INCLUDING MOUNTING HARDWARE)
DC-6 SURGE SUPPRESSION
FIBER & DC POWER LINES TO RRH
MFR STANDARD PIPE MONT
HARDWARE
11 1 1/2" = 1'-0"
RRUS 12
RRUS 12 WITH SUNSHIELD
18.5"
20
.
4
"
7.25"
FRONT VIEW
SIDE VIEW
MFR'S STANDARD MOUNTING
BRACKETS
TOP VIEW
16
"
CL
R
12
"
CL
R
P1000 UNISTRUT AS ALTERNATE
ATTACHMENT
SUNSHIELD
DUAL SWIVEL MOUNTING BRACKETS
MFR'S STANDARD
MOUNTING
BRACKETS
DUAL SWIVEL
MOUNTING
BRACKETS
ERICSSON ///
ERICSSON RRUS-12 W/ A2 REMOTE RADIO UNIT
COLOR:WHITE
DIMENSIONS:20.4" TALL X 18.5" WIDE X 11" DEEP (INCLUDING SUNSHIELD)
WIEGHT:+/- 65 LBS. (INCLUDING MOUNTING HARDWARE)
04/17/17
100% ZD Submittal
T. LAW
T-15515-26
B.K.W.
CVL01754
A 03/20/17 90% ZD SUBMITTAL
5001 Executive Parkway
San Ramon, California 94583
PREPARED FOR
Pl
o
t
D
a
t
e
:
6/
2
2
/
2
0
1
7
5
:
3
6
:
4
2
P
M
F
i
l
e
N
a
m
e
T:
\
2
0
1
5
\
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-
1
5
5
1
5
_
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2
S
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_
A
T
&
T
N
S
B
\
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0
1
7
5
4
-
2
6
\
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0
1
7
5
4
B
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B
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A
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B
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:
To
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REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
PROJECT NO:
IT IS A VIOLATION OF LAW FOR ANY
PERSON, UNLESS THEY ARE ACTING
UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER
THIS DOCUMENT.
Consultant:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
5550 Merrick Road, #302
Massapequa, NY 11758
Architect:
1478 STONE POINT DRIVE, SUITE 350
ROSEVILLE CA 95661
TEL
FAX
borgesarch.com
916 782 7200
916 773 3037
CVL01754
BIG BEND - LITTLE
BEND
B 04/14/17100% ZD SUBMITTAL
ANTENNA PLANS
& DETAILS
A-31/2"=1'-0"
01'2'2'4'0
NORTH
PL
A
N
N
O
R
T
H
(P) 130' SELF SUPPORT TOWER
(P) (3) FIBER TRUNKS
(P) 499 GALLON PROPANE TANK
(P) GPS UNIT
(P) AT&T 11'-5" X 12'-0" PRE
MANUFACTURED EQUIPMENT
SHELTER W/ PATIO
(P) ICE BRIDGE
(P) AT&T PANEL ANTENNA,
(12) TOTAL
(P) RRH, (23) TOTAL
(P) ANTENNA SECTOR FRAME
(P) 35kw PROPANE GENERATOR
13 3/16" = 1'-0"
PROPOSED EAST ELEVATION
+/- 0'-0"
GRADE
(P) (8) DC CABLES
NOTE:
NO GRADING REQUIRED ON THIS PROJECT
(P) DC-6 (4) TOTAL
(P) 6' CHAIN LINK FENCE
W/ ANTI CLIMB
+/- 135'-0"
TOP OF (P) SELF SUPPORT TOWER
+/- 131'-0"
AT&T RAD CENTER OF (P) ANTENNAS
+/- 134'-0"
AT&T TOP OF (P) ANTENNAS
5 3/16" = 1'-0"
PROPOSED SOUTH ELEVATION
(P) 130' SELF SUPPORT TOWER
(P) (3) FIBER TRUNKS
(P) (8) DC CABLES
(P) CABLE LADDER
(P) GPS UNIT
(P) AT&T 11'-5" X 12'-0" PRE
MANUFACTURED EQUIPMENT
SHELTER W/ PATIO
+/- 0'-0"
GRADE
NOTE:
NO GRADING REQUIRED ON THIS PROJECT
(P) 499 GALLON PROPANE TANK
(P) 35kw PROPANE GENERATOR
(P) 6' CHAIN LINK FENCE
W/ ANTI CLIMB
(P) AT&T PANEL ANTENNA, (12) TOTAL
(P) RRH, (23) TOTAL
(P) ANTENNA SECTOR FRAME
(P) DC-6 (4) TOTAL
+/- 135'-0"
TOP OF (P) SELF SUPPORT TOWER
+/- 131'-0"
AT&T RAD CENTER OF (P) ANTENNAS
+/- 134'-0"
AT&T TOP OF (P) ANTENNAS
04/17/17
100% ZD Submittal
T. LAW
T-15515-26
B.K.W.
CVL01754
A 03/20/17 90% ZD SUBMITTAL
5001 Executive Parkway
San Ramon, California 94583
PREPARED FOR
Pl
o
t
D
a
t
e
:
4/
1
4
/
2
0
1
7
2
:
4
6
:
4
6
P
M
F
i
l
e
N
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T:
\
2
0
1
5
\
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-
1
5
5
1
5
_
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2
S
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_
A
T
&
T
N
S
B
\
C
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L
0
1
7
5
4
-
2
6
\
C
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L
0
1
7
5
4
B
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B
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4
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S
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B
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:
Br
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W
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n
s
l
o
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REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
PROJECT NO:
IT IS A VIOLATION OF LAW FOR ANY
PERSON, UNLESS THEY ARE ACTING
UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER
THIS DOCUMENT.
Consultant:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
5550 Merrick Road, #302
Massapequa, NY 11758
Architect:
1478 STONE POINT DRIVE, SUITE 350
ROSEVILLE CA 95661
TEL
FAX
borgesarch.com
916 782 7200
916 773 3037
CVL01754
BIG BEND - LITTLE
BEND
B 04/14/17100% ZD SUBMITTAL
ELEVATIONS
A-4.1
8'4'8'16'0
3/16"=1'-0"
8'4'8'16'0
3/16"=1'-0"
+/- 0'-0"
GRADE
+/- 135'-0"
TOP OF (P) SELF SUPPORT TOWER
+/- 131'-0"
AT&T RAD CENTER OF (P) ANTENNAS
(P) 130' SELF SUPPORT TOWER
(P) (3) FIBER TRUNKS
(P) ICE BRIDGE
(P) AT&T 11'-5" X 12'-0" PRE MANUFACTURED
EQUIPMENT SHELTER W/ PATIO
(P) GPS UNIT
5 3/16" = 1'-0"
PROPOSED NORTH ELEVATION
(P) (8) DC CABLES
NOTE:
NO GRADING REQUIRED ON THIS PROJECT
+/- 134'-0"
AT&T TOP OF (P) ANTENNAS
(P) 499 GALLON
PROPANE TANK
(P) 6' CHAIN LINK FENCE W/ ANTI CLIMB
(P) 35kw PROPANE
GENERATOR
(P) DC-6 (4) TOTAL
(P) ANTENNA SECTOR FRAME
(P) AT&T PANEL ANTENNA,
(12) TOTAL
(P) RRH (23) TOTAL
04/17/17
100% ZD Submittal
T. LAW
T-15515-26
B.K.W.
CVL01754
A 03/20/17 90% ZD SUBMITTAL
5001 Executive Parkway
San Ramon, California 94583
PREPARED FOR
Pl
o
t
D
a
t
e
:
4/
1
4
/
2
0
1
7
2
:
4
7
:
3
5
P
M
F
i
l
e
N
a
m
e
T:
\
2
0
1
5
\
T
-
1
5
5
1
5
_
S
h
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2
S
h
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e
_
A
T
&
T
N
S
B
\
C
V
L
0
1
7
5
4
-
2
6
\
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1
7
5
4
B
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4
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2
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B
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:
Br
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a
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W
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n
s
l
o
w
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
PROJECT NO:
IT IS A VIOLATION OF LAW FOR ANY
PERSON, UNLESS THEY ARE ACTING
UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER
THIS DOCUMENT.
Consultant:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
5550 Merrick Road, #302
Massapequa, NY 11758
Architect:
1478 STONE POINT DRIVE, SUITE 350
ROSEVILLE CA 95661
TEL
FAX
borgesarch.com
916 782 7200
916 773 3037
CVL01754
BIG BEND - LITTLE
BEND
B 04/14/17100% ZD SUBMITTAL
ELEVATIONS
A-4.2
8'4'8'16'0
3/16"=1'-0"
EMERGENCY
BACKUP
GENERATOR SPECS
04/17/17
100% ZD Submittal
T. LAW
T-15515-26
B.K.W.
CVL01754
A 03/20/17 90% ZD SUBMITTAL
5001 Executive Parkway
San Ramon, California 94583
PREPARED FOR
Pl
o
t
D
a
t
e
:
4/
1
4
/
2
0
1
7
2
:
4
8
:
2
7
P
M
F
i
l
e
N
a
m
e
T:
\
2
0
1
5
\
T
-
1
5
5
1
5
_
S
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2
S
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_
A
T
&
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N
S
B
\
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0
1
7
5
4
-
2
6
\
C
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0
1
7
5
4
B
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B
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5
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1
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S
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P
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t
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B
y
:
Br
i
a
n
W
i
n
s
l
o
w
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
PROJECT NO:
IT IS A VIOLATION OF LAW FOR ANY
PERSON, UNLESS THEY ARE ACTING
UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER
THIS DOCUMENT.
Consultant:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
5550 Merrick Road, #302
Massapequa, NY 11758
Architect:
1478 STONE POINT DRIVE, SUITE 350
ROSEVILLE CA 95661
TEL
FAX
borgesarch.com
916 782 7200
916 773 3037
CVL01754
BIG BEND - LITTLE
BEND
A-5.1
11 3/4" = 1'-0"
PROPANE TANK FOUNDATION
NOTE: MAINTAIN MINIMUM 3" COVER
AT ALL REINFORCING STEEL
PREPARE SUBGRADE AS SPECIFIED BY
GEOTECHNICAL ENGINEER'S REPORT
1" 45° CHAMFER AT SLAB
EDGE - TYP ALL SIDES
LINE OF GENERATOR TANK ASSEMBLY
TYPICAL ANCHORAGE; HILTI KB-TZ
STAINLESS STEEL 1/2" DIA. X 3 14" LONG
EMBEDMENT EXPANSION ANCHOR
(TYPICAL 4 LOCATIONS)
11'-0"
4'
-
0
"
1" 45° CHAMFER AT SLAB EDGE -
TYP ALL SIDES
1'
-
0
"
6"
6"
MOUNTING BOLT LOCATIONS
FOR STORAGE TANK
GRADE 40 #4 BARS @
18" O.C. EACH WAY
11'-0" x 4'-0", 2500 PSI, 12"
THICK CONCRETE SLAB
DASHED LINE INDICATES LOCATION
OF PROPANE GENERATOR STORAGE
TANK - REFER TO STORAGE TANK
DETAILS FOR DIMENSIONS AND NOTES
13 NOT TO SCALE
LP PROPANE STORAGE TANK
60"11"11"
SIDE ELEVATION
119"
1'-6 17/32"
5
1'-6"
GENERAL SPECIFICATIONS
WATER CAPACITY GALLONS 499
ALLOWABLE WORKING PRESSURE (PSIG)250
JOINT EFFICIENCY ASME UW-51 LONG SEAM 100%
ASME UW-52 HEAD TO SHELL 80%
HYDROSTATIC TEST PRESSURE (PSIG)325
SURFACE AREA (SQ FT )97.5
RELIEF VALVE SETTING (PSIG)250
RELIEF DISCHARGE RATE (CFM REQ'D)2290
CODE ASME SECTION VIII DIV 1
MATERIAL SPECS
COUPLINGSSA-105
TANK FLANGE SA-105
ADAPTOR SA-105
END VIEW
TOP VIEW (5E - 499CAL)
MARK QTY SIZE SERVICE
A 1 1 RELIEF VAULVE
B 1 1 FLOAT GAUGE
C 1 1 1/4 FILL VALVE
FITTINGS
D 1 1/4 OUT GAGE VALVE
E 1 3/4 SERVICE VALVE
F 1 3/4 CHEK-LOC
G 1 3/4 VAPOR VALVE
J 1 1 1/4 PLUGGED OPENING W/
PLUG
MARK QTY DESCRIPTION
FITTINGS
1 1 SHELL- 0.218"x81 1/2"x117 3/4"
2 2 HEADS- 37" I D x 0.185"
3 2 LIFTING LUGS
4 4 TANK LEGS
5 1 DOME
6 1 DATA PLATE
7 2 RELIFE VALVE GAURD- 1/2" O.D. STEEL
BAR
8 1 DIP TUBE LENGTH = 10.7"
FOR 80% AT 40 F
9 2 REGULATOR BRACKET
HINGE HASP
7
3A3
2"2"
33
5
HINGE HASP
2
37
"
I
.
D
.
4 41
41"
82"
4"4"
8
FLOAT GAUGE
TYP3/16"
TYP 3/16"
J
FITTING LAYOUT
16"
19 1/4"
TYP 3/16"
J
3/4" DIA. HOLES
(4) PLACES
5
CL
CL
SLOT IN DOME
3
1
/
2
"
3
1
/
2
"
HINGE
HASP
6
4 1/2"4 1/2"
G
B
9
C
F
D
E
CL
04/17/17
100% ZD Submittal
T. LAW
T-15515-26
B.K.W.
CVL01754
A 03/20/17 90% ZD SUBMITTAL
5001 Executive Parkway
San Ramon, California 94583
PREPARED FOR
Pl
o
t
D
a
t
e
:
4/
1
4
/
2
0
1
7
2
:
4
9
:
0
0
P
M
F
i
l
e
N
a
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e
T:
\
2
0
1
5
\
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-
1
5
5
1
5
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2
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\
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5
4
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2
6
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5
4
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2
P
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S
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B
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:
Br
i
a
n
W
i
n
s
l
o
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REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
PROJECT NO:
IT IS A VIOLATION OF LAW FOR ANY
PERSON, UNLESS THEY ARE ACTING
UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER
THIS DOCUMENT.
Consultant:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
5550 Merrick Road, #302
Massapequa, NY 11758
Architect:
1478 STONE POINT DRIVE, SUITE 350
ROSEVILLE CA 95661
TEL
FAX
borgesarch.com
916 782 7200
916 773 3037
CVL01754
BIG BEND - LITTLE
BEND
B 04/14/17100% ZD SUBMITTAL
PROPOSED
STORAGE TANK
SPECS & DETAILS
A-5.2
04/17/17
100% ZD Submittal
T. LAW
T-15515-26
B.K.W.
CVL01754
A 03/20/17 90% ZD SUBMITTAL
5001 Executive Parkway
San Ramon, California 94583
PREPARED FOR
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REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
PROJECT NO:
IT IS A VIOLATION OF LAW FOR ANY
PERSON, UNLESS THEY ARE ACTING
UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER
THIS DOCUMENT.
Consultant:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
5550 Merrick Road, #302
Massapequa, NY 11758
Architect:
1478 STONE POINT DRIVE, SUITE 350
ROSEVILLE CA 95661
TEL
FAX
borgesarch.com
916 782 7200
916 773 3037
CVL01754
BIG BEND - LITTLE
BEND
B 04/14/17100% ZD SUBMITTAL
POWER SINGLE LINE DIAGRAM &
PANEL SCHEDULE
E-2
ABBREVIATIONS:
AGC AUTOMATIC GENERATOR CONTROLLER
BCW BARE COPPER WIRE
BTS BASE TRANSCEIVER STATION
C CONDUIT
(E)EXISTING
EG EQUIPMENT GROUND
(F)FUTURE
FACP FIRE ALARM CONTROL PANEL
GEN GENERATOR
IG ISOLATED GROUND
IMC INTERMEDIATE METAL CONDUIT
LFMC LIQUID TIGHT FLEXIBLE METAL CONDUIT
MCM MILLION CIRCULAR MILLS
MI MECHANICAL INTERLOCK
MP&S SEE MECHANICAL PLANS & SPECIFICATIONS
(N)NEW
NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION
NL NIGHT LIGHT - FIXTURE TO BE UNSWITCHED
PFB PROVISION FOR FUTURE BREAKER
PVC POLYVINYL CHLORIDE CONDUIT
(R)RELOCATE
RG RELAY TO MONITOR GENERATOR POWER
RU RELAY TO MONITOR UTILITY POWER
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
WP WEATHERPROOF
GFCI GROUND FAULT CIRCUIT INTERRUPTER
NOTE:SYMBOLS INDICATED ABOVE MAY NOT NECESSARILY APPEAR AS
PART OF THESE DRAWINGS IF NOT REQUIRED.
16 N.T.S.
SINGLE LINE DIAGRAM
4 N.T.S.
ABBREVIATIONS
LEGEND:
MI = MECHANICAL INTERLOCK
RU = RELAY TO MONITOR UTILITY POWER
RG = RELAY TO MONITOR GENERATOR POWER
200A, 1 PHASE
GENERATOR CAMLOK
INTERFACE PANEL
DISTRIBUTION PANEL
200 AMP, 1 PHASE, 120/240V AC SLIDE BAR TRANSFER DEVICE,
42 POSITION LOAD CENTER,
20 AMP GFI RECEPTACLE,
AC SURGE ARRESTOR WITH ALARMS,
CIENA
#2 AWG GROUND
MI
RU
N
TELEPHONE COMPANY SERVICE
RELAY ALARM
CABLES FROM PANEL
TO TELCO BOX
G
M
FIBER BOX
2" C
2" C (3) #3/0, (1) #2 GROUND
200/2
(1) 3" C
(2) 4/0 THWN AL
(1) 1/0 AL NEUTRAL
SURGE ARRESTER
30/2
#2 GROUNDING ELECTRODE
CONDUCTOR TO GROUND RING
METER AND MAIN
BREAKER
#2 AWG SUPPLEMENTAL, EQUIPMENT
GROUND CONDUCTOR TO GROUND BAR.
GROUND HALO
#2 BOND TO GROUND HALO
MASTER GROUND BAR
#2 AWG EQUIPMENT GROUND
CONDUCTOR TO GROUND HALO.
EMERSON
DC POWER
RACK
DUW/DUL
RACK w/
SURGE
SUPPRESSION 48V DC
CABLE AS
REQUIRED
EXOTHERMIC WELD
TRANSPORT
RACK
w/ SIAD 48V DC
CABLE AS
REQUIRED (1) 1" C
(3) #8 THWN CU (1)
#10 GROUND
NOTE:
FOR GROUNDING SYSTEM SEE
SHEET G-1
RRU
-48V
DC
48V DC
CABLE AS
REQUIRED
2" C TYPICAL WITH
(3) 4 PAIR CAT 5 STP FOR
TELCO SERVICE
(1) 26 CONDUCTOR EXTERNAL
ALARM CABLE SEE PLAN FOR
NUMBER OF RUNS
SEE PANEL SCHEDULE FOR BREAKERS
AND LOADS.
N G
#2 GROUNDING ELECTRODE, #2
BOND TO GROUNDING ROD
2" C (3) #3/0 (1) #2 GROUND
TO GROUND RING
200/2 - TYPICAL OF 3 BREAKERS
200A, 1 PHASE 35KW SG035
PROPANE GENERATOR
2" C (3) #3/0 (1) #2 GROUND
200/2
RG
(3) #12 THWN CU & (1) #12 CU
GND IN 1" C. FOR BLOCK
HEATER & BATTERY CHARGER.
1" C. FOR AUTOSTART
CONTROLLER W/ (2) #12
#2 TINNED BCW GROUND
GENERATOR CHASSIS TO
GROUND RING BELOW
9 N.T.S.
SHELTER A/C PANEL SCHEDULE
NOTES:
1.ALL WIRE TO BE #12 THHN/THWN UNLESS NOTED
OTHERWISE.
COLOR CODE:
·AO = BLACK
·BO = RED
·NEUTRAL = WHITE
·GROUND = GREEN
2.ALL WORK TO CONFORM TO N.E.C. LATEST STATE
ADOPTED EDITION.
3.LABEL SERVICE DISCONNECT WITH A RED TAG.
4. SWITCH LEG CONDUCTORS SHALL BE THE SAME
COLOR AS CIRCUIT CONDUCTORS.
5.PULL WIRES TO END OF FLEXIBLE NONMETALLIC
CONDUIT. COIL 3'-0" AT END OF FLEXIBLE
NONMETALLIC CONDUIT & TAG.
6.PULL ONE GROUND CONDUCTOR PER FLEXIBLE
NONMETALLIC CONDUIT. FOR ALL OTHER CIRCUITS
PULL A SEPARATE CONDUCTOR.
7.ALL GFCI RECEPTACLES TO HAVE A DEDICATED
GROUND WIRE.
8.EQUIPMENT TERMINATION LUGS AND CONDUCTORS
ARE RATED AT A MINIMUM OF 75°C.
KEY:
= PHOTOCELL
= MOTION DETECTOR
PC
M
-
#
= CONDUIT GROUND
= NON-DEDICATED GROUND
= DEDICATED GROUND(#)
= ISOLATED GROUND<#>
PANEL DESIGNATION: ELECTRICAL PANEL (ITEM 1)
VOLTAGE: 120/240
MAIN LUGS: N/A
CYCLE: 60
MAIN BREAKER: 200 AMP
PHASE: 1
MAIN BREAKER A.I.C RATING: 22,000 A.I.C
WIRES: 3 MAIN COPPER BUS: 200 AMP NEUTRAL: 200 AMPS
BRANCH BREAKER A.I.C RATING: 10,000 A.I.C
BRANCH BREAKER TYPE: SQUARE D - BOLT ON
DESCRIPTION
RECTIFIER #1
RECTIFIER #2
RECTIFIER #3
RECTIFIER #4
RECTIFIER #5
RECTIFIER #6
RECTIFIER #7
RECTIFIER #8
RECTIFIER #9
(OPTIONAL)
RECTIFIER #10
(OPTIONAL)
SPACE
1
3
5
7
9
11
13
15
17
19
21
23
25
27
31
29
33
35
37
41
39
8.000 8.000SUBTOTAL
CONTINUOUS
SUBTOTAL
NON-CONTINUOUS
SUBTOTAL
SUB-PANEL
-
--
-
LOAD
UNIT
KVAQT
Y
.
1
1
1
1
1.0001
1
1
1
1
1
1
1
1
1
1
1
1
1.000
LOAD PER
PHASE (VA)
PHASE
A B
WI
R
E
C
O
L
O
R
LO
A
D
S
CO
N
T
I
N
U
O
U
S
LO
A
D
S
NO
N
-
C
O
N
T
I
N
U
O
U
S
LO
A
D
S
S
U
B
-
P
A
N
E
L
GR
O
U
N
D
I
N
G
W
I
R
E
SI
Z
E
TR
I
P
X
X
X
X
X
X
X
X
X
BLK
RED
BLK
RED
BLK
RED
BLK
RED
BLK
RED
BLK
RED
BLK
RED
BLK
RED
BLK
RED
BLK
RED
BLK
WI
R
E
S
I
Z
E
8
8
8
8
8
8
8
8
8
(10)40
(10)40
(10)40
(10)40
(10)40
(10)40
(10)40
(10)40
(10)40
TR
I
P
GR
O
U
N
D
I
N
G
W
I
R
E
SI
Z
E
WI
R
E
S
I
Z
E
LO
A
D
S
S
U
B
-
P
A
N
E
L
LO
A
D
S
NO
N
-
C
O
N
T
I
N
U
O
U
S
LO
A
D
S
CO
N
T
I
N
U
O
U
S
WI
R
E
C
O
L
O
R
LOAD PER
PHASE (VA)
PHASE
A B
UNIT
KVA QT
Y
.
DESCRIPTION
LOAD
BLK
RED
BLK
RED
BLK
RED
BLK
RED
BLK
RED
BLK
RED
BLK
RED
BLK
RED
BLK
RED
BLK
RED
BLK
X
X
(10)
(10)
8
8
50
50
20
15
15
12
12
12
12
12
12
SUBTOTAL
CONTINUOUS
SUBTOTAL
NON-CONTINUOUS
SUBTOTAL
SUB-PANEL
.010
8.478 7.86
--
3.804
3.804
3.804
3.804
.72
0.150
0.256
3.804
3.804
3.804
3.804
0.180
0.064
0.150
1
1
1
1
4
4
1
HVAC #1
HVAC #2
INTERIOR RECEPTACLE
INTERIOR LIGHTS
EXTERIOR LIGHT
TOTAL KVA
CONTINUOUS x 1.25
TOTAL KVA
NON-CONTINUOUS
TOTAL KVA SUB-PANEL
TOTAL KVA
TOTAL AMPS
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
32
34
36
38
40
42
20.03
16.34
36.36
151.50
-
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
BLOCK HEATER
BATTERY CHARGER
0.01
0.01
0.010
0.010
1
1
X
X
.010
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
20/1
20/1
AGC
UTILITY
120/240V, 1PH, 3W
ELECTRICAL INSTALLATION METHODS:
1.This installation shall comply with the currently adopted edition of
the National Electrical Code and with utility company and local
code requirements.
2.Install sufficient lengths of LFMC including all conduit fittings (nuts,
reducing bushings, elbows, couplings, etc) necessary for
connection from IMC or PVC conduit to the interior of the BTS
cabinet.
3.Power, control and equipment ground wiring in tubing or conduit
shall be single conductor (#14 AWG and larger), 600V, oil resistant
THHN or THWN-2, Class B stranded copper cable rated for 90 C
(wet and dry) operation; listed or labeled for the location and
raceway system used.
4.Cut, coil and tape a 3 foot pigtail from end of LFMC for terminating
by BTS equipment manufacturer.
5.Supplemental equipment ground wiring located indoors shall be
single conductor (#6 AWG and larger), 600V, oil resistant THHN or
THWN-2 green insulation, Class B stranded copper cable rated for
90 C (wet and dry) operation, listed or labeled for the location and
raceway system used.
6.Supplemental equipment ground wiring located outdoors or
below grade shall be single conductor #2 AWG solid, tinned,
copper cable.
7.Power and control wiring, not in tubing or conduit, shall be
multi-conductor, Type TC. Cable (#14 AWG and larger), 600V, oil
resistant THHN or THWN-2, Class B, Stranded copper cable rated
for 90 C (Wet or Dry) operation, with outer jacket listed or labeled
for the location used.
8.Cables shall not be routed through ladder-style cable tray rungs.
9.Raceway and cable tray shall be listed or labeled for electrical use
in accordance with NEMA, UL, ANSI/IEEE and NEC.
10.New raceway or cable tray shall match the existing installation
where possible.
11.All power and grounding connections shall be crimp style,
compression, wire lugs and wirenuts by Thomas and Betts (or
equal). Lugs and wirenuts shall be rated for operation at no less
than 75 C.
12.Each end of every power, grounding and T1 conductor and cable
shall be labeled with color coded insulation or electrical tape. The
identification method shall conform with NEC & OSHA and match
existing installation requirements.
13.All electrical components shall be clearly labeled with engraved
laminated plastic labels. All equipment shall be labeled with their
voltage rating, phase configuration, wire configuration, power or
ampacity rating and branch circuit ID numbers (panelboard and
circuit identification).
14.All tie wraps shall be cut flush with approved cutting tool to remove
sharp edges.
15.Rigid nonmetallic conduit (PVC Schedule 40 or PVC Schedule 80)
shall be used underground, direct buried in areas of occasional
light vehicle traffic or encased in reinforced concrete in areas of
heavy vehicle traffic.
16.All conduit run above ground or exposed shall be LFMC, IMC or
Rigid Steel.
17.Electrical metallic tubing (EMT) shall be used for concealed indoor
locations.
18.Liquid tight flexible metallic conduit 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. Setscrew fittings are not
acceptable.
20.Cabinets, boxes and wireways shall be listed or labeled for
electrical use in accordance with NEMA, UL, ANSI/IEEE and NEC.
21.Cabinets, boxes and wireways shall match the existing installation
where possible.
22.Provide necessary tagging on the breakers, cables and distribution
panels in accordance with applicable codes and standards to
safeguard life and property.
23.The subcontractor shall review and inspect the existing facility
grounding system and lightning protection system (as designed
and installed) for strict compliance with the NEC. The site specific
lightning protection code and general compliance with Telcordia
and TIA grounding standards. The subcontractor shall report any
violations or adverse findings to the contractor for resolution.
24.All electrode systems (including telecommunication, radio,
lightning protection and AC power GES's) shall be bonded
together at or below grade by two or more copper bonding
conductors in accordance with the NEC.
25.Perform IEEE fall-of-potential resistance to earth testing (per IEEE
1100 and 81) for new ground electrode systems. The
subcontractor shall furnish and install supplemental ground
electrodes as needed to achieve a test result of 5 ohms or less.
26.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.
27.Each indoor BTS cabinet frame shall be directly connected to the
master ground bar with supplemental equipment ground wires #6
or larger.
28.Exothermic welds shall be used for all grounding connections
below grade.
29.Approved antioxidant coatings (i.e. conductive gel or paste) shall
be used on all compression and bolted ground connections.
30.ICE bridge bonding conductors shall be exothermically bonded or
bolted to the bridge and the tower ground bar.
31.Surfaces to be connected to ground conductors shall be cleaned
to a bright surface at all connections.
32.Exposed ground connections shall be made with compression
connectors which are then bolted to equipment using stainless
steel hardware. Installation torque shall be per manufacturer's
requirements.
33.DC power cables shall be Cobra COP-FLEX 2000, Flexible Class B or
approved equal.
19 N.T.S.
ELECTRICAL NOTES