at&t site id: site number: cvl00431
TRANSCRIPT
05/21/18
100% ZD Submittal
F.O.G.
T-15515-9
B.K.W.
CVL00431
A02/15/18
90% ZD SUBMITTAL
5001 Executive Parkway
San Ramon, California 94583
PREPARED FOR
Plo
t D
ate
:5
/2
1/2
01
8 4
:2
5:2
8 P
M F
ile
N
am
eT
:\2
01
5\T
-1
55
15
_S
ho
re
2
S
ho
re
_A
T&
T N
SB
\C
VL
00
43
1-9
\C
VL
00
43
1 P
lym
ou
th
(B
ell R
d)\S
he
ets\T
-1
T
itle
S
he
et.d
wg
P
lo
tte
d B
y:S
usa
n D
an
ie
ls
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
CVL00431
PLYMOUTH-BELL
ROAD
B 05/21/18100% ZD SUBMITTAL
1. HEAD NORTHEAST ON BISHOP DR TOWARD SUNSET DR
2. TURN RIGHT ONTO SUNSET DR
3. USE THE RIGHT 2 LANES TO TURN RIGHT ONTO BOLLINGER CANYON RD
4. USE THE RIGHT LANE TO MERGE ONTO I-680 S VIA THE RAMP TO SAN JOSE
5. MERGE ONTO I-680 S
6. USE THE RIGHT 2 LANES TO TAKE EXIT 30A TO MERGE ONTO I-580 E TOWARD
STOCKTON
7. KEEP LEFT TO STAY ON I-580 E
8. KEEP LEFT TO CONTINUE ON I-205 E, FOLLOW SIGNS FOR INTERSTATE
205/TRACY/STOCKTON
9. MERGE ONTO I-5 N
10. USE THE RIGHT LANE TO TAKE THE CA-4 E EXIT TOWARD DOWNTOWN STOCKTON
11. KEEP LEFT AND MERGE ONTO CA-4
12. USE THE LEFT 2 LANES TO TAKE EXIT 68B TO MERGE ONTO CA-99 N TOWARD
SACRAMENTO
13. TAKE EXIT 255 FOR CA-88 E/WATERLOO ROAD TOWARD JACKSON
14. TURN RIGHT ONTO CA-88 E (SIGNS FOR JACKSON/WATERLOO ROAD)
15. TURN LEFT TO STAY ON CA-88 E
16. TURN LEFT ONTO CA-124 N
17. TURN LEFT ONTO W MAIN ST
18. TURN RIGHT ONTO PRESTON AVE
19. TURN RIGHT ONTO CA-124 N
20. TURN RIGHT ONTO CA-16 E
21. CONTINUE ONTO CA-49 N
22. TURN RIGHT ONTO SHENANDOAH RD
23. TURN LEFT TO STAY ON SHENANDOAH RD
24. TURN LEFT ONTO BELL RD
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: PLYMOUTH-BELL ROAD
Site Number: CVL00431
FA#: 13690314
Site Address: Bell Road
PLYMOUTH, CA. 95669
A.P.N. Number: 014-120-001-000
Current Use:
Proposed Use: TELECOMMUNICATIONS FACILITY
Jurisdiction: AMADOR COUNTY
Latitude: N 38 31' 46.16" (38.529489)
Longitude: W 120 48' 48.47" (-120.813464)
Ground Elevation: 1,621.0'
DIRECTIONS FROM AT&T's OFFICE AT 5001 EXECUTIVE PARKWAY, SAN RAMON, CA
DISABLED ACCESS REQUIREMENTS
OCCUPANCY AND CONSTRUCTION TYPE
OCCUPANCY : U (UNMANNED)
CONSTRUCTION TYPE: V-B
SITE NUMBER: CVL00431
ELEVATIONSA-4.1
A-4.2
AT&T:
SITE SURVEY LS-1
ENLARGED ANTENNA PLAN & DETAILS A-3.1
SITE NAME: PLYMOUTH-BELL ROAD
BELL ROAD
PLYMOUTH, CA. 95669
JURISDICTION: AMADOR COUNTY
VICINITY MAP
SPECIAL INSPECTIONS
REV
0
SITE TYPE: WATER TANK / WIC
Property Owner:
GLORIA ADKINS
16025 BUTTE MOUNTAIN ROAD
JACKSON, CA 95642
Applicant / Lessee:
AT&T MOBILITY
5001 EXECUTIVE PARKWAY, 4W550H
SAN RAMON, CA 94583
contact: BRAD HEAD
email: [email protected]
cell: ----
Design Professional:
BORGES ARCHITECTURAL GROUP, INC.
1478 STONE POINT DRIVE, SUITE 350
ROSEVILLE, CA 95661
contact: MATHEW DOUGHERTY
email: [email protected]
ph: (916) 782-7200
Property Developement:
SHORE 2 SHORE WIRELESS INC.
3553 S. COLVIN DRIVE
LOOMIS, CA 95650
contact: CARL JONES
email: [email protected]
cell: (916) 985-3480
Structural Engineer:
NORM SCHEEL STRUCTURAL ENGINEER
5022 SUNRISE BLVD
FAIR OAKS, CA 95628
contact: NORM SCHEEL
email: [email protected]
ph: (916) 536-9585
Construction Manager
Vinculums
575 Lennon Ln #125
Walnut Creek, CA 94598
contact: CHRIS BYERS
email: [email protected]
office ph:(530) 575-2315
RF Engineer:
NP&E-RAN DESIGN & RF ENGINEERING
contact: STEPHEN NELSON
email: [email protected]
ph: (925) 395-3690
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
OVERALL SITE PLANA-1.1
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 A-2
SITE SIGNAGEGN-2
GENERAL NOTES, ABBREVIATIONS, & NOTESGN-1 0
BATTERY SPECIFICATIONS GN-3 0
CONSTRUCTION OF AN UNMANNED TELECOMMUNICATIONS FACILITY.
1. INSTALL POWER / TELCO / FIBER TO SITE LOCATION
2. INSTALL 80" x 80" WALK-IN CABINET(WIC) ON PIER FOUNDATION
3. INSTALL NEW GPS UNIT
4. INSTALL 36'-0" WATER TANK
5. INSTALL (4) ANTENNAS PER SECTOR, FOR A TOTAL OF (12)
6. INSTALL A TOTAL OF (21) RRH'S
7. INSTALL (4) SURGE SUPPRESSORS
8. INSTALL (3) FIBER TRUNK, (8) DC CABLES
9. INSTALL 6' HIGH WOOD FENCE WITH 12'-0" WIDE ACCESS GATE.
10. INSTALL 15kw DIESEL GENERATOR WITH 54 GALLON TANK ON (P)
CONCRETE SLAB
11. INSTALL TURNOUT
*NO GRADING REQUIRED
A-5
O
EMERGENCY BACKUP GENERATOR SPECS
Search Ring: PLYMOUTH
SITE
O
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 GREEN BUILDINGS STANDARDS CODE (CALGREEN) (PART 11)
(AFFECTED ENERGY PROVISIONS ONLY
4) 2016 CALIFORNIA FIRE CODE (CFC), BASED ON THE 2015 IFC, WITH CALIFORNIA
AMENDMENTS (PART 9)
5) 2016 CALIFORNIA MECHANICAL CODE (CMC), BASED ON THE 2015 UMC (PART 4)
6) 2016 CALIFORNIA PLUMBING CODE (CPC), BASED ON THE 2015 UPC (PART 5)
7) 2016 CALIFORNIA ELECTRICAL CODE (CEC) WITH CALIFORNIA AMENDMENTS,
BASED ON THE 2015 NEC (PART 3)
8) 2016 CALIFORNIA ENERGY CODE (CEC)
9) ANSI / EIA-TIA-222-H
10) 2015 NFPA 101, LIFE SAFETY CODE
11) 2016 NFPA 72, NATIONAL FIRE ALARM CODE
12) 2016 NFPA 13, FIRE SPRINKLER CODE
POWER SINGLE LINE DIAGRAM , PANEL SCHEDULE, & DETAILSE-2
ENLARGED SITE PLANA-1.2
0
0
0
0
0
0
0
0
0
0
GENERATOR NOTES
THE GENERATOR SHOWN ON THESE PLANS WILL BE COMPLICIT WITH ALL
APPLICABLE STANDARDS OF THE 2016 CALIFORNIA FIRE CODE, SECTION
604 - EMERGENCY AND STANDBY POWER SYSTEMS.
EQUIPMENT DETAILS A-3.2 0
GENERAL NOTES,ABBREVIATIONS, &
NOTES
GN-1
05/21/18
100% ZD Submittal
F.O.G.
T-15515-9
B.K.W.
CVL00431
A02/15/18
90% ZD SUBMITTAL
5001 Executive Parkway
San Ramon, California 94583
PREPARED FOR
Plo
t D
ate
:5
/2
1/2
01
8 4
:2
5:3
2 P
M F
ile
N
am
eT
:\2
01
5\T
-1
55
15
_S
ho
re
2
S
ho
re
_A
T&
T N
SB
\C
VL
00
43
1-9
\C
VL
00
43
1 P
lym
ou
th
(B
ell R
d)\S
he
ets\G
N-1
G
EN
ER
AL
N
OT
ES
, A
BB
RE
VIA
TIO
NS
, &
N
OT
ES
.d
wg
P
lo
tte
d B
y:S
usa
n D
an
ie
ls
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
CVL00431
PLYMOUTH-BELL
ROAD
B 05/21/18100% ZD SUBMITTAL
PLANS ARE INTENDED TO BE DIAGRAMATIC 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.
1.
THE CONTRACTOR SHALL OBTAIN, IN WRITING, AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY
DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS.
2.
CONTRACTOR SHALL CONTACT USA (UNDERGROUND SERVICE ALERT) AT (800) 227-2600, FOR UTILITY LOCATIONS, 48 HOURS
BEFORE PROCEEDING WITH ANY EXCAVATION, SITE WORK OR CONSTRUCTION.
3.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOOMENDATIONS
UNLESS SPECIFICALLY INDICATED OTHERWISE, OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE.
4.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CBC REQUIREMENTS REGARDING EARTHQUAKE RESISTANCE, FOR, BUT
NOT LIMITED TO, PIPING, LIGHT FIXTURES, CEILING GRID, INTERIOR PARTITIONS, AND MECHANICAL EQUIPMENT. ALL WORK MUST
COMPLY WITH LOCAL EARTHQUAKE CODES AND REGULATIONS.
5.
REPRESENTAIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF SURVEY DRAWINGS, SHALL NOT BE USED TO
IDENTIFY OR ESTABLISH 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 DESCREPANCY IS FOUND BETWEEN THE VARIOUS
ELEMENTS OF THW WORKING DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE CIVIL SURVEY. THE
CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ARCHITECT / ENGINEER.
6.
THE BUILDING DEPARTMENT ISSUING THE PERMITS SHALL BE NOTIFIED AT LEAST TWO WORKING DAYS PRIOR TO THE
COMMENCMENT OF WORK, OR AS OTHERWISE STIPULATED BY THE CODE ENFORCEMENT OFFICIAL HAVING JURISDICTION.
7.
DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED.8.
ALL EXISTING UTILITIES, FACILITIES, CONDITIONS, AND THEIR DIMENSIONS SHOWN ON THE PLAN HAVE BEEN PLOTTED FROM
AVAILABLE RECORDS. THE ARCHITECT / ENGINEER AND THE OWNER ASSUME NO RESPONSIBILITY WHATSOEVER AS TO THE
SUFFICIENCY OR THE ACCURACY OF THE INFORMATION SHOWN ON THE PLANS, OR THE MANNER OF THEIR REMOVAL OR
ADJUSTMENT. CONTRACTORS SHALL BE RESPONSIBILE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND
FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTORS SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED
INFORMATION RELATIVE TO WORKING SHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES.
9.
CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES, BOTH HORIZONTAL AND VERTICALLY, PRIOR TO THE START OF
CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERRETATION OF PLANS SHOULD BE IMMEDIATELY REPORTED TO
THE ARCHITECT / ENGINEER FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE
DESCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT / ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS
CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE.
10.
ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO
FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK.
11.
ANY DRAIN AND/OR FIELD TILE ENCOUNTERED / DISTURBED DURING CONTRUCTION SHALL BE RETURNED TO IT'S ORIGINAL
CONDITION PRIOR TO COMPLETION OF WORK. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS
SHALL BE ACCURATELY NOTED AND PLACED ON "AS-BUILT" DRAWINGS BY GENERAL CONTRACTOR, AND ISSUED TO THE ARCHITECT
/ ENGINEER AT COMPLETION OF PROJECT.
12.
ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR
BRACED IN ACCORDINACE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS.
13.
INCLUDE MISC. ITEMS PER AT&T SPECIFICATIONS14.
SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL
AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION.
THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE
DESIGN.
SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS:
- AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
- AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, FOURTEENTH EDITION
- TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-H, STRUCTURAL STANDARD FOR STRUCTURAL ANTENNA TOWER AND
ANTENNA SUPPORTING STRUCTURES
- INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND
IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING
AND GROUNDING OF ELECTRICAL EQUIPMENT.
-IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY
"C3" AND "HIGH SYSTEM EXPOSURE")
TIA 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS TELCORDIA GR-63
NETWORK
EQUIPMENT-BUILDING SYSTEM (NEBS): PHYSICAL PROTECTION
TELCORDIA GR-347 CENTRAL OFFICE POWER WIRING
TELCORDIA GR-1275 GENERAL INSTALLATION REQUIREMENTS
TELCORDIA GR-1503 COAXIAL CABLE CONNECTIONS
ANY AND ALL OTHER LOCAL & STATE LAWS AND REGULATIONS
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF
CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A
GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN.
GENERAL CONSTRUCTION NOTES:
APPLICABLE CODES, REGULATIONS AND STANDARDS:
ABBREVIATIONS
SYMBOLS LEGEND
OFFICE
101
ROOM NUMBER
WALL TYPE MARK
KEYNOTE,
CONSTRUCTION
ITEM
KEYNOTE,
DIMENSION ITEM
ROOM NAME
WALL SECTION
DETAIL
3
BLDG. SECTION
A-300
1
A-500
D5
A-310
A5
A-113
C1
A-113
C4
A-113
A1
A-113
A4
ELEVATION
3
2
CENTERLINE
ELEVATION DATUM
TILT-UP PANEL MARK
WINDOW SYMBOL
DOOR SYMBOL
PROPERTY LINE
3
±0"
001
10
AGRID/COLUMN LINE
A-300
1
A.B. ANCHOR BOLT
ABV. ABOVE
ACCA ANTENNA CABLE COVER ASSEMBLY
ADD'L ADDITIONAL
A.F.F. ABOVE FINISHED FLOOR
A.F.G. ABOVE FINISHED GRADE
ALUM. ALUMINUM
ALT. ALTERNATE
ANT. ANTENNA
APPRX. APPROXIMATE(LY)
ARCH. ARCHITECT(URAL)
AWG. AMERICAN WIRE GAUGE
BLDG. BUILDING
BLK. BLOCK
BLKG. BLOCKING
BM. BEAM
B.N. BOUNDARY NAILING
BTCW. BARE TINNED COPPER WIRE
B.O.F. BOTTOM OF FOOTING
B/U BACK-UP CABINET
CAB. CABINET
CANT. CANTILEVER(ED)
C.I.P. CAST IN PLACE
CLG. CEILING
CLR. CLEAR
COL. COLUMN
CONC. CONCRETE
CONN. CONNECTION(OR)
CONST. CONSTRUCTION
CONT. CONTINUOUS
d PENNY (NAILS)
DBL. DOUBLE
DEPT. DEPARTMENT
D.F. DOUGLAS FIR
DIA. DIAMETER
DIAG. DIAGONAL
DIM. DIMENSION
DWG. DRAWING(S)
DWL. DOWEL(S)
EA. EACH
EL. ELEVATION
ELEC. ELECTRICAL
ELEV. ELEVATOR
EMT. ELECTRICAL METALLIC TUBING
E.N. EDGE NAIL
ENG. ENGINEER
EQ. EQUAL
EXP. EXPANSION
EXST.(E) EXISTING
EXT. EXTERIOR
FAB. FABRICATION(OR)
F.F. FINISH FLOOR
F.G. FINISH GRADE
FIN. FINISH(ED)
FLR. FLOOR
FDN. FOUNDATION
F.O.C. FACE OF CONCRETE
F.O.M. FACE OF MASONRY
F.O.S. FACE OF STUD
F.O.W. FACE OF WALL
F.S. FINISH SURFACE
FT.( ' ) FOOT (FEET)
FTG. FOOTING
G. GROWTH (CABINET)
GA. GAUGE
GI. GALVANIZE(D)
G.F.I. GROUND FAULT CIRCUIT INTERRUPTER
GLB. (GLU-LAM) GLUE LAMINATED BEAM
GPS GLOBAL POSITIONING SYSTEM
GRND. GROUND
HDR. HEADER
HGR. HANGER
HT. HEIGHT
ICGB. ISOLATED COPPER GROUND BUS
IN. ( " ) INCH(ES)
INT. INTERIOR
LB.(#) POUND(S)
L.B. LAG BOLTS
L.F. LINEAR FEET (FOOT)
L. LONG(ITUDINAL)
MAS. MASONRY
MAX. MAXIMUM
M.B. MACHINE BOLT
MECH. MECHANICAL
MFR. MANUFACTURER
MIN. MINIMUM
MISC. MISCELLANEOUS
MTL. METAL
(N) NEW
NO.(#) NUMBER
N.T.S. NOT TO SCALE
O.C. ON CENTER
OPNG. OPENING
P/C PRECAST CONCRETE
PCS PERSONAL COMMUNICATION SERVICES
PLY. PLYWOOD
PPC POWER PROTECTION CABINET
PRC PRIMARY RADIO CABINET
P.S.F. POUNDS PER SQUARE FOOT
P.S.I. POUNDS PER SQUARE INCH
P.T. PRESSURE TREATED
PWR. POWER (CABINET)
QTY. QUANTITY
RAD.(R) RADIUS
REF. REFERENCE
REINF. REINFORCEMENT(ING)
REQ'D/ REQUIRED
RGS. RIGID GALVANIZED STEEL
SCH. SCHEDULE
SHT. SHEET
SIM. SIMILAR
SPEC. SPECIFICATIONS
SQ. SQUARE
S.S. STAINLESS STEEL
STD. STANDARD
STL. STEEL
STRUC. STRUCTURAL
TEMP. TEMPORARY
THK. THICK(NESS)
T.N. TOE NAIL
T.O.A. TOP OF ANTENNA
T.O.C. TOP OF CURB
T.O.F. TOP OF FOUNDATION
T.O.P. TOP OF PLATE (PARAPET)
T.O.S. TOP OF STEEL
T.O.W. TOP OF WALL
TYP. TYPICAL
U.G. UNDER GROUND
U.L. UNDERWRITERS LABORATORY
U.N.O. UNLESS NOTED OTHERWISE
V.I.F. VERIFY IN FIELD
W WIDE (WIDTH)
w/ WITH
WD. WOOD
W.P. WEATHERPROOF
WT. WEIGHT
C CENTERLINE
P PLATE, PROPERTY LINE
GROUT OR PLASTER
(E) BRICK
(E) MASONRY
CONCRETE
EARTH
GRAVEL
PLYWOOD
SAND
PLYWOOD
SAND
(E) STEEL
MATCH LINE
GROUND CONDUCTOR
TELEPHONE CONDUIT
POWER CONDUIT
COAXIAL CABLE
CHAIN LINK FENCE
OVERHEAD SERVICE
CONDUCTORS
OH
L
L
WOOD FENCE
(P) ANTENNA
(P) RRU
(P) DC SURGE
SUPPRESSION
(E) ANTENNA TO BE
REMOVED
(E) RRU TO BE REMOVED
(E) EQUIPMENT
05/21/18
100% ZD Submittal
F.O.G.
T-15515-9
B.K.W.
CVL00431
A02/15/18
90% ZD SUBMITTAL
5001 Executive Parkway
San Ramon, California 94583
PREPARED FOR
Plo
t D
ate
:5
/2
1/2
01
8 4
:2
5:3
9 P
M F
ile
N
am
eT
:\2
01
5\T
-1
55
15
_S
ho
re
2
S
ho
re
_A
T&
T N
SB
\C
VL
00
43
1-9
\C
VL
00
43
1 P
lym
ou
th
(B
ell R
d)\S
he
ets\G
N-2
S
ite
S
ig
na
ge
.d
wg P
lo
tte
d B
y:S
usa
n D
an
ie
ls
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
CVL00431
PLYMOUTH-BELL
ROAD
B 05/21/18100% ZD SUBMITTAL
SITE SIGNAGE
GN-2
rename me to this view "dwg" name
3N.T.S.
GENERAL NOTES
rename me to this view "dwg" name
1N.T.S.
NOTICE SIGNrename me to this view "dwg" name
9N.T.S.
CAUTION AND WARNING SIGN
NOTE:1. CONTRACTOR SHALL INSTALL ALL INFORMATION SIGNAGE INACCORDANCE w/ AT&T WIRELESS DOCUMENT #03-0074, RFEXPOSURE POLICY AND RF SAFETY COMPLIANCE PROGRAM, LATESTEDITION.
2. CONTRACTOR SHALL CONTACT AT&T R-RFSC FOR INFORMATIONON MPE LEVELS AND INSTRUCTIONS ON LEVEL AND LOCATION OFSIGNAGE
11N.T.S.
INFORMATION SIGNAGE
13N.T.S.
WIC / CABINET DOORS SIGNAGE
14N.T.S.
GATE SIGNAGE
15N.T.S.
FCC ASR SIGNAGE
20N.T.S.
FENCED COMPOUND SIGNAGE
19N.T.S.
FENCED COMPOUND SIGNAGE
18N.T.S.
DOOR / EQUIPMENT SIGN
WARNING
Beyond This Point you areentering a controlled area whereRF Emissions exceed the FCCControlled Exposure limitsFailure to obey all posted signs and siteguidelines could result in serious injury
Ref: FCC 47CFR 1.1307(b)
CAUTION
Beyond This Point you areentering a controlled areawhere RF Emissions may exceedthe FCC Controlled ExposurelimitsObey all posted signs and site guidelinesfor working in an RF environmentRef: FCC 47CFR 1.1307(b)
NOTICE
Beyond This Point you areentering an area where RFEmissions may exceed the FCCGeneral Population ExposureLimitsFollow all posted signs and site guidelines forworking in an RF environment
Ref: FCC 47CFR 1.1307(b)
Property of AT&T
AuthorizedPersonnel OnlyIn case of emergency, or prior to performingmaintenance on this site, call 800-638-2822and reference cell site number CVL00431
Property of AT&T
AuthorizedPersonnel OnlyNo TrespassingViolators will be Prosecuted
In case of emergency, or prior to performingmaintenance on this site, call 800-638-2822and reference cell site number CVL00431
INFORMATION
Posted in accordance with federal CommunicationsCommission rules and antenna tower registration
47CFR 17.4(g).
1 2 3 4 5 6 7
Federal Communications CommunicationTower Registration Number
TRESPASSINGNO
DANGER
AUTHORIZEDPERSONNEL
ONLY
NOTICE
This Site Operated by:
AT&T MOBILITY
5001 EXECUTIVE PARKWAY
SAN RAMON, CA 94583
IN CASE OF FIRE AND THE NEED FOR SHUTDOWN
TO DEACTIVATE ANTENNAS CALL THE
FOLLOWING NUMBER:
For 24 Hour Emergency Contact and Access Please Call:
(800)832-6662
Reference Site#: CVL00431
Site Address:
1. THE FOLLOWING INFORMATION IS A GUIDELINE w/ RESPECT TO PREVAILING
STANDARDS LIMITING HUMAN EXPOSURE TO RADIO FREQUENCY ENERGY AND
SHOULD BE USED AS SUCH. IF THE SITE'S EMF REPORT OR ANY LOCAL, STATE
OR FEDERAL GUIDELINES OR REGULATIONS SHOULD BE IN CONFLICT w/ ANY
PART OF THESE NOTES OR PLANS, THE MORE RESTRICTIVE GUIDELINE OR
REGULATION SHALL BE FOLLOWED AND OVERRIDE THE LESSER.
2. THE PUBLIC LIMIT OF RF EXPOSURE ALLOWED BY AT&T IS 1mWcm*2 AND THE
OCCUPATIONAL LIMIT OF RF EXPOSURE ALLOWED BY AT&T IS 5mWcm*2
3. IF THE BOTTOM OF THE ANTENNA IS MOUNTED (8) EIGHT FEET ABOVE THE
GROUND OR WORKING PLATFORM LINE OF THE PERSONAL COMMUNICATION
SYSTEM (PCS) AND DOES NOT EXCEED THE PUBLIC LIMIT OF RF EXPOSURE
LIMIT THEN NO STRIPING OR BARRICADES SHOULD BE NEEDED.
4. IF THE PUBLIC LIMIT OF RF EXPOSURE ON THE SITE IS EXCEEDED AND THE
AREA IS PUBLICLY ACCESSIBLE (e.g. ROOF ACCESS DOOR THAT CANNOT BE
LOCKED, OR FIRE EGRESS) THEN BOTH BARRICADES AND STRIPING SHALL BE
PLACED AROUND THE ANTENNAS. THE EXACT EXTENT OF THE BARRICADES
AND STRIPING SHALL BE DETERMINED BY THE EMF REPORT FOR THE SITE
DONE BEFORE OR SHORTLY AFTER COMPLETION OF SITE CONSTRUCTION. USE
THE PLANS AS A GUIDELINE FOR PLACEMENT OF SUCH BARRICADES AND
STRIPING.
5. IF THE PUBLIC LIMIT OF RF EXPOSURE ON THE SITE IS EXCEEDED AND THE
AREA IS PUBLICLY ACCESSIBLE (e.g. ROOF ACCESS DOOR THAT CANNOT BE
LOCKED, OR FIRE EGRESS) THEN BOTH BARRICADES AND STRIPING SHALL BE
PLACED AROUND THE ANTENNAS. THE EXACT EXTENT OF THE BARRICADES
AND STRIPING SHALL BE PLACED AROUND THE ANTENNAS. THE EXACT EXTENT
OF THE BARRICADES & STRIPING SHALL BE DETERMINED BY THE EMF REPORT
FOR THE SITE DONE BEFORE OR SHORTLY AFTER COMPLETION OF SITE
CONSTRUCTION. USE THE PLANS AS A GUIDELINE FOR PLACEMENT OF SUCH
BARRICADES AND STRIPING.
6. ALL TRANSMIT ANTENNAS REQUIRE A THREE LANGUAGE WARNING SIGN
WRITTEN IN ENGLISH, SPANISH, AND CHINESE. THIS SIGN SHALL BE
PROVIDED TO THE CONTRACTOR Y THE AT&T CONSTRUCTION PROJECT
MANAGER AT THE TIME OF CONSTRUCTION. THE LARGER SIGN SHALL BE
PLACED IN PLAIN SIGHT AT ALL ROOF ACCESS LOCATIONS AND ON ALL
BARRICADES. THE SMALLER SIGN SHALL BE PLACED ON THE ANTENNA
ENCLOSURES IN A MANNER THAT IS EASILY SEEN BY ANY PERSON ON THE
ROOF. WARNING SIGNS SHALL COMPLY w/ ANSI C95.2 COLOR, SYMBOL, AND
CONTENT CONVENTIONS. ALL SIGNS SHALL HAVE AT&T'S NAME AND THE
COMPANY CONTACT INFORMATION (e.g. TELEPHONE NUMBER) TO ARRANGE
FOR ACCESS TO THE RESTRICTED AREAS. THIS TELEPHONE NUMBER SHALL BE
PROVIDED TO THE CONTRACTOR BY THE AT&T CONSTRUCTION PROJECT
MANAGER AT THE TIME OF CONSTRUCTION.
7. PHOTOS OF ALL STRIPING, BARRICADES & SIGNAGE SHALL BE PART OF THE
CONTRACTORS CLOSE OUT PACKAGE & SHALL BE TURNED INTO THE AT&T
CONSTRUCTION PACKAGE & SHALL BE TURNED INTO THE AT&T
CONSTRUCTION PROJECT MANAGER AT THE END OF CONSTRUCTION.
STRIPING SHALL BE DONE w/ FADE RESISTANT YELLOW SAFETY PAINT IN A
CROSS-HATCH PATTERN AS DETAILED BY THE CONSTRUCTION DRAWINGS. ALL
BARRICADES SHALL BE MADE OF AN RF FRIENDLY MATERIAL SO AS NOT TO
BLOCK OR INTERFERE w/ THE OPERATION OF THE ANTENNAS. BARRICADES
SHALL BE PAINTED w/ FADE RESTRAINT YELLOW SAFETY PAINT. THE
CONTRACTOR SHALL PROVIDE ALL RF FRIENDLY BARRICADES NEEDED, &
SHALL PROVIDE THE AT&T CONSTRUCTION PROJECT MANAGER w/ A DETAILED
SHOP DRAWING OF EACH BARRICADE. UPON CONSTRUCTION COMPLETION.
SIGNAGE AND STRIPING INFORMATION
INFORMATIONACTIVE ANTENNAS ARE MOUNTED
ON THE OUTSIDE FACE OF THIS BUILDING
INFORMATION SIGN 1-2
ON THIS STRUCTURE
STAY BACK A MINIMUM OF 3 FEET
FROM THESE ANTENNAS
CONTACT AT&T MOBILITY AT 800-638-2822 &
FOLLOW THEIR INSTRUCTIONS PRIOR TO
PERFORMING ANY MAINTENANCE OR
REPAIRS CLOSER THAN 3 FEET FROM THE
ANTENNAS.
THIS IS AT&T MOBILITY SITE # CVL00431
5"
7"
INFORMATION
8"
12"
AT&T MOBILITY OPERATES TELECOMMUNICATION ANTENNAS AT THIS
LOCATION. REMAIN AT LEAST 3 FEET AWAY FROM ANY ANTENNA AND
OBEY ALL POSTED SIGNS.
CONTACT THE OWNER(S) OF THE ANTENNA(S) BEFORE WORKING
CLOSER THAN 3 FEET FROM THE ANTENNA(S)
CONTACT AT&T MOBILITY AT 800-638-2822 PRIOR TO PERFORMING ANY
MAINTENANCE OR REPAIRS NEAR AT&T MOBILITY ANTENNAS.
THIS IS SITE #: CVL02037
CONTACT THE MANAGEMENT OFFICE IF THIS DOOR/HATCH/GATE
IS FOUND UNLOCKED.
INFORMACION
EN ESTA PROPIEDAD SE UBICAN ANTENAS DE TELECOMUNICACIONES
OPERADAS POR AT&T. FAVOR MANTENER UNA DISTANCIA DE NO MENOS DE
3 PIES Y OBEDECER TODOS LOS AVISOS.
COMUNIQUESE CON EL PROPIETARIO O LOS PROPIETARIOS DE LAS
ANTENAS ANTES DE TRABAJAR O CAMINAR DE MENOS DE 3 PIES DE LA
ANTENA.
COMUNIQUESE CON AT&T MOBILITY 800-638-2822 ANTES DE REALIZAR
CUALQUIER MANTENIMIENTO O REPARACION DE LAS ANTENAS DE AT&T
MOBILITY.
ESTA ES LA ESTACION BASE NUMERO : CVL00431
FAVOR COMINUCARSE CON LA OFICINA DE LA ADMINISTRACION DEL
EDIFICIO SI ESTA PUENTA O COMPUERTA SE ENCUENTRA SIN CANDADO.
1-1/2"
24"
1. CONTRACTOR SHALL INSTALL ALL INFORMATION SIGNAGE IN ACCORDANCE
w/ AT&T WIRELESS DOCUMENT #03-0074, RF EXPOSURE POLICY AND RF SAFETY
COMPLIANCE PROGRAM, LATEST EDITION.
2. FABRICATION:
*SIGN I-1: ENTRANCE DOOR, SEE DETAIL 1A, THIS SHEET
SIGN 1 IS TO BE MADE ON THE 50 MIL ALUMINUM SHEETING (SIZE 8 INCHES BY
12 INCHES) w/ FOUR (4)
1
4
INCH MOUNTING HOLES, ONE EACH CORNER OF THE SIGN
FOR MOUNTING w/ HARDWARE w/ TIE WRAPS. THE MAIN BACKGROUND COLOR IS
TO BE WHITE FRONT & BACK w/ BLACK LETTERING.
THE INFORMATION BAND SHALL BE 1.2 INCH SOLID GREEN BAND w. 0.5 INCH HIGH
BLACK LETTERING. THE BODY TEXT SHALL BE IN BLACK LETTERING w/0.2 INCH HIGH
LETTERS. THE REF LINE SHALL BE IN
1
8
INCH LETTERS.
THE PLACEMENT OF TEXT SHALL BE DONE IN A MANNER THAT WILL PERMIT EASY
READING FROM A DISTANCE OF APPROXIMATELY 6 FEET IN FRONT OF THE SIGN.
ALL PAINT WILL BE BAKED w/ENAMEL w/ UV PROTECTIVE COATING OVER THE FACE
OF THE SIGN.
*SIGN 1-2: POLE, SEE DETAIL 1B, THIS SHEET
SIGN 2 MUST BE A NON METALLIC LABEL w/ AN ADHESIVE BACKING, THE LABEL
SHALL BE MADE USING VINYL OR SIMILAR WEATHERPROOF MATERIAL. THE LABEL
SHALL BE APPROXIMATELY 5X7 INCHES w/ A WHITE BACKGROUND AND BLACK
LETTERING. THE GREEN BAND SHALL BE 1.375 INCH IN HEIGHT & THE LETTERING
SHALL BE BLACK w/ 0.75 INCH HIGH LETTERS. THE TEXT LETTERING SHALL BE
BLACK w/
1
8
INCH HIGH LETTERS. UV PROTECTION SHALL BE PLACED OVER THE
FRONT OF THE LABEL.
*SIGN 1-3: BACK OF ANTENNAS, SEE DETAIL 1C & 3, THIS SHEET
*SIGN 3 IS A 1 INCH X 2 INCH PANEL THAT CAN BE APPLIED TO THE BACK OR SIDE OF
AN ANTENNA TO IDENTIFY IT AS AN AT&T ANTENNA.
*SIGN 1-4: SIDE OF ANTENNAS, SEE DETAIL 1D & 3, THIS SHEET
SIGN 4 IS MADE FROM TRANSPARENT MATERIAL 1-1/2 INCHES WIDE & 24 INCHES
LONG. THE LETTERING IS TO BE BLACK w
1
2
INCH LETTERING IN A VERTICAL
COLUMN. THE SPACING BETWEEN WORDS MUST BE SUCH THAT IT IS EASILY READ
& FILLS THE LENGTH OF THE SIGN.
S
T
A
Y
B
A
C
K
3
F
E
E
T
F
R
O
M
A
N
T
E
N
N
A
INFORMATION SIGN 1-4
SCALE:
3
16
" = 1'
2"
1"
INFORMATION SIGN 1-3
SCALE:
1
4
" = 1'
C
D
INFORMATION SIGN 1-1
SCALE:
1
2
"= 1'
A INFORMATION SIGN 1-2
SCALE:
3
4
" = 1'
B
8"
12"
17N.T.S.
NFPA HAZARD SIGN
3 20
ACID
Bell Road,PLYMOUTH, CA. 95669
BATTERY
SPECIFICATIONS
05/21/18
100% ZD Submittal
F.O.G.
T-15515-9
B.K.W.
CVL00431
A02/15/18
90% ZD SUBMITTAL
5001 Executive Parkway
San Ramon, California 94583
PREPARED FOR
Plo
t D
ate
:5
/2
1/2
01
8 4
:2
5:4
2 P
M F
ile
N
am
eT
:\2
01
5\T
-1
55
15
_S
ho
re
2
S
ho
re
_A
T&
T N
SB
\C
VL
00
43
1-9
\C
VL
00
43
1 P
lym
ou
th
(B
ell R
d)\S
he
ets\G
N-3
B
AT
TE
RY
S
PE
CIF
IC
AT
IO
NS
.d
wg
P
lo
tte
d B
y:S
usa
n D
an
ie
ls
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
CVL00431
PLYMOUTH-BELL
ROAD
B 05/21/18100% ZD SUBMITTAL
GN-3
BATTERY INFORMATION
BATTERY MODEL
TOTAL # OF
BATTERY UNITS
INSTALLED
TOTAL
ELECTROLYTE
VOLUME (GAL)
PER UNIT
TOTAL
ELECTROLYTE
WEIGHT (LBS)
PER UNIT
% SULFURIC
ACID BY VOL
=
ACID VOLUME / UNIT
ELECTROLYTE
VOLUME/UNIT
GBN INDUSTRIAL POWER
MARATHON
M12V180FT
12 UNITS 2.17 GAL 23.80 LBS 29.95% = 0.65 GAL / 2.17 GAL
% SULFURIC
ACID BY
WEIGHT
TOTAL ACID WEIGHT
TOTAL ELECTROLYTE
WEIGHT
TOTAL SULFURIC
VOL (GAL)
TOTAL UNITS X
SULFURIC
VOL/UNIT
% SULFURIC
ACID BY VOL
=
ACID VOLUME / UNIT
ELECTROLYTE
VOLUME/UNIT
41.9% = 9.98 LBS/23.80 LBS 26.04 GAL = 12 UNITS X 2.17 / UNIT 119.76 LBS = 12 UNITS X 9.98 LBS
= =
17 1" = 80'-0"OVERALL SITE PLAN
(E) PROPERTY BO
UND
ARY
(P) AT&T LEASE AREA 25' X 40' 1000 SQ. FT.
A-1.217
SECTOR
AZIMUTH 240B
SECTORAZIMUTH 120
C
SEC
TOR
AZI
MUT
H 0A
APN: 54-250-02
APN: 014-110-002
(E) FOUNDATION
(E) WATER TANK
(E) WOOD UTILITY POLE
50'-0"
198'-2"
(E) PROPERTY BOUNDDARY
(E) PROPERTY BO
UND
ARY
(E) PROPERTY BOUNDARY (E) PROPERTY BO
UNDARY
(E) PROPERTY BOUNDARY
APN: 014-120-001
APN
: 014-110-059
APN: 014-120-007
APN: 014-120-009
(P) FIRE ACCESSHAMMERHEAD
(P) 20'-0" AT&
T NO
N-EXC
LUSIVE A
CC
ESS EASEM
ENT
(E) OVERHEAD UTILITY LINES
(E) WOOD UTILITY POLE(P) POC FOR POWER & FIBER
6'-0" (P) AT&
T NO
N-EXC
LUSIVE UTILITY EA
SEMEN
T
(E) BELL ROA
D
125'-0"
05/21/18
100% ZD Submittal
F.O.G.
T-15515-9
B.K.W.
CVL00431
A02/15/18
90% ZD SUBMITTAL
5001 Executive Parkway
San Ramon, California 94583
PREPARED FOR
Plo
t D
ate
:5
/2
1/2
01
8 4
:2
5:5
5 P
M F
ile
N
am
eT
:\2
01
5\T
-1
55
15
_S
ho
re
2
S
ho
re
_A
T&
T N
SB
\C
VL
00
43
1-9
\C
VL
00
43
1 P
lym
ou
th
(B
ell R
d)\S
he
ets\A
-1
.1
O
ve
ra
ll S
ite
P
la
n.d
wg P
lo
tte
d B
y:S
usa
n D
an
ie
ls
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
CVL00431
PLYMOUTH-BELL
ROAD
B 05/21/18100% ZD SUBMITTAL
OVERALL SITE PLAN
A-1.1
00
1"=80'-0"
80' 40' 80' 160'
N
(P) AT&T 25'-0" X 40'-0" LEASE AREA 1000 SQ. FT.
(P) TELCO RUN +/- 900'-0"
(P) POWER RUN +/- 890'-0"
6'-0"
(P
) A
T&
T N
ON
-E
XC
LU
SIV
E U
TILIT
Y E
AS
EM
EN
T
(P) TECH PARKING
1/16" = 1'-0"
SE
CT
OR
AZ
IM
UT
H 0
A
S
E
C
T
O
R
A
Z
I
M
U
T
H
1
2
0
C
S
E
C
T
O
R
A
Z
I
M
U
T
H
2
4
0
B
(P) FIRE ACCESS
HAMMERHEAD
(P
) 20'-0" A
T&
T N
ON
-E
XC
LU
SIV
E A
CC
ES
S E
AS
EM
EN
T
(E) WATER TANK
(E) TREES TO REMAIN
(E) FENCE
BOUNDARY LINE
216'-3"
20'-0"
70'-0"
R
2
8
'
-
0
"
R
2
8
'
-
0
"
50'-0"
A-2
17
05/21/18
100% ZD Submittal
F.O.G.
T-15515-9
B.K.W.
CVL00431
A02/15/18
90% ZD SUBMITTAL
5001 Executive Parkway
San Ramon, California 94583
PREPARED FOR
Plo
t D
ate
:5
/2
1/2
01
8 4
:2
6:0
7 P
M F
ile
N
am
eT
:\2
01
5\T
-1
55
15
_S
ho
re
2
S
ho
re
_A
T&
T N
SB
\C
VL
00
43
1-9
\C
VL
00
43
1 P
lym
ou
th
(B
ell R
d)\S
he
ets\A
-1
.2
E
nla
rg
ed
S
ite
P
la
n.d
wg
P
lo
tte
d B
y:S
usa
n D
an
ie
ls
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
CVL00431
PLYMOUTH-BELL
ROAD
B 05/21/18100% ZD SUBMITTAL
ENLARGED
SITE PLAN
A-1.2
16' 8' 16' 32'
1/16"=1'-0"
00
N
A-3
5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
17
3/8" = 1'-0"
PROPOSED ENLARGED EQUIPMENT LAYOUT
9
11
15
17
KEYNOTES
(P) AT&T 80" x 80" WALK-IN
CABINET(WIC) ON PIER FOUNDATION
(P) SERVICE DISCONNECT
(P) GENERATOR SLAB
(P) LTE RACK
(P) CIENA W/ UAM & 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) 15kW DIESEL GENERATOR WITH 54 GALLON TANK
(P) HVAC
(P) CABINET DOOR
6'-0" UG UTILITY EASEMENT FOR POWER AND TELCO
(P) 6'-0" TALL WOOD FENCE
(P) TELCO RACK
(P) POWERPLANT RACK w/ (2) STRINGS OF BATTERIES
(P) CABLE PORT
(P) 55' FAUX WATER TOWER
(P) KNOX BOX
(P) 12'-0" WIDE DOUBLE SWING ACCESS GATE
(P) DOWN SHIELDED SITE LIGHT ON ROTARY TIMER
(P) 20' AT&T NON-EXCLUSIVE ACCESS EASEMENT
(P) 12'x20' TECH PARKING
(P) +/- 900' UNDERGROUND CONDUIT RUN
FROM POWER & TELCO POC
(P) 2A:20BC RATED FIRE EXTINGUISHER
(P) GRAVEL WITH WEED BARRIER
DRIVEWAY ACCESS, COMPACTED ROAD BASE
28
NATURAL DRAINAGE
HATCH LEGEND
CONCRETE
GRAVEL W/ WEED BARRIER
COMPACT ROAD BASE
NATIVE GROUND
1
2
3
4
510
12
13
14
16
6
8
12
7
NOTE:
THE GENERATOR SHOWN ON THE SITE PLAN WILL
BE COMPLICIT WITH ALL APPLICABLE STANDARDS
OF THE 2016 CALIFORNIA FIRE CODE, SECTION
604-EMERGENCY AND STANDBY POWER SYSTEMS.
25'-0" (P) AT&T LEASE AREA 1000 SQ. FT. TOTAL
40
'-0
" (P
) A
T&
T L
EA
SE
A
RE
A 1
00
0 S
Q. F
T. T
OT
AL
24
18
19
27
20
21
22
23
25
26
9'-1 1/2"
7"
4'-6" 11"
2'-0
"
7'-3
1
/2
"
4'-6
"
7'-9
1
/2
"
6'-8
"
9'-2"
29 (E) TREES
29
12'-0" 5'-4 1/2"
2'-9
"1
6'-4
"
05/21/18
100% ZD Submittal
F.O.G.
T-15515-9
B.K.W.
CVL00431
A02/15/18
90% ZD SUBMITTAL
5001 Executive Parkway
San Ramon, California 94583
PREPARED FOR
Plo
t D
ate
:5
/2
1/2
01
8 4
:2
6:1
4 P
M F
ile
N
am
eT
:\2
01
5\T
-1
55
15
_S
ho
re
2
S
ho
re
_A
T&
T N
SB
\C
VL
00
43
1-9
\C
VL
00
43
1 P
lym
ou
th
(B
ell R
d)\S
he
ets\A
-2
E
NL
AR
GE
D E
QU
IP
ME
NT
P
LA
N.d
wg
P
lo
tte
d B
y:S
usa
n D
an
ie
ls
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
CVL00431
PLYMOUTH-BELL
ROAD
B 05/21/18100% ZD SUBMITTAL
ENLARGED
EQUIPMENT PLAN
A-2
4' 2' 4' 8'0
3/8"=1'-0"
N
7 1/2" = 1'-0"RF SCHEDULE
SECTOR
1
2
3
ANTENNA MODEL NO. AZIMUTH RAD CENTER RRH FIBER LENGTH COAX LENGTH COAX DIA. NO.
RF SCHEDULE
A1+/- 10'-0" 3
1/2"
A2
A3
B1
120
B2
B3
C1
C2
C3
TMA
NA
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
NA
NA
NA
NA
NA
NA
NA
NA
0
+/- 10'-0"
+/- 10'-0"
+/- 10'-0"
+/- 10'-0"
+/- 10'-0"
+/- 10'-0"
+/- 10'-0"
+/- 10'-0"
3
3
3
3
3
3
3
3
240
1/2"NA +/- 10'-0" 3
A4
B4
C4
NA
NA
+/- 10'-0"
+/- 10'-0"
1/2"
1/2"
3
3
120
120
120
(1) RRUS-11 (1) 4415
(1) 4478
(1) RRUS-E2 (1) 4478 (1) 4426
(1) RRUS-32
KATHREIN 800-10965K
KATHREIN 800-10965K
0
0
0
240
240
240
+/- 31'-0"+/- 95'-0"
+/- 95'-0"
+/- 95'-0"
+/- 95'-0"
+/- 95'-0"
+/- 95'-0"
+/- 95'-0"
+/- 95'-0"
+/- 95'-0"
+/- 95'-0"
+/- 95'-0"
+/- 95'-0"
(1) RRUS-11 (1) 4415
(1) 4478
(1) RRUS-E2 (1) 4478 (1) 4426
(2) RRUS-32
(1) RRUS-11 (1) 4415
(1) 4478
(1) RRUS-E2 (1) 4478 (1) 4426
(1) RRUS-32
+/- 31'-0"
+/- 31'-0"
+/- 31'-0"
+/- 31'-0"
+/- 31'-0"
+/- 31'-0"
+/- 31'-0"
+/- 31'-0"
+/- 31'-0"
+/- 31'-0"
+/- 31'-0"
KATHREIN 800-10965K
QUINTEL QS6656-3
KATHREIN 800-10965K
KATHREIN 800-10965K
KATHREIN 800-10965K
CCI BSA-M65R-BUU-H6
KATHREIN 800-10965K
KATHREIN 800-10965K
KATHREIN 800-10965K
QUINTEL QS6656-3
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"
CLR
12"
CLR
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"
CLR
12"
CLR
P1000 UNISTRUT AS ALTERNATE
ATTACHMENT
SUNSHIELD
DUAL SWIVEL MOUNTING BRACKETS
MFR'S STANDARD
MOUNTING
BRACKETS
DUAL SWIVEL
MOUNTING
BRACKETS
##
############
################
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
ANTENNA MAKE AND MODEL
MANUFACTURER: KATHREIN
MODEL: 800-10965K
DIMENSIONS, HxWxD.in(min): 78.7" x 20.0" x 6.9"(IN)
WEIGHT: 97.6 lbs (W/ CLAMPS)
CONNECTOR:
8 x 7-16 DIN FEMALE LONG NECK
78
.7
"
1'-8"
6.9
"
FRONT
SIDE
TOP
3/4" = 1'-0"
KATHREIN 800-10965K
18
3/4" = 1'-0"
CCI BSA-M65R-BUU-H6
19
ANTENNA MAKE AND MODEL
MANUFACTURER: CCI
MODEL: BSA-M65R-BUU-H6
DIMENSIONS, HxWxD.in(min): 72" x 28.5" x 9.7"(IN)
WEIGHT: 96.3 lbs
CONNECTOR:
8 x 7-16 DIN FEMALE LONG NECK
72
"
28.5"
9.7
"
FRONT
SIDE
11 1 1/2" = 1'-0"RRUS-E2
ERICSSON RRUS-E2 REMOTE RADIO UNITCOLOR: GRAYDIMENSIONS: 20.39" TALL X 18.50" WIDE X 7.48" DEEP (INCLUDING SUNSHIELD)WIEGHT: +/- 53 LBS. (INCLUDING MOUNTING HARDWARE)
RRUS-E2 WITH SUNSHIELD
MFR'S STANDARD MOUNTING BRACKETS
18.50"
16"
CLR
12"
CLR
20.3
9"
7.48"
FRONT VIEW SIDE VIEW
TOP VIEW
SUNSHIELD
DUAL SWIVEL MOUNTING BRACKETS
15
1 1/2" = 1'-0"
RRUS-4478
ERICSSON RRUS-4478 REMOTE RADIO UNIT
COLOR: WHITE
DIMENSIONS: 16.5" TALL X 13.4" WIDE X 7.7" DEEP (INCLUDING SUNSHIELD)
WIEGHT: +/- 59.9 LBS. (EXCLUDING MOUNTING HARDWARE)
SIDE VIEW
MFR'S STANDARD MOUNTING BRACKETS
TOP VIEW
MFR'S STANDARD
MOUNTING
BRACKETS
SUNSHIELD
RRUW WITH SUNSHIELD
FRONT VIEW
7.7"
13.4"
16.5"
DUAL SWIVEL MOUNTING BRACKETS
5
3/8" = 1'-0"
ENLARGED ANTENNA PLAN
(P) AT&T ANTENNA, (4) PER
SECTOR, (12) TOTAL
(P) 35'-0" WATER TOWER
(P) DUAL SWIVEL MOUNT, VALMONT
PART # RRUDSM, TOTAL OF (12)
SE
CT
OR
AZ
IM
UT
H 0
A
S
E
C
T
O
R
A
Z
I
M
U
T
H
2
4
0
B
S
E
C
T
O
R
A
Z
I
M
U
T
H
1
2
0
C
8'-6"
2'-6"3'-0"3'-0"
31'-0" RAD CENTER
19'-0" EQUIPMENT
(P) AT&T RAYCAP DC-6 SURGE
SUPPRESSOR, (4) TOTAL
(P) AT&T RRH (22) TOTAL
8
'
-
0
"
2
'
-
6
"
2
'
-
6
"
3
'
-
0
"
8
'
-
6
"
2
'
-
6
"
3
'
-
0
"
3
'
-
0
"
05/21/18
100% ZD Submittal
F.O.G.
T-15515-9
B.K.W.
CVL00431
A02/15/18
90% ZD SUBMITTAL
5001 Executive Parkway
San Ramon, California 94583
PREPARED FOR
Plo
t D
ate
:5
/2
1/2
01
8 4
:2
6:2
7 P
M F
ile
N
am
eT
:\2
01
5\T
-1
55
15
_S
ho
re
2
S
ho
re
_A
T&
T N
SB
\C
VL
00
43
1-9
\C
VL
00
43
1 P
lym
ou
th
(B
ell R
d)\S
he
ets\A
-3
.1
A
nte
nn
a P
la
ns &
D
eta
ils.d
wg
P
lo
tte
d B
y:S
usa
n D
an
ie
ls
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
CVL00431
PLYMOUTH-BELL
ROAD
B 05/21/18100% ZD SUBMITTAL
ANTENNA PLANS
& DETAILS
A-3.1
4' 2' 4' 8'0
3/8"=1'-0"
N
1
3/4" = 1'-0"
DC-6 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
THE NUMBER OF
CONNECTORS WILL VARY
BASED ON ANTENNA TYPE.
NOTES
1)
ANTENNA BRACKET
PARTS:
ITEM
2
1
QTY
1
1
1
PIPE MOUNT (TYP)
VALMONT MICROFLECT
PART #B1478 OR
APPROVED EQUAL
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 ANTENNA -
REFER TO RF DATA SHEETS
2
3/4" = 1'-0"
ANTENNA MOUNT DETAIL
3 1 1/2" = 1'-0"RRUS-4426
ERICSSON RRUS-4426 REMOTE RADIO UNIT
COLOR: WHITE
DIMENSIONS: 16.5" TALL X 13.4" WIDE X 5.4" DEEP (INCLUDING SUNSHIELD)
WIEGHT: +/- 48.4 LBS. (EXCLUDING MOUNTING HARDWARE)
SIDE VIEW
MFR'S STANDARD MOUNTING BRACKETS
TOP VIEW
MFR'S STANDARDMOUNTINGBRACKETS
P1000 UNISTRUTAS ALTERNATEATTACHMENT
SUNSHIELD
RRUS WITH SUNSHIELD
12" C
LR.
16" C
LR.
P1000 UNISTRUT AS ALTERNATEATTACHMENT
FRONT VIEW
MOUNTING POLE
13.4"
16.5
"
5.8"
7 1 1/2" = 1'-0"RRUS-4415
ERICSSON RRUS-4415 REMOTE RADIO UNIT
COLOR: WHITE
DIMENSIONS: 16.5" TALL X 13.4" WIDE X 5.4" DEEP (INCLUDING SUNSHIELD)
WIEGHT: +/- 46.0 LBS. (EXCLUDING MOUNTING HARDWARE)
SIDE VIEW
MFR'S STANDARD MOUNTING BRACKETS
TOP VIEW
MFR'S STANDARDMOUNTINGBRACKETS
P1000 UNISTRUTAS ALTERNATEATTACHMENT
SUNSHIELD
RRUS WITH SUNSHIELD
12" C
LR.
16" C
LR.
P1000 UNISTRUT AS ALTERNATEATTACHMENT
FRONT VIEW
MOUNTING POLE
13.4"
16.5
"
5.4"
05/21/18
100% ZD Submittal
F.O.G.
T-15515-9
B.K.W.
CVL00431
A02/15/18
90% ZD SUBMITTAL
5001 Executive Parkway
San Ramon, California 94583
PREPARED FOR
Plo
t D
ate
:5
/2
1/2
01
8 4
:2
6:3
5 P
M F
ile
N
am
eT
:\2
01
5\T
-1
55
15
_S
ho
re
2
S
ho
re
_A
T&
T N
SB
\C
VL
00
43
1-9
\C
VL
00
43
1 P
lym
ou
th
(B
ell R
d)\S
he
ets\A
-3
.2
E
qu
ip
me
nt D
eta
ils.d
wg P
lo
tte
d B
y:S
usa
n D
an
ie
ls
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
CVL00431
PLYMOUTH-BELL
ROAD
B 05/21/18100% ZD SUBMITTAL
EQUIPMENT
DETAILS
A-3.2
NOTE:
PROPOSED AT&T ANTENNA & RADIO EQUIPMENT
TO BE LOCATED INSIDE RF-FRINEDLY FAUX WATER
TOWER, SHOWN DASHED FOR CLARITY
17
1/4" = 1'-0"
PROPOSED EAST ELEVATION
14'-0"
+/- 9'-5"
T.O. (P) WIC
+/- 0'-0"
FINISHED GRADE
15'-6"
(P) FIBER & DC POWER ROUTE
INSIDE TOWER LEG TO
EQUIPMENT
(P) LADDER W/ SAFETY CLIMB
(P) AT&T WIC
(P) AT&T H-FRAME W/ METER,
SERVICE DISCONNECT, CIENA AND
HOFFMAN BOX
(P) 6' WOOD FENCE
(P) 115KW DIESEL GENERATOR
EMERGENCY BACK UP W/ 54
GALLON TANK
Fibe
r Fi
ber
Fibe
r Pw
rPw
rPw
r
(P) AT&T PANEL ANTENNA, (4) PER SECTOR, (12) TOTAL
+/- 36'-0"
TOP OF (P) WATER TOWER
+/- 24'-4"
TOP OF STEEL DECK
(P) RRH (21) TOTAL
(P) ANTENNA SECTOR FRAME
+/- 34'-5"
TOP OF (P) ANTENNAS
(P) DC6 (4) TOTAL
+/- 31'-0"
AT&T RAD CENTER OF (P) ANTENNAS
+/- 16'-11"
TOP OF STEEL DECK
+/- 19'-0"
TOP OF RRH
(P) 90'-0" FAUX WATER TOWER
WITH PAINTED "WEATHERED
RUSTED" DESIGN .
9
1/4" = 1'-0"
PROPOSED WEST ELEVATION
+/- 0'-0"
FINISHED GRADE
+/- 9'-5"
T.O. (P) WIC
NOTE:
PROPOSED AT&T ANTENNA & RADIO EQUIPMENT
TO BE LOCATED INSIDE RF-FRINEDLY FAUX WATER
TOWER, SHOWN DASHED FOR CLARITY
(P) AT&T WIC
(P) AT&T H-FRAME W/ METER,
SERVICE DISCONNECT, CIENA AND
HOFFMAN BOX
(P) 6' WOOD FENCE
(P) 15KW DIESEL GENERATOR
EMERGENCY BACK UP W/ 54
GALLON TANK
14'-0"
15'-6"
(P) FIBER & DC POWER ROUTE
INSIDE TOWER LEG TO
EQUIPMENT
(P) LADDER W/ SAFETY CLIMB
Fibe
r Fi
ber
Fibe
r Pw
rPw
rPw
r
(P) AT&T PANEL ANTENNA, (4) PER SECTOR, (12) TOTAL
+/- 36'-0"
TOP OF (P) WATER TOWER
+/- 24'-4"
TOP OF STEEL DECK
(P) RRH (21) TOTAL
(P) ANTENNA SECTOR FRAME
+/- 34'-5"
TOP OF (P) ANTENNAS
(P) DC6 (4) TOTAL
+/- 31'-0"
AT&T RAD CENTER OF (P) ANTENNAS
+/- 16'-11"
TOP OF STEEL DECK
+/- 19'-0"
TOP OF RRH
(P) 90'-0" FAUX WATER TOWER WITH
PAINTED "WEATHERED RUSTED" DESIGN .
05/21/18
100% ZD Submittal
F.O.G.
T-15515-9
B.K.W.
CVL00431
A02/15/18
90% ZD SUBMITTAL
5001 Executive Parkway
San Ramon, California 94583
PREPARED FOR
Plo
t D
ate
:5
/2
1/2
01
8 4
:2
6:4
6 P
M F
ile
N
am
eT
:\2
01
5\T
-1
55
15
_S
ho
re
2
S
ho
re
_A
T&
T N
SB
\C
VL
00
43
1-9
\C
VL
00
43
1 P
lym
ou
th
(B
ell R
d)\S
he
ets\A
-4
.1
P
ro
po
se
d E
le
va
tio
ns.d
wg P
lo
tte
d B
y:S
usa
n D
an
ie
ls
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
CVL00431
PLYMOUTH-BELL
ROAD
B 05/21/18100% ZD SUBMITTAL
ELEVATIONS
A-4.1
1/4"=1'-0"
02'4' 4' 8'0
1/4"=1'-0"
02'4' 4' 8'0
(P) AT&T WIC
9
1/4" = 1'-0"
PROPOSED NORTH ELEVATION
+/- 9'-5"
T.O. (P) WIC
+/- 0'-0"
FINISHED GRADE
NOTE:
PROPOSED AT&T ANTENNA & RADIO EQUIPMENT
TO BE LOCATED INSIDE RF-FRINEDLY FAUX WATER
TOWER, SHOWN DASHED FOR CLARITY
(P) AT&T H-FRAME W/ METER,
SERVICE DISCONNECT, CIENA AND
HOFFMAN BOX
(P) 6' WOOD FENCE
14'-0"
15'-6"
(P) FIBER & DC POWER ROUTE
INSIDE TOWER LEG TO
EQUIPMENT
(P) LADDER W/ SAFETY CLIMB
Fibe
r Fi
ber
Fibe
r Pw
rPw
rPw
r
(P) AT&T PANEL ANTENNA, (4) PER
SECTOR, (12) TOTAL
+/- 36'-0"
TOP OF (P) WATER TOWER
+/- 24'-4"
TOP OF STEEL DECK
(P) RRH (21) TOTAL
(P) ANTENNA SECTOR FRAME
+/- 34'-5"
TOP OF (P) ANTENNAS
(P) DC6 (4) TOTAL
+/- 31'-0"
AT&T RAD CENTER OF (P) ANTENNAS
+/- 16'-11"
TOP OF STEEL DECK
+/- 19'-0"
TOP OF RRH
(P) 90'-0" FAUX WATER TOWER
WITH PAINTED "WEATHERED
RUSTED" DESIGN .
03/21/18
100% ZD Submittal
F.O.G.
T-15515-9
B.K.W.
CVL00431
A02/15/18
90% ZD SUBMITTAL
5001 Executive Parkway
San Ramon, California 94583
PREPARED FOR
Plot D
ate:3/21/2018 3:13:55 P
M F
ile N
am
eT
:\2015\T
-15515_S
hore 2 S
hore_A
T&
T N
SB
\C
VL00431-9\C
VL00431 P
lym
outh (B
ell R
d)\S
heets\A
-4.2 P
roposed E
levations.dw
g P
lotted B
y:T
odd Law
rence
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
CVL00431
PLYMOUTH-BELL
ROAD
B 03/21/18100% ZD SUBMITTAL
ELEVATIONS
A-4.2
1/4"=1'-0"
02'4' 4' 8'0
EMERGENCY BACKUP
GENERATOR SPECS
A-5
05/21/18
100% ZD Submittal
F.O.G.
T-15515-9
B.K.W.
CVL00431
A02/15/18
90% ZD SUBMITTAL
5001 Executive Parkway
San Ramon, California 94583
PREPARED FOR
Plo
t D
ate
:5
/2
1/2
01
8 4
:4
1:3
8 P
M F
ile
N
am
eT
:\2
01
5\T
-1
55
15
_S
ho
re
2
S
ho
re
_A
T&
T N
SB
\C
VL
00
43
1-9
\C
VL
00
43
1 P
lym
ou
th
(B
ell R
d)\S
he
ets\A
-5
.1
E
me
rg
en
cy B
acku
p G
en
era
to
r S
pe
cs.d
wg
P
lo
tte
d B
y:S
usa
n D
an
ie
ls
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
CVL00431
PLYMOUTH-BELL
ROAD
B 05/21/18100% ZD SUBMITTAL
05/21/18
100% ZD Submittal
F.O.G.
T-15515-9
B.K.W.
CVL00431
A02/15/18
90% ZD SUBMITTAL
5001 Executive Parkway
San Ramon, California 94583
PREPARED FOR
Plo
t D
ate
:5
/2
1/2
01
8 4
:3
9:5
6 P
M F
ile
N
am
eT
:\2
01
5\T
-1
55
15
_S
ho
re
2
S
ho
re
_A
T&
T N
SB
\C
VL
00
43
1-9
\C
VL
00
43
1 P
lym
ou
th
(B
ell R
d)\S
he
ets\E
-2
P
ow
er S
in
gle
L
in
e D
ia
gra
m, P
an
el S
ch
ed
ule
&
, D
eta
ils.d
wg
P
lo
tte
d B
y:S
usa
n D
an
ie
ls
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
CVL00431
PLYMOUTH-BELL
ROAD
B 05/21/18100% ZD SUBMITTAL
POWER SINGLE LINEDIAGRAM, PANEL
SCHEDULE &, DETAILS
E-2
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.
ABBREVIATIONS:
BCW BARE COPPER WIREBTS BASE TRANSCEIVER STATIONC CONDUIT(E) EXISTINGEG EQUIPMENT GROUND(F) FUTUREFACP FIRE ALARM CONTROL PANELGEN GENERATORIG ISOLATED GROUNDIMC INTERMEDIATE METAL CONDUITLFMC LIQUID TIGHT FLEXIBLE METAL CONDUITMCM MILLION CIRCULAR MILLSMI MECHANICAL INTERLOCKMP&S SEE MECHANICAL PLANS & SPECIFICATIONS(N) NEWNEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATIONNL NIGHT LIGHT - FIXTURE TO BE UNSWITCHEDPFB PROVISION FOR FUTURE BREAKERPVC POLYVINYL CHLORIDE CONDUIT(R) RELOCATERG RELAY TO MONITOR GENERATOR POWERRU RELAY TO MONITOR UTILITY POWERTYP TYPICALUON UNLESS OTHERWISE NOTEDWP WEATHERPROOFGFCI GROUND FAULT CIRCUIT INTERRUPTER
NOTE: SYMBOLS INDICATED ABOVE MAY NOT NECESSARILY APPEAR ASPART OF THESE DRAWINGS IF NOT REQUIRED.
11 N.T.S.SINGLE LINE DIAGRAM
13 N.T.S.ABBREVIATIONS
UTILITY120/240V, 1PH, 3W
LEGEND:MI = MECHANICAL INTERLOCKRU = RELAY TO MONITOR UTILITY POWERRG = RELAY TO MONITOR GENERATOR POWER
200A, 1 PHASEGENERATOR CAMLOKINTERFACE PANEL
DISTRIBUTION PANEL200 AMP, 1 PHASE, 120/240V TRANSFER DEVICE,30 POSITION LOAD CENTER,20 AMP GFI RECEPTACLE,AC SURGE ARRESTOR WITH ALARMS,
CIENA
#2 AWG GROUND
MI
RU
N
TELEPHONE COMPANY SERVICE
G
FIBER BOX
2" C
2" C (3) #3/0, (1) #2 GROUND
SURGE ARRESTER
30/2
#2 GROUNDING ELECTRODECONDUCTOR TO GROUND RING
#2 AWG SUPPLEMENTAL, EQUIPMENTGROUND CONDUCTOR TO GROUND BAR.
GROUND RING
#2 BOND TO GROUND RING
MASTER GROUND BAR
EMERSONDC POWER
RACK
DUW/DULRACK w/
SURGESUPPRESSION 48V DC
CABLE ASREQUIRED
EXOTHERMIC WELD
TRANSPORTRACK
w/ SIAD48V DCCABLE ASREQUIRED
NOTE:FOR GROUNDING SYSTEM SEESHEET G-1
RRU-48VDC
48V DCCABLE ASREQUIRED
2" C TYPICAL WITH(3) 4 PAIR CAT 5 STP FORTELCO SERVICE(1) 26 CONDUCTOR EXTERNALALARM CABLE
SEE PLAN FORNUMBER OF RUNS
SEE PANEL SCHEDULE FOR BREAKERSAND LOADS.
#2 GROUNDING ELECTRODE, #2BOND TO GROUNDING ROD
TO GROUND RING
200/2 - TYPICAL OF 2 BREAKERS
200A, 1 PHASE 15KW 822-100-D-15DC POLAR DIESEL GENERATOR
200/2
(2) 500MCM (MINIMUM) (1 PERPOLARITY) CABLES FOR DCGENERATOR IN 1" CONDUIT
#2 TINNED BCW GROUNDGENERATOR CHASSIS TOGROUND RING BELOW
30/2
30/2
AGC
MMETER ANDMAIN BREAKERw/ GFCI OUTLET
(1) 1" C(3) #8 THWN CU (1)#10 GROUND
350A DC CB ASSY IN -48V LEG
(2) 500MCM FLEX GRAY (1 PERPOLARITY) CABLES FOR DCGENERATOR
9 N.T.S.WIC A/C PANEL SCHEDULE
NOTES:
1. ALL WIRE TO BE #12 THHN/THWN UNLESS NOTEDOTHERWISE.
COLOR CODE:· AO = BLACK· BO = RED· NEUTRAL = WHITE· GROUND = GREEN
2. ALL WORK TO CONFORM TO N.E.C. LATEST STATEADOPTED EDITION.
3. LABEL SERVICE DISCONNECT WITH A RED TAG.
4. SWITCH LEG CONDUCTORS SHALL BE THE SAMECOLOR AS CIRCUIT CONDUCTORS.
5. PULL WIRES TO END OF FLEXIBLE NONMETALLICCONDUIT. COIL 3'-0" AT END OF FLEXIBLENONMETALLIC CONDUIT & TAG.
6. PULL ONE GROUND CONDUCTOR PER FLEXIBLENONMETALLIC CONDUIT. FOR ALL OTHER CIRCUITSPULL A SEPARATE CONDUCTOR.
7. ALL GFCI RECEPTACLES TO HAVE A DEDICATEDGROUND WIRE.
8. EQUIPMENT TERMINATION LUGS AND CONDUCTORSARE RATED AT A MINIMUM OF 75°C.
KEY:
= PHOTOCELL
= MOTION DETECTOR
PCM-#
= CONDUIT GROUND
= NON-DEDICATED GROUND
= DEDICATED GROUND(#)= ISOLATED GROUND<#>
PANEL DESIGNATION: ELECTRICAL PANEL (ITEM 1)
VOLTAGE: 120/240MAIN LUGS: N/A
CYCLE: 60MAIN BREAKER: 200 AMP
PHASE: 1MAIN BREAKER A.I.C RATING: 22,000 A.I.C
WIRES: 3 MAIN COPPER BUS: 200 AMP NEUTRAL: 200 AMPSBRANCH BREAKER A.I.C RATING: 10,000 A.I.C
BRANCH BREAKER TYPE: SQUARE D - BOLT ON
DESCRIPTION
SHELF 1 & SHELF 3 - PCU #11357911131517192123252729
7.600 6.600SUBTOTALCONTINUOUS
SUBTOTALNON-CONTINUOUS
SUBTOTALSUB-PANEL
-
- -
-
LOAD
UNITKVAQ
TY.
1111
1.0001
11
111
1.000
LOAD PERPHASE (VA)
PHASE
A B
WIR
E C
OLO
R
LOA
DS
CO
NTIN
UOUS
LOA
DS
NO
N-C
ON
TINUO
US
LOA
DS
SUB-
PAN
EL
GRO
UND
ING
WIR
ESI
ZE
TRIP
X
X
X
X
BLKREDBLKREDBLKREDBLKREDBLKREDBLKREDBLKREDBLK
WIR
E SI
ZE
8
8
8
8
12
(10) 30
(10) 30
(10) 30
(10) 20
12 20
TRIP
GRO
UND
ING
WIR
ESI
ZE
WIR
E SI
ZE
LOA
DS
SUB-
PAN
EL
LOA
DS
NO
N-C
ON
TINUO
US
LOA
DS
CO
NTIN
UOUS
WIR
E C
OLO
R LOAD PERPHASE (VA)
PHASE
A B
UNITKVA Q
TY.
DESCRIPTION
LOAD
BLKREDBLKREDBLKREDBLKREDBLKREDBLKREDBLKREDBLK
X
30 (10) 8
SUBTOTALCONTINUOUS
SUBTOTALNON-CONTINUOUS
SUBTOTALSUB-PANEL
3.00
.72 .72
- -
1.000
1111
TOTAL KVACONTINUOUS x 1.25
TOTAL KVANON-CONTINUOUS
TOTAL KVA SUB-PANEL
TOTAL KVATOTAL AMPS
2468
1012141618202224262830
25.25
1.44
26.69111.20
-
1.0001.0001.0001.0001.000
1.000
1.0001.000
1.0001.000
1.000
1.000
X
SPACESPACESPACESPACE
SPACE
20 12 12 .72 0.180 EXTERIOR FLOOD LIGHTSAPPLIANCE OUTLETS
1HVAC #1 3.6
3.63.6
3.6X
20 12 12 .72 0.180 EXT GFCI OUTLET1
SPACESPACE
SPACESPACE
SPACESPACESPACESPACE
1.000 11.000 1
1.000
SHELF 1 & SHELF 3 - PCU #3
SHELF 2 & SHELF 4 - PCU #1
SHELF 1 & SHELF 3 - PCU #4
SHELF 1 & SHELF 3 - PCU #2
1.0001.000
1.0001.000
1.0001.0001.0001.000
SHELF 2 & SHELF 4 - PCU #21
30 (10) 8 X
30 (10) 8 X
X
3.00
==
PT
14 3/4" = 1'-0"UTILITY TRENCH DETAIL
COOPER B-LINE DB30 ( FOR 24" TRAY )TRAY SUPPORT. INSTALL @ 4'-0" O.C..ADHERE TO ROOF WITH COMPATIBLEE.D.P.M. SEALANT. OR PVC MICROFLECT25756 OR EQUAL ROOFING MASTIC TOPREVENT MOVEMENT.PRESSURE TREATED WOOD ALTERNATE: 4 X 4 X 30 FOR 24" TRAY 4 X 4 X 18 FOR 12" TRAY 4 X 4 X 12 FOR 6" TRAY
NOTE:WHEN CABLE TRAY COVERS ARE SPECIFIED, THEY SHALL BE INSTALLED IN ACCORDANCE WITHMANUFACTURERS INSTALLATION PROCEDURES AND INSTRUCTIONS FOR 'HIGH WINDCONDITIONS'. THIS INCLUDES CONNECTOR TYPE AND SPACING.
PER PLAN
CABLE TRAY COVER
PROVIDE EDGE PROTECTION ATALL EXPOSED EDGES
PROVIDE SOLID BOTTOM TRAYAT GRADE
N0TES:1. RUN #2 AWG BCW GROUND CONDUCTOR
ALONG OUTSIDE OF CABLE TRAY PER ELEC. ANDGROUNDING AT BOTH ENDS
2. CABLE TRAYS SHALL BE FREE OF SHARP OBJECTSAND BURRS WHICH COULD INJURE CABLES.COVERS SHOULD BE FASTENED USING HOLDDOWN CLIPS. SHEET METAL SCREWS ARE NOTACCEPTABLE.
3. PROVIDE HURRICANE / WIND CLAMPS EACHSIDE, EACH SUPPORT BLOCK
#2 AWG GREENINSULATED GROUNDINGJUMPER. CONNECT TOALL CABLE TRAYCONNECTIONS WITHMECHANICALCONNECTIONS
HURRICANE /WIND CLAMPSFASTENED TOUNISTRUT WITH 3/8"X 1-1/4" LONGMACHINE BOLTSTO SPRING NUT.
RUNGS @ 9" O.C., 4" LOADINGDEPTH. SUPPORT CABLES WITHTIE-WRAPS OR STAINLESS STEEL
CLAMPS (THREE CLAMPS EVERY12' TRAY SECTION)
13 3/4" = 1'-0"HORIZONTAL CABLETRAY
ATT
PWR
OUT
CA
RRIE
R
FTP / OPN
PWR IN CONDUIT
GND
ATT
FIB
ERIN PW
R
OUT
GN
D
24"
24"
8"
1. 24"X24"X8" BOX MOUNTED NEXT TO OR BELOW EQUIPMENTLOCATION.2. 3/4 " BACKBOARD IN BOX3. POWER LEADS MUST BE IN FLEX CONDUIT4. 6"X6"X4" PLASTIC BOX MOUNTED ON RIGHT SIDE OF BACKBOARD5. TERMINATION BLOACK TO BE PLACED IN 6X6 WITH FUSE6. RUN GROUND WIRE ALONG OUTSIDE EDGE ON RIGHT SIDE OFBOX. MOVE GROUNDING BUSS TO RIGHT SIDE IF NECESSARY.7. STUB OUT FLEX CONDUIT FROM TOPOF BOX TO MATCH 3931CONDUIT POORTS.STUBS SHOULD BE 10 TO 12 INCHES IN LENGTH.8. CARRIER WILL TERMINATE P[OWER ON ONE SIDE OF TERMINATIONBLOCK. AT&T WILL TERMINATE ON THEIR SIDE, AND POP IN FUSE9. FUSE SHOULD BE LEFT IN BOX PRIOR TO TURN UP
NOTES:
CIENA 3931 OR UAM
NTSAT&T TELCO PULL CAN
PATCH & MATCHEXISTING SURFACE FINISH GRADE
COMPACTED BASE FILL &FINISH AS NEEDED (95%COMPACTION MIN .)
SAND BACKFILL
NATIVE BACKFILL
24"MIN
3"MIN
3"MIN
12" MIN.
24" TYP.COMMUNICATIONPOWER
LEGEND
P
T
3
DISCONNECT2" C (3) #3/0, (1) #2 GROUND
(1) 4" SCH. 80 C, (1)#300, TYP. OF (3)