21-176 Encroachment Agreement, GTE Mobilnet of California Limited Partnership, dba Verizon Wireless, R.O.W, 5999 Sutton Park PlaceHeather M. Minner
Heather M. Minner
City Engineer
Chad Mosley
Kirsten Squarcia City Dec 8, 2020
Attachment 1
Licensed Area
See attached.
T-1
TITLE SHEET
DRAWN BY:
CHECKED BY:BPM
APE
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
0 04/06/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
SF_CUPERTINO_123
(NEAR) 5999 SUTTON PARK PL
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
1 06/24/20 100% CD REV 1
2 10/23/20 100% CD PLAN CHECK
SITE INFORMATIONVICINITY MAPPOLE PHOTO
N
DRAWING INDEX
T-1
SHEET NO.
TITLE SHEET
T-2 GENERAL NOTES
A-1 SITE PLAN & ENLARGED SITE PLAN
A-3
A-4
ELEVATIONS
CIRCUIT DIAGRAM
D-1 DETAILS
CODE COMPLIANCE
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 CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES.
•2019 CALIFORNIA CODE
•2019 CALIFORNIA BUILDING CODE (CBC), BASED ON THE 2018 IBC
•2019 CALIFORNIA RESIDENTIAL CODE (CRC), BASED ON THE 2018 IRC
•2019 CALIFORNIA ELECTRICAL CODE (CEC), BASED ON THE 2017 NEC
•2019 CALIFORNIA MECHANICAL CODE (CMC), BASED ON THE 2018 UMC
•2019 CALIFORNIA PLUMBING CODE (CPC), BASED ON THE 2018 UPC
•2019 CALIFORNIA GREEN BUILDINGS STANDARDS CODE (CALGREEN)
•2019 CALIFORNIA FIRE CODES WITH ALL LOCAL AMENDMENTS
•ANY LOCAL BUILDING CODE AMENDMENTS TO THE ABOVE
•CITY / COUNTY ORDINANCES
SHEET TITLE
ACCESSIBILITY REQUIREMENTS FOR PERSONS WITH DISABILITIES:
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. ACCESSIBILITY IS
NOT REQUIRED IN ACCORDANCE WITH CALIFORNIA ADMINISTRATIVE STATE
CODE PART 2, TITLE 24, CHAPTER 11B, SECTION 1103B.
SURVEY
PROJECT TEAM PROJECT DESCRIPTION
D-2 DETAILS
VERIZON WIRELESS PROPOSES TO INSTALL A NEW WIRELESS COMMUNICATION SITE ON A LIGHT POLE IN THE PUBLIC RIGHT-OF-WAY.
SCOPE:
•INSTALL (1) NEW CANISTER ANTENNA INSIDE NEW FRP CONCEALMENT SHROUD ON TOP OF POLE
•INSTALL (2) 5G ANTENNA/RADIOS
•INSTALL (2) RRUS-32 RADIOS
•INSTALL (2) PSU-AC08 BEHIND RADIOS
•INSTALL NEW COAX FROM EQUIPMENT TO NEW ANTENNA WITHIN POLE
•INSTALL (1) NEW SMART METER / DISCONNECT ON SIDE OF POLE
•INSTALL NEW POLE AND FOUNDATION TO REPLACE EXISTING
THE UTILITIES SHOWN HEREIN ARE FOR THE CONTRACTORS CONVENIENCE
ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE
ENGINEER/SURVEYOR ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS
SHOWN AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
ALL THE UTILITIES WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO
THE (E) UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY
OF THE CONTRACTOR.
CALL 811 BEFORE YOU DIG
IT'S THE LAW
MODUS PROJECT MANAGER:
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA 94108
PHONE: (415) 989.1102
EMAIL: VERIZONPOLYGONTEAM@MODUS-CORP.COM
CONSTRUCTION/IMPLEMENTATION MANAGER:
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA 94108
PHONE: (415) 989.1102
EMAIL: VERIZONPOLYGONTEAM@MODUS-CORP.COM
A&E PROJECT MANAGER:
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA 94108
PHONE: (415) 989.1102
EMAIL: VERIZONPOLYGONTEAM@MODUS-CORP.COM
APPLICANT:
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA 94598
CONTACT: CHRIS MOLLER
PHONE: (925) 339.2778
EMAIL: CHRIS.MOLLER@VERIZONWIRELESS.COM
LAND USE PLANNER:
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA 94108
PHONE: (415) 989.1102
EMAIL: VERIZONPOLYGONTEAM@MODUS-CORP.COM
SITE ACQUISITION:
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA 94108
PHONE: (415) 989.1102
EMAIL: VERIZONPOLYGONTEAM@MODUS-CORP.COM
D-3 POLE SPECS
C-1
A-2 ELEVATIONS
SITE ID:
SITE TYPE:
POLE #:
COUNTY:
PSLC:
SF_CUPERTINO_123
LIGHT POLE
21897
SANTA CLARA
474533
SF_CUPERTINO_123
(NEAR) 5999 SUTTON PARK PL
CUPERTINO, CA 95014
SITE ADDRESS:
OWNER:
APPLICANT:
LATITUDE:
LONGITUDE:
COUNTY:
ASSESSORS PARCEL NUMBER:
ZONING:
ELEVATION:
CITY OF CUPERTINO
10300 TORRE AVE
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA 94598
37.3116599 NAD83
-122.0076511 NAD83
SANTA CLARA
PUBLIC RIGHT OF WAY
NEAR 375-35-043
CITY OF CUPERTINO
210.11' AMSL5999 SUTTON PARK PLACE
(NEAR) 5999 SUTTON PARK PL
CUPERTINO, CA 95014
SITE
E-1 ELECTRICAL GENERAL NOTES
E-2 ONE-LINE DIAGRAM & GROUNDING SCHEMATIC
E-3 ELECTRICAL DETAILS
D-4 CITY STANDARD DETAILS
DRAWN BY:
CHECKED BY:BPM
APE
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
0 04/06/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
SF_CUPERTINO_123
(NEAR) 5999 SUTTON PARK PL
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
1 06/24/20 100% CD REV 1
2 10/23/20 100% CD PLAN CHECK
T-2
GENERAL NOTES
GENERAL CONSTRUCTION NOTES APPLICABLE CODES, REGULATIONS AND STANDARDS:
GENERAL TRENCHING NOTES
1. MAINTAIN 24" MINIMUM COVER FOR ALL ELECTRICAL CONDUITS, U.O.N.
2. MAINTAIN 30" MINIMUM COVER FOR ALL TELECOMMUNICATIONS CONDUITS.
3. MINIMUM 1" SAND SHADING BELOW CONDUITS, AND 6" COVERING ON TOP OF
CONDUITS REQUIRED.
4. REFER TO SHEET E-1 FOR ADDITIONAL REQUIREMENTS
GENERAL GROUNDING NOTES
1. GROUNDING SHALL BE TESTED AT 5 OHMS OR LESS.
2. WOOD MOLDING, STAPLED EVERY 3'-0" AND AT EACH END.
GENERAL CONDUIT NOTES
1. ALL CONDUITS WILL BE MANDRELED AND EQUIPPED WITH 3/8" PULL ROPE.
2. SCHEDULE 40 CONDUIT FOR UNDERGROUND USE.
3. SCHEDULE 80 CONDUIT FOR RISER USE AND ELSEWHERE AS NOTES. TRANSITION
FROM SCHEDULE 40 PVC OR RIGID STEEL CONDUIT TO SCHEDULE 80 USING
APPROVED FITTINGS DESIGNED TO PROVIDE A SMOOTH INTERIOR WALL
TRANSITION TO THE REDUCED INTERIOR DIAMETER OF SCHEDULE 80. ADJUST
CONDUIT SIZE IF NECESSARY TO MAINTAIN THE INTERIOR AREA REQUIRED FOR
THE WIRING SPECIFIED.
4. GALVANIZED STEEL CONDUIT FOR ANY CONDUIT UNDER 3", STUB UP 10" THEN
CONVERT TO SCHEDULE 80.
5. CONTRACTOR TO STUB UP POLE 10" w/ 3" POWER CONDUIT. POWER COMPANY
TO CONVERT FROM 3" STUB SCHEDULE 80 TO 2" SCHEDULE 80 FROM TOP OF
STUB UP.
6. ZRC COLD GALVANIZING COMPOUND OR EQUIVALENT IS REQUIRED ON
EXPOSED THREADS IN RIGID STEEL CONDUIT AND THE CUT ENDS OF SUPPORT
STRUTS, ETC. TO PREVENT RUSTING.
TYPICAL R.O.W. POLE CONSTRUCTION NOTES
1. CABLE NOT TO IMPEDE 15" CLEAR SPACE OFF POLE FACE.
2. ALL CLIMB STEPS NEXT TO CONDUIT SHALL HAVE EXTENDED STEPS.
3. NO BOLT THREADS TO PROTRUDE MORE THAN 1-1/2"
4. ALL HOLES IN POLE LEFT FROM REARRANGEMENT OF CLIMB STEPS TO BE FILLED.
5. 6+2576:((3681'(5$17(11$$50$//&$%/(6086775$16,7,2121
THE INSIDE OR BOTTOM OF THE ARM (NO CABLE ON TOP OF ARM).
6.86( &211(&725$7&$%/(&211(&7,21)25201,'2:1$17(11$6
7. USE CABLE CLAMPS TO SECURE CABLE TO ARMS, PLACE 2" CABLE I.D. TAGS
ON BOTH SIDES OF ARMS.
8. USE 1/2" DIA. CABLE ON ANTENNAS UNLESS OTHERWISE SPECIFIED.
9. PLACE GPS ON ARM OF SOUTHERN SKY EXPOSURE AT MINIMUM 6" FROM
TRANSMIT ANTENNA WHICH IS 24" AWAY FROM CENTER OF POLE.
10. FILL VOID AROUND CABLES AT CONDUIT OPENING WITH FOAM SEALANT TO
PREVENT WATER INTRUSION.
W
ALTERNATE
COLUMN
L
CONTRACTOR REQUIREMENTS
DO NOT SCALE OFF DRAWINGS
CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON
THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY
DISCREPANCIES BEFORE PROCEEDING WITH THE WORK
GENERAL NOTES
1. PLANS ARE INTENDED TO BE DIAGRAMMATIC ONLY, UNLESS NOTED OTHERWISE.
THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT,
APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS
INDICATED ON THE DRAWINGS.
2. THE CONTRACTOR SHALL OBTAIN, IN WRITING, AUTHORIZATION TO PROCEED
BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY
THE CONTRACT DOCUMENTS.
3. CONTRACTOR SHALL CONTACT USA (UNDERGROUND SERVICE ALERT) AT (800)
227-2600, FOR UTILITY LOCATIONS, 2 WORKING DAYS BEFORE PROCEEDING
WITH ANY EXCAVATION, SITE WORK OR CONSTRUCTION.
4. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS
SPECIFICALLY INDICATED OTHERWISE, OR WHERE LOCAL CODES OR
REGULATIONS TAKE PRECEDENCE.
5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CBC'S
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.
6. REPRESENTATIONS 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 DISCREPANCY IS FOUND
BETWEEN THE VARIOUS ELEMENTS OF THE 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.
7. THE BUILDING DEPARTMENT ISSUING THE PERMITS SHALL BE NOTIFIED AT LEAST
TWO WORKING DAYS PRIOR TO THE COMMENCEMENT OF WORK, OR AS
OTHERWISE STIPULATED BY THE CODE ENFORCEMENT OFFICIAL HAVING
JURISDICTION.
8. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE AREA
LINES, UNLESS OTHERWISE NOTED.
9. 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 RESPONSIBLE 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 SCHEDULES AND METHODS OF REMOVING OR
ADJUSTING EXISTING UTILITIES.
10. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES, BOTH HORIZONTAL AND
VERTICALLY, PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES OR
DOUBTS AS TO THE INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY
REPORTED TO THE ARCHITECT / ENGINEER FOR RESOLUTION AND INSTRUCTION,
AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY 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.
11. 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.
12. ANY EXISTING COMPONENTS DISTURBED DURING CONSTRUCTION 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.
13. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS,
UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE
WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
REQUIREMENTS.
A.B.
ABV.
ADD'L
ACCA
A.F.F.
A.F.G.
AGL
ALUM
ALT.
AMSL
ANT.
APPRX.
ARCH.
AWG.
BLDG.
BLK.
BLKG
BM.
B.N.
BN
CAB.
BTCW.
B.O.
B.O.F.
CANT.
C.I.P.
CLG.
CLR.
COL.
CONC.
CONN.
CONST.
CONT.
d
DBL.
DEPT.
D.F.
DIA.
DIAG.
DIM.
DWG.
DWL.
EA.
EL.
ELEC.
ELEV.
EMT.
E.N.
ENG.
EQ.
EXP.
EXST.(E)
EXT.
FAB.
GPS
GLB.
(GLU-LAM)
G.F.I.
GI.
GA.
G.
FTG.
FT.(')
F.S.
F.O.W.
F.O.S.
F.O.M.
F.O.C.
FDN.
FLR.
FIN.
F.G.
F.F.
ANCHOR BOLT
ABOVE
ANTENNA CABLE COVER
ASSEMBLY
ADDITIONAL
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
ABOVE GROUND LEVEL
ALUMINUM
ABOVE SEA LEVEL
ANTENNA
APPROXIMATE(LY)
ARCHITECT(URAL)
AMERICAN WIRE GAUGE
BUILDING
BLOCK
BLOCKING
BEAM
BOUNDARY NAILING
BACK-UP CABINET
CABINET
BARE TINNED COPPER WIRE
BOTTOM
BOTTOM OF FOOTING
CANTILEVER(ED)
CAST IN PLACE
CEILING
CLEAR
CONCRETE
CONNECTION(OR)
CONSTRUCTION
CONTINUOUS
PENNY (NAILS)
DOUBLE
DEPARTMENT
DOUGLAS FIR
DIAMETER
DIAGONAL
DIMENSION
DRAWING(S)
DOWEL(S)
EACH
ELEVATION
ELECTRICAL
ELEVATOR
ELECTRICAL METALLIC
TUBING
EDGE NAIL
ENGINEER
EQUAL
EXPANSION
EXISTING
EXTERIOR
FABRICATION(OR)
FINISH FLOOR
FINISH GRADE
FINISH(ED)
FLOOR
FOUNDATION
FACE OF CONCRETE
FACE OF MASONRY
FACE OF STUD
FACE OF WALL
FINISH SURFACE
FOOT(FEET)
FOOTING
GROWTH(CABINET)
GAUGE
GALVANIZE(D)
GROUND FAULT CIRCUIT
INTERRUPTER
GLUE LAMINATED
BEAM
GLOBAL POSITIONING
SYSTEM
GRND. GROUND
HEADERHDR.
HGR. HANGER
HEIGHTHT.
ICGB. ISOLATED COPPER
GROUND BUS
INCH(ES)IN.(")
INT.INTERIOR
LB.(#)
L.B.
L.F.
LAG BOLTS
POUND(s)
LINEAR FEET(FOOT)
MAS. MASONRY
LONGITUDINAL
MAXIMUMMAX.
M.B.
MECH.
MFR.
MIN.
MISC.
MTL.METAL
MISCELLANEOUS
MINIMUM
MANUFACTURER
MECHANICAL
MACHINE BOLT
LP
C
WT.
W.P.
WD.
W/
V.I.F.
U.L.
U.N.O.
U.G.
TYP.
T.O.W.
T.O.S.
T.O.P.
T.O.F.
T.O.C.
T.O.A.
T.N.
THK.
TEMP.
STRUC.
STL.
STD.
S.S.
SQ.
SPEC.
SIM.
SHT.
SCH.
RGS.
REQ'D.
REINF.
REF.
RAD.(R)
QTY.
PWR.
P.T.
P.S.I.
P.S.F.
PRC.
PPC.
PLY.
PCS
P/C
OPNG.
O.C.
N.T.S.
NO.(#)
(N)NEW
NUMBER
NOT TO SCALE
OPENING
PRE CAST CONCRETE
PERSONAL COMMUNICATION
SERVICES
PLYWOOD
POWER PROTECTION CABINET
PRIMARY FLEXING CABINET
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PRESSURE TREATED
POWER (CABINET)
QUANTITY
RADIUS
REFERENCE
REINFORCING
REQUIRED
RIGID GALVANIZED STEEL
SCHEDULE
SHEET
SIMILAR
SPECIFICATION(S)
SQUARE
STAINLESS STEEL
STANDARD
STEEL
STRUCTURAL
TEMPORARY
THICKNESS
TOE NAIL
TOP OF ANTENNA
TOP OF CURB
TOP OF FOUNDATION
TOP OF STEEL
TOP OF WALL
TYPICAL
UNDER GROUND
UNDERWRITES LABORATORY
UNLESS NOTED OTHERWISE
VERIFY IN FIELD
WIDE(WIDTH)
WITH
WOOD
WEATHERPROOF
WEIGHT
CENTERLINE
PLATE
ON CENTER
TOP OF PLATE(PARAPET)
1. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE
CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM
THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION
DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION
OF CONTRACTOR.
2. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS
PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING
CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. CONTRACTOR
SHALL NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR
TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION.
3. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY
CONSTRUCTION WORK BY CONTRACTOR SHALL NOT DISRUPT THE EXISTING
NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE
COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR
AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS
AFTER MIDNIGHT.
4. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN
WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION.
EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT
COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE
MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS
EXPOSURE LEVELS.
5. CONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND
T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING
AND TELCO PLAN DRAWING. CONTRACTOR SHALL UTILIZE EXISTING TRAYS
AND/OR SHALL ADD (N) TRAYS AS NECESSARY. CONTRACTOR SHALL CONFIRM
THE ACTUAL ROUTING WITH THE CONTRACTOR.
6. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP
MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE
EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S
DESIGNATED LOCATION.
ABBREVIATIONS
1. CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE,
AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING
JURISDICTION (AHJ) FOR THE LOCATION.
2. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE
TIME OF PERMITTING AWARD SHALL GOVERN THE DESIGN.
3. CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE
FOLLOWING STANDARDS:
3.1. - AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE
REQUIREMENTS FOR STRUCTURAL CONCRETE
3.2. - AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL
CONSTRUCTION, ASD, NINTH EDITION
3.3. - TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, STRUCTURAL
STANDARD FOR STRUCTURAL ANTENNA TOWER AND ANTENNA
SUPPORTING STRUCTURES
3.4. - 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.
3.5. -IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW
VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY "C3" AND
"HIGH SYSTEM EXPOSURE")
4. TIA 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS
FOR TELECOMMUNICATIONS
4.1. TELCORDIA GR-63 NETWORK EQUIPMENT-BUILDING SYSTEM (NEBS):
PHYSICAL PROTECTION
4.2.TELCORDIA GR-347 CENTRAL OFFICE POWER WIRING
4.3. TELCORDIA GR-1275 GENERAL INSTALLATION REQUIREMENTS
4.4. TELCORDIA GR-1503 COAXIAL CABLE CONNECTIONS
5. ANY AND ALL OTHER LOCAL & STATE LAWS AND REGULATIONS
6. 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.
R.O.W. RIGHT OF WAY
X-X
X-X
X
X-X
x
X
X
X
O/H
A
E
T
X
E/T
OHT/OHP
OHT
OHP
LEGEND
SPOT ELEVATION
REVISION
GRID REFERENCE
DETAIL REFERENCE
ELEVATION
REFERENCE
SECTION REFERENCE
(E) BRICK
(E) MASONRY
CONCRETE
EARTH
GRAVEL
PLYWOOD
SAND
STEEL
CENTERLINE
PROPERTY/LEASE LINE
MATCH LINE
WORK POINT
GROUND CONDUCTOR
TELEPHONE CONDUIT
ELECTRICAL CONDUIT
ELECTRICAL & TELCO
CONDUITS
COAXIAL CABLE
OVERHEAD SERVICE
CONDUCTORS
CHAIN LINK FENCING
WOOD FENCING
OVERHEAD TELEPHONE/
OVERHEAD POWER
OVERHEAD TELEPHONE
OVERHEAD POWER LINE
GROUT OR PLASTER
S
T
A
N
T
A
U
A
V
E
SUTTON PARK PL
S
T
A
N
T
A
U
A
V
E
SITE ID:SF_CUPERTINO_123
REF PLAT # BK. 375 - PG. 35
4746 Clayton Rd,Concord, CA, 94521.
(925) 408-2159
e splanneng@gmail.com
www.planneng.com
PLS STAMP
4746 Clayton Rd,Concord, CA, 94521.
(925) 408-2159
e splanneng@gmail.com
www.planneng.com
PLS STAMP
N
Pole ID: 21897 SCALE: 1" = 8'
SF_CUPERTINO_123
5999 SUTTON PARK PL
CUPERTINO, CA 95014
S/
L
S/
L
S/
L
FI
B
E
R
FI
B
E
R
S/
L
S/
L
FIB
E
R
F
I
B
E
R
F
I
B
E
R
DRAWN BY:
CHECKED BY:BPM
APE
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
0 04/06/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
SF_CUPERTINO_123
(NEAR) 5999 SUTTON PARK PL
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
1 06/24/20 100% CD REV 1
2 10/23/20 100% CD PLAN CHECK
A-1
SITE PLAN
1ENLARGED SITE PLAN
N
SITE PLAN2
N
2
A-1
ENLARGED SITE PLAN
1/16"=1'-0"
SCALE
1/2"=1'-0"
SCALE
(N) LIGHT POLE
(N) LOCATION OF VERIZON
WIRELESS CANISTER ANTENNA IN FRP
SHROUD MOUNTED ON LIGHT POLE
(N) LOCATION OF VERIZON WIRELESS
EQUIPMENT MOUNTED ON LIGHT POLE
ELECTRICAL LINE
STREET LIGHT LINE
E
S/L
FIBER LINE(S)FIBER
LEGEND
SUTTON PARK PL
1&2
A-3
1&2
A-2
PROPERTY LINE
S
T
A
N
T
A
U
A
V
E
%$&.2)32/(7252:/,1(
(N) LOCATION OF VERIZON
WIRELESS CANISTER
ANTENNA AND EQUIPMENT
977 S TANTAU AVE
CUPERTINO, CA
95014
NC
1
(N) STEEL MAST ARM
(N) LUMINAIRE
EC
2
NC
3
(E) CONCRETE SIDEWALK
(E) LANDSCAPE
(E) FACE OF THE CURB
(E) FACE OF THE CURB
(E) LANDSCAPE
(E) CONCRETE SIDEWALK
(E) TREE
(E) TREE
S
T
A
N
T
A
U
A
V
E
PR
O
P
E
R
T
Y
L
I
N
E
(E
)
CO
N
C
R
E
T
E
S
I
D
E
W
A
L
K
(E
)
LA
N
D
S
C
A
P
E
(E) FACE OF THE CURB
(E) TREE
PR
O
P
E
R
T
Y
L
I
N
E
(E
)
CO
N
C
R
E
T
E
S
I
D
E
W
A
L
K
(E
)
LA
N
D
S
C
A
P
E
(E
)
FE
N
C
E
(E) TREE
(E) FACE OF THE CURB
(E) TREE
(E) DRIVEWAY
965 S TANTAU AVE
CUPERTINO, CA
95014
5999 SUTTON PARK PL
CUPERTINO, CA
95014
APN:
375-35-043
5987 SUTTON PARK PL
CUPERTINO, CA
95014
PR
O
P
E
R
T
Y
L
I
N
E
(E
)
CO
N
C
R
E
T
E
S
I
D
E
W
A
L
K
(E
)
LA
N
D
S
C
A
P
E
(E
)
FE
N
C
E
(E) FACE OF THE CURB
(E) WATER VALVE
(E) FIRE HYDRANT
(E) FIRE HYDRANT
(E) TREE
5999 SUTTON PARK PL
CUPERTINO, CA
95014
APN:
375-35-043
2'
-
9
"
5'
-
1
0
"
(N) LIGHT POLE FOUNDATION
NOTE:
1. FIBER PULLBOX EXACT LOCATION TO BE VERIFIED IN FIELD
2. UPON COMPLETION OF CONSTRUCTION, RESTORE
LANDSCAPE AND IRRIGATION TO LIKE OR BETTER
CONDITION, TEST IRRIGATION
3. UPON COMPLETION OF CONSTRUCTION, NOTIFY THE
CITY OF NEW STREETLIGHT INSTALLATION SO THAT NEW
BADGE ID NUMBER CAN BE PLACED BY THE CITY ONTO
THE NEW STREETLIGHT POLE.
(E) POLE AND FOUNDATION TO BE
REMOVED. OLD BASE TO BE FILLED WITH
CONTROLLED DENSITY FILL TO WITHIN
12" OF FINISH GRADE AND CAPPED
WITH PLANTING SOIL.
SHUTDOWN
DRAWN BY:
CHECKED BY:BPM
APE
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
0 04/06/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
SF_CUPERTINO_123
(NEAR) 5999 SUTTON PARK PL
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
1 06/24/20 100% CD REV 1
2 10/23/20 100% CD PLAN CHECK
A-2
EXISTING & PROPOSED
ELEVATIONS
12PROPOSED ELEVATIONEXISTING ELEVATION 1/2"=1'-0"
SCALE
1/2"=1'-0"
SCALE
EXISTING SURFACE
0'-0" AGL
EXISTING SURFACE
0'-0" AGL
T.O. (N) RADIO UNITS
15'-0" AGL
B.O. (N) CABLE SHROUD
12'-1" AGL
NOTES:
1. ALL NEW ANTENNAS, BRACKETS, AND OTHER EQUIPMENT WILL BE PAINTED TO MATCH LIGHT POLE.
2. ALL EXISTING SIGNAGE TO BE RELOCATED SHALL BE FASTENED USING STEEL BANDING PER SHEET
T-2.
3. INSPECT EXISTING POLE FOR DENTS AND REPLACE POLE AS DIRECTED BY THE CITY
4
D-2
(N) FOUNDATION
(N) DISCONNECT / SMART METER
(ON OPPOSING SIDE)
(N) (2) RRUS 32s W/ PSU-08 AND
CABLE SHROUD
B.O. (N) DISCONNECT / SMART METER
7'-0" AGL
(N) LIGHT POLE
(N) LUMINAIRE
(N) NOTICE SIGNAGE, TYP. OF (1)
FACING STREETSIDE
12
D-1
(E) LUMINAIRE
(N) 8'-0" MAST ARM
T.O. (N) SIGN
14'-8" AGL
B.O. (N) SIGN
13'-2" AGL
(N) RED "BICYCLE
WRONG WAY" SIGNAGE
7
E-3
T.O. (N) STEEL LIGHT POLE
30'-0" AGL
T.O. (N) LIGHT SENSOR
32'-0" AGL
RAD CENTER OF (N) 5G ANTENNA
31'-7" AGL
T.O. (N) CONCEALMENT SHROUD
35'-6" AGL
RAD CENTER OF (N) CANISTER ANTENNA
34'-3" AGL
(N) (2) 5G ANTENNAS
IN FRP SHROUD
6
D-1
(N) VERIZON WIRELESS
CANISTER ANTENNA
4
D-1
(N) FRP CONCEALMENT
SHROUD
1
D-1
(N) (2) TWIN DIPLEXERS
IN FRP SHROUD
3
D-1
T.O. (N) NOTICE SIGNAGE
25'-2" AGL
T.O. (N) DISCONNECT / SMART METER
8'-9" AGL
5
D-1
8
D-1
10
D-1
10
E-3
11
D-1
7
D-1
4
E-3
3
E-3
PORT HOLE LOCATION
FOR DISCONNECT
1
D-2
PORT HOLE LOCATION
FOR RRUS
1
D-2
9
D-1
5
E-3
(E) FOUNDATION TO BE REPLACED
(E) LIGHT POLE TO BE REPLACED
10'-2" BACK OF POLE TO ROW LINE
T.O. (E) STEEL LIGHT POLE
30'-5" AGL
(E) STREET LIGHT BRACKET
29'-9" AGL
10'-2" BACK OF POLE TO ROW LINE
DRAWN BY:
CHECKED BY:BPM
APE
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
0 04/06/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
SF_CUPERTINO_123
(NEAR) 5999 SUTTON PARK PL
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
1 06/24/20 100% CD REV 1
2 10/23/20 100% CD PLAN CHECK
A-3
EXISTING & PROPOSED
ELEVATIONS
12PROPOSED ELEVATIONEXISTING ELEVATION 1/2"=1'-0"
SCALE
1/2"=1'-0"
SCALE
NOTES:
1. ALL NEW ANTENNAS, BRACKETS, AND OTHER EQUIPMENT WILL BE PAINTED TO MATCH LIGHT POLE.
2. ALL EXISTING SIGNAGE TO BE RELOCATED SHALL BE FASTENED USING STEEL BANDING PER SHEET
T-2.
3. INSPECT EXISTING POLE FOR DENTS AND REPLACE POLE AS DIRECTED BY THE CITY
EXISTING SURFACE
0'-0" AGL
EXISTING SURFACE
0'-0" AGL
T.O. (N) DISCONNECT / SMART METER
8'-9" AGL
T.O. (N) RADIO UNITS
15'-0" AGL
B.O. (N) CABLE SHROUD
12'-1" AGL
5
D-1
8
D-1
10
D-1
10
E-3
11
D-1
4
D-2
(N) FOUNDATION
(N) DISCONNECT / SMART METER
(N) (2) RRUS 32s W/ PSU-08 AND
CABLE SHROUD
B.O. (N) DISCONNECT / SMART METER
7'-0" AGL
T.O. (N) STEEL LIGHT POLE
30'-0" AGL
T.O. (N) LIGHT SENSOR
32'-0" AGL
(N) LIGHT POLE
T.O. (N) SIGN
14'-8" AGL
B.O. (N) SIGN
13'-2" AGL
(N) RED "BICYCLE
WRONG WAY" SIGNAGE
7
D-1
4
E-3
RAD CENTER OF (N) 5G ANTENNA
31'-7" AGL
T.O. (N) CONCEALMENT SHROUD
35'-6" AGL
RAD CENTER OF (N) CANISTER ANTENNA
34'-3" AGL
(N) (2) 5G ANTENNAS
IN FRP SHROUD
6
D-1
(N) VERIZON WIRELESS
CANISTER ANTENNA
4
D-1
(N) FRP CONCEALMENT
SHROUD
1
D-1
(N) (2) TWIN DIPLEXERS
IN FRP SHROUD
3
D-1
3
E-3
(N) LUMINAIRE
T.O. (N) NOTICE SIGNAGE (FACING STREETSIDE)
25'-2" AGL
PORT HOLE LOCATION
FOR DISCONNECT
1
D-2
PORT HOLE LOCATION
FOR RRUS
1
D-2
9
D-1
5
E-3
7
E-3
(E) FOUNDATION TO BE REPLACED
(E) LIGHT POLE TO BE REPLACED
T.O. (E) STEEL LIGHT POLE
30'-5" AGL
(E) STREET LIGHT BRACKET
29'-9" AGL
LEGEND:
® EXISTING LUMINAIRE
[!] LUMINAIRE W/ CELLULAR EQUIPMENT
MASTER PEU (MOUNTED TO POLE) OR STREETLIGHT COMMUNICATION EQUIPMENT -GATEWAY (MOUNTED TO POLE)
# CIRCUIT NUMBER
• SPLICED CONNECTION
�
DSl
0
( H H) □
ELECTRICAL SERVICE CABINET
UNDERGROUND ELECTRICAL SERVICE POINT
POLE MOUNTED ELECTRICAL SERVICE POINT
CITY SERVICE BOX
HAND-HOLE (NO PULL BOX)
PULLBOX (NO SPLICE)
[ SUTTON PARK PI )
PG&E 120V*
, ::,0 1 21 898
'2. :\\: 'o 1 1 O'
2:tts
SF_CUPERT[NO 123 1 21897 (HH)
LUMINAIRES CONTROLLED BY INDIVIDUAL PHOTOCELLS. *DIRECTLY FED FROM POC AND IS NOT FUSED. TYPICAL SERVICE FUSE SIZE OF 30A INADEQUATE FOR DEMAND. VERIFICATION THATSUPPORT OF 40A FUSE CAN BE UTILIZED. +WATTAGE FOR PROPOSED CELLULAR EQUIPMENT IS BASED ON UTILIZING TWO RADIOS RATED AT 780W EACH AND TWO RADIOS RATED AT400W EACH.
EXISTING PROPOSED AMPERAGE
(]) > <i:
:::J <i: fz <i: f-
l/)
VOLTAGE DROP SERVICE POINT LOCATION CIRCUIT
:j:j:
BREAKER (FUSE) SIZE
POLE ID
CELLULAR EQUIPMENT WATTAGE LUM IN A IRE LUM IN A IRE f------�-----+-----�--------1
SUTTON PARK PL
& S TANTAU AVE
CONSULTANT: WMH Corporation
55 S Market St, Suite1200
San Jose, CA 95113
APPLICANT: Modus, Inc.
240 Stockton Street, 3rd Floor
San Francisco, CA 94108
DATE MARCH 2015
1
21897 40A* 21898
Date: DECEMBER 19, 2019
Scale: NO SCALE
Designed: P.BATTH
Drawn: P.BATTH
Checked: S. VOGTMAN
Proj. Engr: S.VOGTMAN 6 File: SF_CUPERTINO 123.dgn
2,360+ SOW LED
SOW LED
REVISIONS
EXISTING PROPOSED
1.0 20.7
DESIGN DESIGN CITY APPR. BY DATE APPR. DATE
EXISTING PROPOSED
CUPERTINO
IMPROVEMENT PLANS FOR
MODUS OMT POLES
POLE 21897
SF CUPERTINO 123 --
FOR CITY OF CUPERTINO USE PROJECT # -----------
PUBLIC WORKS KEVIN RE IDEN INSPECTOR:
VOICE MAIL: (408)777-3104
PROJECT 'NG NEER
CALIFORNIA NAME DA-E
11 '1ft
��,r--.....i-- • ,_� -
� -�V s"l:-19s�"«, tJ'
CITY OF CUPERTINO
SHEET A-4
5'
-
6
"
2'
-
0
"
ELEVATION VIEW
NOTCH AT LIGHT
ARM
SHEET METAL SKIRT
PART #
VVSP360S-AM-00
DIAMOND ENGINEERING
SERVICES
(OR APPROVED EQUAL)
2'
-
2
"
2'
-
0
"
1'-3" DIA.
LIGHT POLE
5G ANTENNA,
SEE DETAIL 6/D-1
TWIN DIPLEXER,
SEE DETAIL 3/D-1
CANISTER ANTENNA,
SEE DETAIL 4/D-1
3'
-
4
"
1'-0"
1'
-
6
"
10
"
7"
WHITE NOTICE
WHITE BACKGROUND
BLACK SYMBOL
BLACK LETTERING, TYP
NOTES:
1. OUTDOOR RATED SELF ADHESIVE VINYL DECAL WITH UV PROTECTION.
2. POST SIGN 3'-0" BELOW PROPOSED ANTENNA.
3. CONTRACTOR TO CONFIRM SPECIFIC SIGN REQUIREMENTS WITH VERIZON WIRELESS.
4. DECAL SHALL FACE OUT THE STREET AND WHEN FEASIBLE AWAY FROM THE STREET, IF NO BUILDING WINDOW
IS PRESENT WITHIN 25 FEET FACING THE EXISTING POLE.
BLUE BACKGROUND
PLAN
SIDE ELEVATION
(N) HDG #8 X 1/2"
PAN HEAD
TEK-SCREW, TYP. OF 4
(N) 12 GA. STEEL "CABLE
SHROUD" REMOVABLE
FRONT PANEL
5"
10
"
6
5
/
8
"
10"
1'-0"
3 1/4"
5.1"
SIDE VIEW
21
.
2
"
FRONT VIEW
21
.
2
"
8.1"
8.1"
TOP VIEW
ERICSSON STREETMACRO 6701
DIMENSIONS: 21.2" TALL x 8.1" WIDE x 5.1" DEEP
WEIGHT:/%6
5.
1
"
23
.
6
2
"
7.87"
VVSSP-360S-M
ANTENNA COLOR: LIGHT GRAY
DIMENSIONS: 7$//[
NET WEIGHT: 21.16 LBS
PLAN ELEVATION
7"
27
.
2
"
FRONT VIEWSIDE VIEWTOP VIEW
12.1"
ERICSSION RRUS-32 REMOTE RADIO UNIT
COLOR:GRAY
DIMENSIONS: 27.2" TALL X 12.1" WIDE X 7.0"
TOTAL WEIGHT:60 LBS.
POWER CONSUMPTION: 740 W
NOTES
REFER TO DETAIL 10/D1
FOR SHROUD AND 8/D1 FOR
REINFORCEMENT
ROAD SIGN
ROAD SIGN
MOUNTING
BRACKET
SHUTDOWN PROTOCOL
6"
8"
NOTES:
1. SIGN PROVIDED BY GC MOUNTED TO
OUTSIDE OF DISCONNECT COVER
2. CONTRACTOR TO NOTE SITE ID/
MARKET ID/ SITE NAME / PSLC ID
TWIN DIPLEXER PCS/AWS DETAIL
CBC1923T-4310 / E11F13P06
COLOR: GRAY
DIMENSIONS: 8.3" TALL x 4.6" WIDE x 1.8" DEEP
TOTAL WEIGHT: 4.4 LBS.
FRONT VIEW
(BACK TO BACK INSTALLATION)SIDE VIEW
TOP VIEW
8.
3
"
8.34"2.5"
8.
3
"
1.
8
"
8.34"
4.
6
"
P1000 UNISTRUT
2 LOCATIONS
1" TYP.
2"
C
L
R
.
1"
1/
4
"
SIGN SUPPORT BRACKET MOUNTED
TO BACK OF RRU, UTILIZING RRU
MOUNTING SCREW
ROAD SIGN MOUNTED TO SIGN
SUPPORT BRACKET, HDG #8 X 1"
HEX TEK-SCREW, TYP.
12 GA. GALV. SHEET STEEL
STREET SIGN SUPPORT
RRU PER PLAN
DRAWN BY:
CHECKED BY:BPM
APE
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
0 04/06/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
SF_CUPERTINO_123
(NEAR) 5999 SUTTON PARK PL
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
1 06/24/20 100% CD REV 1
2 10/23/20 100% CD PLAN CHECK
D-1
DETAILS
1NTS
SCALEANTENNA
8
9 ERICSSON 6701
10
11
12
5
6
NTS
SCALE
NTS
SCALE
7
NTS
SCALE
RRUS 32
4 ANTENNA SHROUD & SKIRT
NOTICE SIGNAGE
CABLE SHROUD
SHUT-DOWN SIGN
NTS
SCALE
NTS
SCALE
NTS
SCALE
NTS
SCALE
NTS
SCALE
NTS
SCALE
NTS
SCALE
STEEL BAND
BICYCLE WRONG WAY SIGN 3NTS
SCALETWIN DIPLEXER
SIGN SUPPORT BRACKET
ELEVATION
TAPERED STEEL
LIGHT POLE
CUT HOLE TO 1/16"
LARGER THAN NOMINAL
PIPE DIA., TYP.
SECTION A-A
C
TYP
SCHED. 40 STD PIPE
B
AD
PORT TYPE
DISCONNECT
RRU
A B
(PIPE)C D
1-1/2"
AT LOAD CENTER:
1-1/2" SCHEDULE
40 STEEL PIPE
A A
1-1/2"
AT RRU: 1-1/2"
SCHEDULE 40
STEEL PIPE
NOTE:
COLD SPRAY GALVANIZE AFTER WELDING
1 1/2" 3/4"
1 1/2" 3/4"
12'-7"
6'-10"
TAPERED STEEL
LIGHT POLE
1/16" CHAMFER
MIN I.S. & O.S.
SECTION B-B
C 3/16
TYP
SCHED. 40 STD PIPE
B
AD
TAPERED STEEL
LIGHT POLE
1/16" CHAMFER
MIN I.S. & O.S.
B B
SCHED. 40 STD PIPE
3/16
D=6d FOR #3 THRU #8
4" MI
N
.
6d
6d
4"
M
I
N
.
2 1/2" MIN.
4"
M
I
N
.
7'
-
0
"
M
I
N
B
E
L
O
W
LO
W
E
S
T
G
R
A
D
E
L
E
V
E
L
3"
M
I
N
.
CL
R
.
T
Y
P
A. NEW DRILLED PIER SECTION
B. PLAN VIEW
2'-6" DIA.
3" MIN.
CLR.TYP
D. HOOK AND BENDS
BASE PLATE
3" MIN.
CLR. TYP
C
B
A
SAW CUT (E) SIDEWALK TO
FLAG LINES
HAND HOLE COVER
VANDAL RESISTANT SCREW
GROUNDING PROVISION
NUT RETAINER WELDED
OPPOSITE HANDHOLE
ON POLE WALL W/
1/2" - 13NC SS SQ NUT
& 3/4" LG SS HEX BOLT
PIER
BOLT CIRCLE PER POLE MFG.
BASE PLATE PER POLE MFG.
5"
POLE PER PLAN
C. PLAN VIEW
PIER
ANCHOR BOLTS PER POLE
SPEC, (4) TOTAL, SEE SHEET D-3
#6 REBAR VERT, (6) TOTAL
#4 TIES @ 12" O.C.
(3) WITHIN TOP 5"
3" MIN.
CLR.TYP
PIER
INSIDE BEND DIAMETER
#3
#4
#5
1 1/2"
2"
2 1/2"
BAR SIZE D
D
D
DD
D
D
D= 1/2" FOR #4 BARS
D= 3/4" FOR #6 BARS
6"
PC
C
CA
P
E. STIRRUP & TIES
2
5
/
8
"
SE
E
N
O
T
E
NOTE:
TOTAL ANCHOR PROJECTION IS 2 5/8"
PLUS THE GROUT PAD THICKNESS
POLE PER PLAN
1" MAX. HIGH STRENGTH NON
SHRINK GROUT
RACO 1/2"-1" BRONZE
GROUND CLAMP OR
EQUIVALENT, (4) TOTAL
(2) GALV HEX NUTS &
(2) GALV FLAT
WASHERS PER BOLT
#4 TIES @ 12" O.C.
(3) WITHIN TOP 5"
(2) 1 1/2" DIA. CONDUIT
ANCHOR PLATE PER POLE
SPEC, SEE SHEET D-3
#6 REBAR VERT, (6) TOTAL
ANCHOR BOLTS PER
POLE SPEC, (4) TOTAL,
SEE SHEET D-3
DRAWN BY:
CHECKED BY:BPM
APE
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
0 04/06/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
SF_CUPERTINO_123
(NEAR) 5999 SUTTON PARK PL
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
1 06/24/20 100% CD REV 1
2 10/23/20 100% CD PLAN CHECK
DETAILS
1NTS
SCALE4STRUCTURAL NOTES 7 CABLE ACCESS AT POLE
3
2
FOUNDATION:
1) FOUNDATION SOIL STRATA IS NATIVE SOIL OR ENGINEERED FILL AS PER THE
PROJECT SOILS REPORT WHEN APPLICABLE. IF THERE ARE ANY DISCREPANCIES
BETWEEN THE SOILS REPORT & THESE PLANS, THE SOILS REPORT SHALL GOVERN.
SOILS REPORT: N/A
WHEN NO SOILS REPORT IS AVAILABLE, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
ENSURE THAT ALL SOIL CONDITIONS ARE APPROPRIATE FOR THE CONSTRUCTION OF THIS
PROPOSED PROJECT AS SHOWN WITHIN. SOIL DESIGN IS BASED ON CBC SOIL TYPE
5-CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT, SILT, AND SANDY SILT (CL, ML, MH AND
CH). IF MATERIALS OTHER THAN THOSE LISTED HEREIN ARE PRESENT, OR IF SOIL
ENCOUNTERED IS OTHERWISE UNSUITABLE, A GEOTECHNICAL ENGINEER SHALL BE
RETAINED FOR OBSERVATION AND RECOMMENDATIONS BEFORE PROCEEDING WITH
CONSTRUCTION. AS A RESULT, INCREASED FOOTING DIAMETER AND/OR DEPTH MAY BE
REQUIRED.
2) FOUNDATIONS SHALL BEAR ON FIRM, UNDISTURBED SOIL STRATA, OR
ENGINEERED FILL.
3) THE BOTTOM OF ALL FOOTINGS SHALL BE LEVEL.
4) CENTER FOOTINGS UNDER COLUMNS UNLESS OTHERWISE INDICATED.
5) OWNER/DEVELOPER AND APPROPRIATE SUBCONTRACTOR(S) ARE RESPONSIBLE
FOR REVIEWING THE SOILS REPORT (IF APPLICABLE) PRIOR TO COMMENCING
CONSTRUCTION.
6) THE CONTRACTOR AND/OR OWNER SHALL BE RESPONSIBLE FOR ESTABLISHING
AND MAINTAINING ALL PROPERTY LINES AND CORNERS AND SHALL ENSURE THAT
CONSTRUCTION IS WITHIN ALL APPLICABLE SETBACKS AND EASEMENTS.
7) THE ENTIRE AREA TO BE COVERED BY STRUCTURES SHALL BE CLEARED AND
GRUBBED TO REMOVE SURFACE VEGETATION AS REQUIRED.
8) STOP FOUNDATION POUR 3 1/2" BELOW GRADE. PLACE FINISH CAP AFTER
STANDARD IS SET AND
PLUMBED. BUILD UP GROUT UNDER STANDARD BASE ON LOW SIDE (TYP.).
9) SURFACE OF FINISH CAP TO BE AT GRADE AND SLOPED TO MATCH EXISTING OR
FUTURE SIDEWALK (TYP.).
10) ANCHOR BOLT SIZE AND LENGTH AS INDICATED (TYP.).
11)
6(&7,212)$1&+25%2/7%(17$7 5,*+7$1*/( 7<3
12) STANDARDS TO BE SET AT 1'-9" TO CENTER FROM BACK OF CURB UNLESS SHOWN
OTHERWISE.
DESIGN CRITERIA
•DESIGN STANDARD: 2013 AASHTO-LTS6
•WIND SPEED: 85 MPH
•WIND EXPOSURE: C
•SOIL LATERAL BEARING VALUE: 1500 PSF
SPECIAL INSPECTION
•FIELD WELDING
•CONCRETE PIER COMPRESSION TESTS
•REINFORCING PLACEMENT
1) ALL WELDS SHALL BE SHIELDED METAL ARC TYPE (SMAW), IN ACCORDANCE WITH THE "STANDARD CODE
FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION", AWS D1.1, BY THE AMERICAN WELDING
SOCIETY.
2) WELDING ROD SHALL BE E70XX, MINIMUM (70 KSI).
3) PERIODIC INSPECTION IS PERMITTED FOR THE FOLLOWING:
-SINGLE PASS FIELD WELDS NOT EXCEEDING 5/16"
4) REMOVE ALL EXISTING CONDUCTORS AND GROUND WIRES FROM POLE PRIOR TO WELDING AND INSTALL
NEW AFTER WELDING IS COMPLETE IN ACCORDANCE WITH STANDARD SPECIFICATION 86-2.04 (B)
5) WELDING TO BE PERFORMED BY AN AWS CERTIFIED WELDER FOR THE TYPE OF AND POSITION INDICATED.
ALL WORK MUST BE IN CONFORMANCE WITH LATEST EDITION OF AISC & AWS D1.1.
6) GRIND SURFACES TO BE WELDED WITH A SILICON CARBIDE WHEEL PRIOR TO WELDING TO REMOVED ALL
GALVANIZING WHICH MAY OTHERWISE BE CONSUMED IN THE WELD METAL.
APPLY ANTI-SPATTER COMPOUND AFTER GRINDING.
7) WELDING TECHNIQUE MUST MINIMIZE TEMPERATURE RISE ON THE INSIDE SURFACE OF THE LIGHT POLE AND
ALSO VOLATIZE ANY REMAINING ZINC WITHIN THE BASE METAL WITH MINIMUM
SPATTER. USE AN E70 (LOW HYDROGEN) ELECTRODE. USE LARGEST DIAMETER ELECTRODE COMPATIBLE WITH
WELDING POSITION AND MATERIAL THICKNESS. STRICTLY FOLLOW ALL MANUFACTURER'S INSTRUCTIONS FOR
STORAGE AND USE OF ELECTRODES. AVOID REMOVING ELECTRODES FROM MANUFACTURER'S PACKAGING
UNTIL READY FOR IMMEDIATE USE.
8) WELDING MAY PRODUCE TOXIC FUMES. REFER TO ANSI STANDARD Z49.1 "SAFETY IN WELDING AND
CUTTING" FOR PROPER PRECAUTIONS.
9) UPON COMPLETION OF WELDING, APPLY GALV-A-STICK ZINC COATING TO ALL UNPROTECTED SURFACES.
APPLY A SECOND LAYER OF COLD GALVANIZING SPRAY COMPOUND CONTAINING A MINIMUM ZINC
CONTENT OF 95%. APPLY A FINAL COAT OF COMPATIBLE PAINT TO MATCH SURROUNDING SURFACES.
EXCEPTION-
CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR ALL WELDING (NOT LISTED ABOVE) UNLESS
PERFORMED IN AN APPROVED FABRICATOR'S SHOP.
WELDING
CONCRETE:
1) ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-14.
2) CONTRACTOR SHALL VERIFY SITE CONDITIONS & ALL DIMENSIONS PRIOR TO STARTING WORK. NOTIFY
ENGINEER OF RECORD OF ANY DISCREPANCIES.
3) CEMENT SHALL CONFORM TO ASTM C150, TYPE II.
4) CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33.
5) ALL CONCRETE SHALL BE A 5 SACK MIX WITH A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28
DAYS.
6) ALL REINFORCING STEEL SHALL BE GRADE 60 AND CONFORM TO ASTM A615 UNLESS OTHERWISE
NOTED. SEE PLAN FOR SIZE AND PLACEMENT.
7) MINIMUM LAP SPLICE SHALL BE 40 BAR DIAMETERS UNLESS OTHERWISE NOTED.
8) MINIMUM BEND DIAMETER SHALL BE 6 BAR DIAMETERS UNLESS OTHERWISE NOTED.
9) MINIMUM REINFORCING COVERAGE IS 3" UNLESS OTHERWISE NOTED.
10) CONCRETE SHALL BE PLACED AGAINST FIRM UNDISTURBED SOIL AT DEPTH SHOWN.
11) BOTTOM OF ALL FOOTING TRENCHES SHALL BE CLEAN AND LEVEL.
12) ALL ANCHOR BOLTS & THREADED ROD SHALL BE ASTM F1554 GRADE 55 MINIMUM, UNLESS OTHERWISE
NOTED: NEW: & WITHOUT SIGNIFICANT RUST. TOP 2 FEET & HARDWARE TO BE GALVANIZED PER
ASTM A123.
13) A 1/2" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNLESS OTHERWISE
NOTED.
14) REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC TO BE EMBEDDED IN CONCRETE SHALL BE
SECURELY POSITIONED BEFORE PLACING CONCRETE.
15) ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY MOTORIZED VIBRATORY MEANS AND
THOROUGHLY WORKED AROUND REINFORCEMENT, EMBEDDED ITEMS AND INTO CORNERS OF FORMS.
SIDEWALK :
SUBGRADE SHALL BE COMPACTED TO AT LEAST 95% RELATIVE COMPACTION.
1) WHERE UNSUITABLE SUBGRADE MATERIAL IS ENCOUNTERED, REMEDIAL WORK SHALL BE DONE UNDER THE
DIRECTION OF THE CITY ENGINEER, INCLUDES BUT IS NOT LIMITED TO, REMOVING UNSUITABLE MATERIAL AND
PLACING A LAYER OF CLASS II AGGREGATE BASE UNDER THE INSTALLATION.
2) UNDERCUT SUBGRADE FOR GUTTER OR SIDEWALK SHALL BE FILLED WITH APPROVED GRANULAR MATERIAL.
3) EXISTING CONCRETE SHALL BE REMOVED AT EXPANSION OR WEAKENED PLANE JOINTS OR AT SAWCUTS.
4) SAWCUTS MUST BE FULL DEPTH.
5) NO UTILITY BOXES, POLES, POSTS OR ANY OTHER FACILITIES OR DEVICES WILL BE PERMITTED IN THE SIDEWALK
AREA WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER.
6) NEW WORK SHALL MATCH EXISTING SCORE AND COLOR.
7) SUBGRADE SHALL BE THOROUGHLY WETTED IMMEDIATELY PRIOR TO PLACING CONCRETE.
8) CONCRETE SHALL BE CLASS B-5 SACK MIX WITH 3/4 INCH MAXIMUM AGGREGATE.
9) CONCRETE SHALL HAVE A SLUMP OF NOT MORE THAN 4 INCHES.
10) NO ADMIXTURES SHALL BE USED WITHOUT THE PERMISSION OF THE CITY ENGINEER.
11) 1/2" THICK EXPANSION JOINTS SHALL BE PLACED ON BOTH SIDES OF DRIVEWAY APPROACHES, CURB,
GUTTER, AND SIDEWALK RETURN POINTS AND AT 20' ON CENTER.
12) WEAKENED PLANE JOINTS AT LEAST 1 1/2" DEEP SHALL BE PLACED AT THE CENTER OF DRIVEWAYS AND 20'
ON CENTER.
13) 1/4' DEEP SCORE MARKS SHALL BE PLACED AS DESCRIBED IN THE STANDARD SPECIFICATIONS OR AS
DIRECTED BY CITY ENGINEER.
14) NO CONCRETE SHALL BE PLACED UNTIL THE CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE HAS
INSPECTED AND APPROVED FORMS OF SUBGRADE.
15) ALL EXPOSED EDGES SHALL BE ROUNDED WITH 1/2" RADIUS TOOL.
16) ALL SURFACES SHALL BE BROOM FINISHED UNLESS OTHERWISE NOTED.
17) CURBS, SIDEWALKS AND DRIVEWAY APPROACHES SHALL BE BACKFILLED WITHIN 7 DAYS AFTER
PLACING CONCRETE. THIS SHALL INCLUDE ANT REQUIRED AC PATCHWORK.
18) FORM FACES SHALL NOT VARY FROM THE DIMENSIONS SHOWN BY MORE THAN .02 FEET. FORMS SHALL MEET
GRADE.
19) UNLESS OTHERWISE SPECIFIED ON THE APPROVED PLANS, CONCRETE SHALL BE CURED BY MEANS OF THE
IMPERVIOUS MEMBRANE METHOD.
20) ALL SIDEWALK CONSTRUCTION ADJACENT TO CURB SHALL BE POURED MONOLITHIC WITH CURB
UNLESS OTHERWISE APPROVED BY ENGINEER.
21) ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE COMPLETED NO LATER THAN 5 DAYS AFTER
INSTALLATION OF UTILITY.
A MINIMUM OF 6" OF ASPHALT SHALL BE REMOVED ALONG THE GUTTER LIP FOR THE INSTALLATION OF FORMS.
FOR CURB AND GUTTER INSTALLATIONS AC SHALL BE BROUGHT TO FINISH GRADE OF FORMS AND TRANSITIONED
AS REQUIRED BY THE CITY ENGINEER.
22) ALL FACE ANGLE INSTALLATIONS IN RETURNS SHALL MATCH EXISTING RADIUS OF CURB.
GROUT:
1) HIGH-STRENGTH NON-SHRINK GROUT SHALL BE PROVIDED BY SAKRETE.
2) GROUT SHALL MEET OR EXCEED ASTM C1107 SPECIFICATIONS.
3) GROUT SHALL MEET THE PREPARATION/APPLICATION STANDARDS AS LISTED IN ACI 302.1
AND ACI 304.1
4)86(21/<:+(17+(352'8&7$,5$1'685)$&(7(03(5$785($5($%29() &
FOR A MINIMUM OF 24 HOURS.
5) CLEAN AREA AND REMOVE ALL UNSOUND CONCRETE, GREASE, OIL, PAINT, AND ANY
OTHER FOREIGN MATERIAL THAT WILL INHIBIT PERFORMANCE.
6) PRIOR TO GROUT PLACEMENT, ALL SURFACES MUST BE CLEAN AND SATURATED WITH
WATER FOR 24 HOURS. REMOVE EXCESS WATER BRINGING IT TO A SURFACE SATURATED FRY
CONDITION (SSD).
7) PROVIDE AIR RELIEF HOLES WHERE NECESSARY IF GROUTING IS BENEATH LARGE PLATES.
8) WOOD FORM WORK OR OTHER ABSORBENT FORMS SHOULD BE COATED WITH A FORM
RELEASE OIL TO PREVENT GROUT ADHERENCE AND WATER ABSORPTION.
9) DESIGN FORM WORK TO FACILITATE RAPID, CONTINUOUS AND COMPLETE FILLING OF THE
SPACE TO BE GROUTED. RODDING THE GROUT LIGHTLY WILL HELP MOVE MATERIAL.
10) USE METHODS THAT WILL ENABLE THE GROUT TO FLOW BY GRAVITY BETWEEN THE SURFACES
AND KEEP THE GROUT IN FULL CONTACT WITH THESE SURFACES UNTIL IT HAS HARDENED.
11) AVOID VIBRATION WHICH CAN CAUSE BLEEDING AND SEGREGATION. SHUT DOWN
NEARBY MACHINES FOR A MINIMUM OF 24 HOURS.
12) MINIMUM APPLICATION THICKNESS IS 1" (25mm) AND A MAXIMUM THICKNESS OF 4"
(100mm).
13) FOR INSTALLATION WHERE ACIDS AND SULFATES ARE PRESENT, A PROTECTIVE COATING IS
REQUIRED. PROTECT UNCOATED ALUMINUM FROM DIRECT CONTACT WITH PORTLAND
CEMENT-BASED MATERIALS.
14) REFER TO:
- ACI 351.1R-99 REPORT ON GROUTING BETWEEN FOUNDATIONS AND BASES FOR SUPPORT
EQUIPMENT AND MACHINERY
- ACI 351.2R FOUNDATIONS FOR STATIC EQUIPMENT
- ACI 306R COLD WEATHER CONCRETING
- ACI 305R HOT WEATHER CONCRETING
15) ONLY MIX WITH CLEAN POTABLE WATER. THE WATER QUANTITIES SHOWN ARE
APPROXIMATE AND MAY VARY SLIGHTLY WITH THE TYPE OF EQUIPMENT AND APPLICATION
CONDITIONS.
16) WATER DEMAND AND MIX TEMPERATURE MUST BE DETERMINED USING STANDARD TEST
METHODS FOR CONSISTENCY AND TEMPERATURE MEASUREMENT AT THE TIME OF
APPLICATION.
17) PLACE 3/4 OF DESIRED MIXING WATER, START MIXER THEN SLOWLY ADD THE DRY MATERIAL.
AFTER ALL OF THE POWDER HAS BEEN ADDED, SLOWLY ADD THE REMAINING 1/4 WATER
UNTIL THE DESIRED CONSISTENCY IS ACHIEVED.
18) AVOID ADDING EXCESSIVE AMOUNTS OF WATER THAT PROMOTES SEGREGATION OR
BLEEDING OF THE GROUT.
19) MIX FOR 3-5 MINUTES TO ENSURE A UNIFORM LUMP FREE CONSISTENCY AND PLACE
IMMEDIATELY.
20) SAKRETE NON-SHRINK CONSTRUCTION GROUT CAN BE EXPOSED UNDER NORMAL
WEATHERING CONDITIONS.
21) FORMS MAY BE REMOVED AS SOON AS THE GROUT REACHES ITS FINAL SET.
22) PREVENT RAPID WATER LOSS BY COVERING THE EXPOSED GROUT SURFACES WITH WET
BURLAP DURING THE FIRST 48 HOURS OR APPLY AN ACCEPTABLE WATER BASED CURE AND
SEAL AGENT.
23) PROTECT FROM FREEZING FOR A MINIMUM OF 48 HOURS AFTER PLACEMENT. ACI 308
STANDARD PRACTICE FOR CURING CONCRETE.
24)$,50,;$1'68%675$7(7(03(5$785(66+28/'%(%(7:((1) & $1' ) &
- COLDER TEMPERATURES OR HIGHER HUMIDITY CONDITIONS WILL RETARD SET TIMES.
- DO NOT USE IN APPLICATIONS OF HIGH DYNAMIC LOADING.
- DO NOT RETEMPER GROUT BY ADDING WATER.
- DO NOT USE A FLOOR TOPPING OR IN LARGE AREAS WITH AN EXPOSED SHOULDER
AROUND BASE PLATES.
25) READ AND UNDERSTAND THE SAFETY DATA SHEET (SDS) BEFORE USING THIS PRODUCT.
WARNING: WEAR PROTECTIVE CLOTHING AND EQUIPMENT. FOR EMERGENCY
INFORMATION, CALL CHEMTREC AT 800-424-9300 OR 703-527-3887 (OUTSIDE USA).
D-2
NOT USED
PIER FOUNDATION
FIBER PULLBOX
3/8" X 3" HEX BOLT
(2 EACH END)
NOTES:
LID
1. POLYMER CONCRETE CONSTRUCTION
2. STANDARD LOAD RATING 20,800 LBS
3. TWO (2) BOLT DOWN LOCATIONS
4. NON SKID SURFACE STANDARD
5. APPROXIMATE WEIGHT 104 LBS
BOX
1. POLYMER CONCRETE CONSTRUCTION
2. STACKABLE FOOT
3. APPROXIMATE WEIGHT 150LBS
BOLT DOWN
TYP. OF (2)
37-5
/
8
"
26
"
18"
35-5
/
8
"
24
"
3"
NON SKID SURFACE
(STANDARD)
2"X8" NAMEPLATE
RECESS
LIFT PIN
TYP. OF (2)
DRAWN BY:
CHECKED BY:BPM
APE
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
0 04/06/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
SF_CUPERTINO_123
(NEAR) 5999 SUTTON PARK PL
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
1 06/24/20 100% CD REV 1
2 10/23/20 100% CD PLAN CHECK
D-3
POLE SPECS
1FOUNDATION
DRAWN BY:
CHECKED BY:BPM
APE
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
0 04/06/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
SF_CUPERTINO_123
(NEAR) 5999 SUTTON PARK PL
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
1 06/24/20 100% CD REV 1
2 10/23/20 100% CD PLAN CHECK
1
D-4
CITY STANDARD DETAILS
CITY STANDARD DETAILS
DRAWN BY:
CHECKED BY:BPM
APE
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
0 04/06/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
SF_CUPERTINO_123
(NEAR) 5999 SUTTON PARK PL
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
1 06/24/20 100% CD REV 1
2 10/23/20 100% CD PLAN CHECK
E-1
ELECTRICAL GENERAL NOTES
SAFETY
SECONDARY
SURFACE
SWITCH
SOFT DRAWN BARE COPPER
SOLID NEUTRAL
TYPICAL
WITH
VOLT
VOLT ALTERNATING CURRENT
WATT OR WIRE
UNDERWRITER'S LABORATORY
INC.
UNDERGROUND
TELEPHONE
TRANSFER
WITHOUT
CROSS-LINK POLYETHYLENE
TRANSFORMER
MANUFACTURER
MOUNTED
MOUNTING
NEUTRAL
MINIMUM
MAIN LUGS ONLY
W
V
OVERHEAD
PHASE
PANELBOARD
POLE
PERSONAL
COMMUNICATION SYSTEM
NATIONAL ELECTRICAL
MANUFACTURERS ASSOC.
NEW
MFR
MLO
MTG
N
MTD
MIN
NEMA
OH
PCS
PH
P
(N)
PNLBD
RECEPTACLE
POWER
PRIMARY
RIGID GALVANIZED STEEL
POWER PROTECTION CABINET
PRIMARY RADIO CABINET
PPC
PRC
RCPT
PWR
PRI
RGS
W/O
XFER
XLPE
XFMR
TEL
VAC
W/
TYP
U.L.
U/G
SDBC
SURF
SEC
SW
S.N.
SAFELEC
ENCL
FAC
F/A
EXIST
EMT
FT
G
GEN
FU
GPS
GR
GND
GFCI
FLUOR
A
AIC
ACCA
AT
BD
BR
AWG
C
CAB
BTS
BTCW
BRKR
APPROX
AMPERE
BRANCH
BARE TINNED COPPER WIRE
APPROXIMATELY
AMERICAN WIRE GAGE
AMPERE TRIP
AMPERE INTERRUPTING
CAPACITY
BREAKER
ANTENNA CABLE COVER
ASSEMBLY
CONDUIT
CABINET
BASE TRANSMISSION SYSTEM
BOARD
HDBC
HPS
LPS
MAX
LG
MECH
CB
CKT
DEM
(E)
CONT
CIRCUIT
DEMAND
EXISTING
CIRCUIT BREAKER
CONTINUOUS
HARD DRAWN COPPER WIRE
LOW PRESSURE SODIUM
MECHANICAL
MAXIMUM
HIGH PRESSURE SODIUM
LENGTH
FLUORESCENT
FUSE
GENERATOR
GROUND FAULT CIRCUIT
INTERRUPTER
GROUND
FOOT/FEET
GLOBAL POSITIONING SYSTEM
GROWTH
GROUNDING
ELECTRICAL METALLIC TUBING
ELECTRICAL
ENCLOSURE
FIRE ALARM
FACTOR
EXISTING
UNLESS NOTED OTHERWISEU.N.O.
EGR EMERGENCY GEN. RECEPTACLE
MANUAL TRANSFER SWITCHMTS
BATT BATTERY
2. EQUIPMENT LOCATION
A. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST
RULES AND REGULATIONS OF THE NATIONAL ELECTRIC CODE AND ALL
STATE AND LOCAL CODES. NOTHING IN THESE PLANS OR SPECIFICATIONS
SHALL BE CONSTRUED AS TO PERMIT WORK NOT CONFORMING TO THE
MOST STRINGENT OF THESE CODES. SHOULD CHANGES BE NECESSARY IN
THE DRAWINGS OR SPECIFICATIONS TO MAKE THE WORK COMPLY WITH
THESE REQUIREMENTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
ENGINEER IN WRITING AND CEASE WORK ON PARTS OF THE CONTRACT
B. THE CONTRACTOR SHALL MAKE A SITE VISIT PRIOR TO BIDDING AND
CONSTRUCTION TO VERIFY ALL EXISTING CONDITIONS AND SHALL NOTIFY
THE ENGINEER IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES.
THE CONTRACTOR ASSUMES ALL LIABILITY FOR FAILURE TO COMPLY WITH
THIS PROVISION.
C. THE EXTENT OF THE WORK IS INDICATED BY THE DRAWINGS, SCHEDULES,
AND SPECIFICATIONS AND IS SUBJECT TO THE TERMS AND CONDITIONS OF
THE CONTRACT. THE WORK SHALL CONSIST OF FURNISHING ALL LABOR,
EQUIPMENT, MATERIALS AND SUPPLIES NECESSARY FOR A COMPLETE AND
OPERATIONAL ELECTRICAL SYSTEM. THE WORK SHALL ALSO INCLUDE THE
COMPLETION OF ALL ELECTRICAL WORK NOT MENTIONED OR SHOWN
WHICH ARE NECESSARY FOR SUCCESSFUL OPERATION OF ALL SYSTEMS.
D. THE CONTRACTOR SHALL PREPARE A BID FOR A COMPLETE AND
OPERATIONAL SYSTEM, WHICH INCLUDES THE COST FOR MATERIAL AND
LABOR.
E. WORKMANSHIP AND NEAT APPEARANCE SHALL BE AS IMPORTANT AS THE
OPERATION. DEFECTIVE OR DAMAGED MATERIALS SHALL BE REPLACED OR
REPAIRED PRIOR TO FINAL ACCEPTANCE IN A MANNER ACCEPTABLE TO
OWNER AND ENGINEER.
F. COMPLETE THE ENTIRE INSTALLATION AS SOON AS THE PROGRESS OF THE
WORK WILL PERMIT.
G. ANY ERROR, OMISSION OR DESIGN DISCREPANCY ON THE DRAWINGS
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR
CLARIFICATION OR CORRECTION BEFORE CONSTRUCTION.
H. "PROVIDE" INDICATES THAT ALL ITEMS ARE TO BE FURNISHED, INSTALLED
AND CONNECTED IN PLACE.
I. CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING PERMITS AND PAY
ALL REQUIRED FEES.
A. ALL DRAWINGS INDICATE DIAGRAMMATICALLY THE DESIRED LOCATIONS
OR ARRANGEMENTS OF CONDUIT RUNS, OUTLETS, EQUIPMENT, ETC., AND
ARE TO BE FOLLOWED AS CLOSELY AS POSSIBLE. PROPER JUDGEMENT
MUST BE EXERCISED IN EXECUTING THE WORK SO AS TO SECURE THE BEST
POSSIBLE INSTALLATION IN THE AVAILABLE SPACE AND TO OVERCOME
LOCAL DIFFICULTIES DUE TO SPACE LIMITATIONS OR INTERFERENCE OF
STRUCTURE CONDITIONS ENCOUNTERED.
B. IN THE EVENT CHANGES IN THE INDICATED LOCATIONS OR
ARRANGEMENTS ARE NECESSARY, DUE TO FIELD CONDITIONS IN THE
BUILDING CONSTRUCTION OR REARRANGEMENT OF EQUIPMENT, SUCH
CHANGES SHALL BE MADE WITHOUT COST, PROVIDING THE CHANGE IS
ORDERED BEFORE THE CONDUIT RUNS, ETC., AND WORK DIRECTLY
CONNECTED TO THE SAME IS INSTALLED AND NO EXTRA MATERIALS ARE
REQUIRED.
C. COORDINATE THE WORK OF THE SECTION WITH THAT OF ALL OTHER
TRADES. WHERE CONFLICTS OCCUR, CONSULT WITH THE PERSPECTIVE
CONTRACTOR AND COME TO AGREEMENT AS TO CHANGES NECESSARY.
OBTAIN WRITTEN ACCEPTANCE FROM ENGINEER FOR THE PROPOSED
CHANGES BEFORE PROCEEDING.
1. GENERAL REQUIREMENTS
3. TESTS
A. BEFORE FINAL ACCEPTANCE OF WORK, THE CONTRACTOR SHALL INSURE
THAT ALL EQUIPMENT, SYSTEMS, FIXTURES, ETC., ARE WORKING
SATISFACTORILY AND TO THE INTENT OF THE DRAWINGS.
4. PERMITS
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING OUT AND PAYING
FOR ALL THE REQUIRED PERMITS, INSPECTION AND EXAMINATION WITHOUT
ADDITIONAL EXPENSE TO THE OWNER.
G. ALL GROUND CONNECTIONS SHALL BE MADE WITH "HYGROUND"
COMPRESSION SYSTEM BURNDY CONNECTORS EXCEPT WHERE NOTED
OTHERWISE.
H. PAINT AT ALL GROUND CONNECTIONS SHALL BE REMOVED.
I. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 5 OHMS. IF THE
RESISTANCE VALUE IS EXCEEDED, NOTIFY THE OWNER FOR FUTURE
INSTRUCTION ON METHODS FOR REDUCING THE RESISTANCE VALUE. SUBMIT
TEST REPORTS AND FURNISH TO VERIZON ONE COMPLETE SET OF PRINTS
SHOWING "INSTALLED WORK".
6. UTILITY SERVICE
A. TELEPHONE AND ELECTRICAL METERING FACILITIES SHALL CONFORM TO
THE REQUIREMENTS OF THE SERVING UTILITY COMPANIES. CONTRACTOR
SHALL VERIFY SERVICE LOCATIONS AND REQUIREMENTS. SERVICE
INFORMATION WILL BE FURNISHED BY THE SERVING UTILITIES.
B. CONFORM TO ALL REQUIREMENTS OF THE SERVING UTILITY COMPANIES.
7. PRODUCTS
A. ALL MATERIALS SHALL BE NEW, CONFORMING WITH THE NEC, ANSI, NEMA,
AND THEY SHALL BE U.L. LISTED AND LABELED.
B. CONDUIT:
B.1. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED WITH
ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR UNDER
CONCRETE SLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC
ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING
EXTERIOR, RIGID CONDUIT IN CONTACT WITH EARTH SHALL BE 1/2
LAPPED WRAPPED WITH HUNTS WRAP PROCESS NO. 3.
B.2. ELECTRICAL METALLIC TUBING SHALL HAVE U.L. LABEL, FITTINGS SHALL
BE COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS.
B.3. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. LISTED LABEL AND MAY
BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE "JAKE" OR
"SQUEEZE" TYPE. SEAL TIGHT FLEXIBLE CONDUIT. ALL CONDUIT IN
EXCESS OF SIX FEET IN LENGTH SHALL HAVE FULL SIZE GROUND WIRE.
B.4. ALL UNDERGROUND CONDUITS SHALL BE PVC SCHEDULE 40 (UNLESS
NOTED OTHERWISE) AT A MINIMUM DEPTH OF 24" BELOW GRADE.
B.5. ALL CONDUIT ONLY (C.O.) SHALL HAVE PULL ROPE.
C. ALL WIRE AND CABLE SHALL BE COPPER, 600 VOLT, #12 AWG MINIMUM
UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS.
CONDUCTORS #10 AWG AND SMALLER SHALL BE SOLID. CONDUCTORS
#8 AWG AND LARGER SHALL BE STRANDED. TYPE THHN INSULATION USED
UNLESS CONDUCTORS INSTALLED IN CONDUIT EXPOSED TO WEATHER, IN
WHICH CASE TYPE THWN INSULATION SHALL BE USED.
D. PROVIDE GALVANIZED COATED STEEL BOXES AND ACCESSORIES SIZED
PER CODE TO ACCOMMODATE ALL DEVICES AND WIRING.
E. TOGGLE SWITCHES SHALL BE 20 AMP, 120 VOLT AC, SPECIFICATION
GRADE WHITE (UNLESS NOTED OTHERWISE) FINISH. MOUNT SWITCHES AT
+48" ABOVE FINISHED FLOOR.
F. PANELBOARD SHALL BE DEAD FRONT SAFETY TYPE WITH ANTI-BURN
SOLDERLESS COMPRESSION APPROVED FOR COPPER CONDUCTORS,
COPPER BUS BARS, FULL SIZED NEUTRAL BUS, GROUND BUS AND EQUIPPED
WITH QUICK-MAKE QUICK-BREAK BOLT-IN TYPE THERMAL MAGNETIC
CIRCUIT BREAKERS. MOUNT TOP OF THE PANELBOARD AT 6'-3" ABOVE
FINISHED FLOOR. PROVIDE TYPEWRITTEN CIRCUIT DIRECTORY.
G. ALL CIRCUIT BREAKERS, MAGNETIC STARTERS AND OTHER
ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS
THAN MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE
SUBJECTED.
H. GROUND RODS SHALL BE COPPER CLAD STEEL, 5/8" ROUND AND 10'
LONG. COPPERWELD OR APPROVED EQUAL.
I. CONDUIT REQUIREMENTS (TYP., U.N.O.): UNDERGROUND: PVC (SCHED 40
OR 80), INDOOR: EMT (RGS IN TRAFFIC AREAS, OUTDOOR (ABOVE
GRADE): RGS.
J. PLACE "TRUE TAPE" AND PULL ROPE IN THE CONDUITS AS REQUIRED.
8. INSTALLATION
A. PROVIDE SUPPORTING DEVICES FOR ALL ELECTRICAL EQUIPMENT,
FIXTURES, BOXES, PANEL, ETC., EQUIPMENT SHALL BE BRACED TO
WITHSTAND HORIZONTAL FORCES IN ACCORDANCE WITH STATE AND
LOCAL CODE REQUIREMENTS. PROVIDE PRIOR ALIGNMENT AND LEVELING
OF ALL DEVICES AND FIXTURES.
9. PROJECT CLOSEOUT
A. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT,
AND FALL POTENTIAL GROUNDING TESTS FOR APPROVAL. SUBMIT TEST
REPORTS TO PROJECT MANAGER. CLEAN PREMISES OF ALL DEBRIS
RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND
UNDAMAGED CONDITION.
B. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE "AS INSTALLED"
DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL
DIMENSIONS, ROUTINGS AND CIRCUITS.
5. GROUNDING
A. THE CONTRACTOR SHALL PROVIDE A COMPLETE, AND APPROVED
GROUNDING SYSTEM INCLUDING ELECTRODES. ELECTRODE CONDUCTOR,
BONDING CONDUCTORS, AND EQUIPMENT CONDUCTORS AS REQUIRED
BY ARTICLE 250 OF NATIONAL ELECTRICAL CODE.
B. CONDUITS CONNECTED TO EQUIPMENT AND DEVICES SHALL BE
METALLICALLY JOINED TOGETHER TO PROVIDE EFFECTIVE ELECTRICAL
CONTINUITY.
C. FEEDERS AND BRANCH CIRCUIT WIRING INSTALLED IN A NONMETALLIC
CONDUIT SHALL INCLUDE A CODE SIZED GROUNDING CONDUCTOR
HAVING GREEN INSULATION. THE GROUND CONDUCTOR SHALL BE
PROPERLY CONNECTED AT BOTH ENDS TO MAINTAIN ELECTRICAL
CONTINUITY.
D. REFER TO GROUND BUS DETAILS. PROVIDE NEW GROUND SYSTEM
COMPLETE WITH CONDUCTORS, GROUND ROD AND DESCRIBED
TERMINATIONS.
E. ALL GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER AND
ANNEALED #2 UNLESS NOTED OTHERWISE.
F. ALL NON-DIRECT BURIED TELEPHONE EQUIPMENT GROUND CONDUCTORS
SHALL BE #2 STRANDED, THHN (GREEN) INSULATION.
ELECTRICAL NOTES GENERAL ABBREVIATIONS
ELECTRICAL LEGEND
E/T
OHT/OHP
OHT
OHP
OVERHEAD TELEPHONE LINE
OVERHEAD TELEPHONE/OVERHEAD POWER
OVERHEAD POWER LINE
5/8" X 10'-0" ,CU. GND ROD 24" MIN. BELOW GRADE.
CIRCUIT BREAKER
MECHANICAL CONNECTION
POWER RUN
TELCO RUN
POWER/TELCO RUN
FUSE, SIZE AND TYPE AS INDICATED.
E
T
LIGHTING FIXTURE
G GROUND LINE
SHROUD
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E E
GG
G
G
G
G
G
G
G
G
G
G
G G
RRUS 32
E E E E E
E
E
E
E
E E E E E
E
E
E
E
G
G
(N) #8 CARRIER GROUND TO BE
BONDED TO GROUND ROD IN STREET
LIGHT PULL BOX
5/8"DIA.x10' GROUND ROD
PER N.E.C. ARTICLE 250
E E
CITY SERVICE CONDUCTORS
STREET LIGHT PULL BOX
(E) CITY SERVICE POINT
SEE CIRCUIT DIAGRAM
(N) DISCONNECT
SEE STREET LIGHT SINGLE
LINE DIAGRAM
CANISTER ANTENNA4
D-1
(N) (2) #10 WIRES
G
G
G
G
G
(N) (4) #12 WIRES &
(2) #12 GROUND
NOTE:
CONDUIT FILL CALCULATIONS
5(48,5('&21'8,7&217$&7
ENGINEER IF SMALLER
LUMINAIRE
E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
(2) #10 TO STREET LIGHT CONDUCTORS
(N) STREET LIGHT CONDUCTORS
2#10 & 1#8 GND
(N) #8 GND STREET LIGHT
G
G G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
E E
(N) STREET LIGHT 10A FUSE
(N) 30A FUSE
6701 6701
5G ANTENNA6
D-1
(N) 68A SMART METER
(N) TERMINAL BLOCK SPLICE/
CONNECTION
G G
G
G
G
G
G
G
G
G
3
E-3
(N) (4) WIRE RECEPTICLEE-3
(N) #10 WIRE FROM RECEPTACLE TO
DISCONNECT
RRUS 32
E E
E E
E
G E
E
E
EG
E
E
E
E
G
E E
E
E
E
E
E
E
E
E
G
G
G
G
E E
E
E
E
E
E
E
E
E
G
G
G
G
(N) #8 GROUND FROM ANTENNA TO
BE CONNECTED AT GROUND BAR IN
DISCONNECT SWITCH PER CEC
250.94 AND 800.100(B)(2)
(N) (4) #14 WIRES
(N) (2) GROUND #12 WIRES
(N) #10 WIRE FROM TERMINAL BLOCK
TO DISCONNECT
(N) (2) #10 WIRES
2
(N) (2) #10 WIRES & (1) #10 GROUND
TO WAGO SPLICERS
(N) (3) WAGO SPLICE CONNECTORS
INSIDE DISCONNECT
FI
B
E
R
FI
B
E
R
FI
B
E
R
FIBERFIBERFIBERFIBER
FI
B
E
R
FI
B
E
R
FI
B
E
R
FIBERFIBERFIBERFIBER
FIBER FIBER FIBER FIBER FIBER
FI
B
E
R
FIBER 11X17 BOX
(UNDER SEPARATE PERMIT)
FIBER POC
FIBERFIBER
A A A A
A
A
A
A
A
A
A
A
A
A
A
A
A
(N) (2) FIBER
JUMPERS TO FEEDFUTURE FIBER AND
CONDUIT UNDER
SEPARATE PERMIT
RRUS 32
RRUS 32
(N) (4) 1/4" COAX CABLES FROM
RADIOS TO TWIN DIPLEXERS
(N) (4) 1/4" COAX CABLES FROM
RADIO TO TWIN DIPLEXERS
RET CABLE, ACCESSIBLE
THROUGH HANDHOLE.
CABLE TIE EXCESS CABLING
AT ANTENNA CAGE
FIBER FIBER FIBER FIBER
FI
B
E
R
FI
B
E
R
FI
B
E
R
FIBER
67016701
(N) (1) FIBER JUMPERS TO
FEED EACH ANTENNA/RADIO
(N) (2) TWIN DIPLEXERS
(N) (4) 1/4" COAX CABLES FROM
TWIN DIPLEXERS TO ANTENNA
E E E E E E E
LUMINAIRE
(N) STREET LIGHT CONDUCTORS
2#10
(N) 30A FUSE AT MID-POINT OF 48"
CONDUCTOR SLACK IN PULLBOX
(N) STREET LIGHT 10A FUSE AT MID-POINT
OF 48" CONDUCTOR SLACK IN PULLBOX
E E
CITY SERVICE
CONDUCTORS TO
SERVICE POINT
E E E E E E
(N) EQUIPMENT
(N) CONDUCTORS
1
E-2
(N) 2 #10 WIRES
STREET LIGHT PULL
BOX
(N) WATERPROOF SPLICED
CONNECTION W/ 72" OF
CONDUCTOR SLACK
(N) STREET LIGHT CONDUCTORS
2#10
DRAWN BY:
CHECKED BY:BPM
APE
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
0 04/06/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
SF_CUPERTINO_123
(NEAR) 5999 SUTTON PARK PL
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
1 06/24/20 100% CD REV 1
2 10/23/20 100% CD PLAN CHECK
E-2
1
ELECTRICAL SINGLE-LINE
AND GROUNDING DIAGRAM
2 ELECTRICAL AND GROUNDING DIAGRAMFIBER/COAX DIAGRAM
GROUND ROD
POWER RUN
GROUND WIRE(S)
FUSE & FUSE HOLDER, SIZE AND TYPE AS INDICATED.
E
G
FIBER LINE(S)FIBER
LEGEND
NOTES:
1.GROUND ROD: UL LISTED COPPER CLAD STEEL. MINIMUM 5/8" DIAMETER x 10'-0" LONG. ALL GROUND
RODS MAY BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF
GROUND CONDUCTOR.
2.CELL REFERENCE GROUND BAR: POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS
EQUIPMENT FRAMES. ALL BONDS ARE MADE WITH GREEN INSULATED COPPER CONDUCTORS, SIZED AS
SHOWN. BOND TO GROUND ROD AS SHOWN IN THE GROUNDING SCHEMATIC.
3.EXTERIOR UNIT BONDS: METALLIC OBJECTS SHALL BE BONDED TO THE EXTERIOR GROUND ROD.
4. PROVIDE ALL ELECTRICAL WORK & MATERIALS AS SHOWN ON THE DWGS, AS CALLED FOR HEREIN, & AS
IS NECESSARY TO FURNISH A COMPLETE INSTALLATION.
5. OUTDOOR EQUIPMENT SHALL BE RATED NEMA 3R AND/OR UL LISTED FOR WET ENVIRONMENT.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING THE GROUNDING SYSTEM AND ENSURING A 5
OHM OR LESS GROUNDING PATH. ADDITIONAL GROUND RODS AND/OR CHEMICAL ROD SYSTEM SHALL
BE USED IF THE GIVEN DESIGN CANNOT BE MADE TO ACHIEVE THIS REQUIREMENT.
COAX CABLE A
3STREET LIGHT SINGLE LINE DIAGRAM
Carrier ground wire and ground rod to be labeled if
placed in City's electrical box.
20
.
5
"
8.75"
SIDE VIEW FRONT VIEW
TOP VIEW
TESCO DISCONNECT BOX WITH CT AND METER SOCKET
COLOR: GRAY
DIMENSIONS: 20.5" TALL x 8.75" WIDE x 4.25" DEEP
TOTAL WEIGHT:
PHASE.:3-WIRE
VOLTAGE: 120/240
AMPACITY: 60 MAX
4.25"
4.
2
5
"
SIGNAGE PER
7/D-2
SHUTDOWN
PG&E SMART
METER
EATON DISCONNECT
BOX DG222NRB
3.
2
5
"
6.
1
2
5
"
3"
4.
7
5
"
0.375
PLAN
4-PIN SOCKET
(N) PG&E TRANSFORMER
RATED SMARTPOLE METER
(FURNISHED & INSTALLED BY
PG&E)
ELEVATION
X
Z
YW
BRASS PIN
NICKLE PLATED
WHITE COLOR
PLUNGER SWITCH
BRASS PIN
COPPER COLOR
NICKLE PLATED
WHITE COLOR BRASS PIN
COPPER COLOR
A A
GROUNDING
INTERFACE
AC POWER INTERFACE
ERICSSION PSU AC 08
DIMENSIONS: 2.72" TALL x 10.79" WIDE x 7.09" DEEP
WEIGHT: 11.46 lbs
THE PSU IS REQUIRED TO OPERATE THE RRUS ON AC. IF THE RRUS IS INSTALLED OUTDOORS, THE ACCU IS
ALSO REQUIRED, OTHERWISE THE ACCU IS OPTIONAL. THE EQUIPMENT FOR AC POWER SUPPLY IS
SHOWN FIGURE 1
FIGURE 1
TOP VIEW
SIDE VIEW
2
1
/
4
"
8
3
/
8
"
3 1/8"
DUAL IN-LINE FUSE HOLDER
STEEL MOUNT
BRACKET AND
PLATE
LIGHT POLE
1/2" STAINLESS STEEL
BANDS
STEEL MOUNT
BRACKET AND
PLATE
DISCONNECT
SIDE VIEWFRONT VIEW
TOP VIEW
1 1/2" STD PIPE
NIPPLE
1/2" STAINLESS
STEEL BANDS
LIGHT POLE
DISCONNECT
1/2" THREAD
SEALING
TAPE
STEEL MOUNT
BRACKET AND
PLATE
1/2" STAINLESS
STEEL BANDS
SHUTDOWN
21897
POLE ID
1
CIRCUIT #
NO
REQUIRED
PHOTOCELL
(YES/NO)
PHOTOCELL TABLE
21898 1 NO
DRAWN BY:
CHECKED BY:BPM
APE
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
0 04/06/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
SF_CUPERTINO_123
(NEAR) 5999 SUTTON PARK PL
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
1 06/24/20 100% CD REV 1
2 10/23/20 100% CD PLAN CHECK
E-3
ELECTRICAL DETAILS
1
6 3
5 2
4
912NOT USED FUSE HOLDER
2 BOLT PARALLEL
SPLICER CLAMP
CROSS RUN
CLAMP
CAST ``T'' SPLICER 1 BOLT PARALLEL
ROD CLAMP
BOLT GRND.
2 HOLE LUG
50H2
1 BOLT PARALLEL
CLAMP``U'' BOLT
PIPE CLAMP
UNIVERSAL PIPE CLAMPS
UNIVERSAL PIPE
CLAMPS
75/1.25
MECHANICAL CONNECTION
CONDUIT FILL
DISCONNECT
PSU AC08
SMART METER
7
11PHOTOCELL TABLE
LUMINAIRE SPECS10
RECEPTACLE WIRING DIAGRAM
DISCONNECT MOUNTING
YES
Encroachment Agreement - 5999 Sutton Park Pl
- CUPER123
Final Audit Report 2020-12-09
Created:2020-12-07
By:Araceli Alejandre (aracelia@cupertino.org)
Status:Signed
Transaction ID:CBJCHBCAABAA8aSJsKIqRjVlUUJlUz4ZTcONoYhWIfh6
"Encroachment Agreement - 5999 Sutton Park Pl - CUPER123"
History
Document created by Araceli Alejandre (aracelia@cupertino.org)
2020-12-07 - 6:03:19 PM GMT- IP address: 73.170.27.253
Document emailed to Heather M. Minner (minner@smwlaw.com) for signature
2020-12-07 - 6:06:10 PM GMT
Email viewed by Heather M. Minner (minner@smwlaw.com)
2020-12-08 - 11:20:22 PM GMT- IP address: 45.41.142.198
Document e-signed by Heather M. Minner (minner@smwlaw.com)
Signature Date: 2020-12-08 - 11:20:53 PM GMT - Time Source: server- IP address: 52.39.49.65
Document emailed to Chad Mosley (chadm@cupertino.org) for signature
2020-12-08 - 11:20:56 PM GMT
Email viewed by Chad Mosley (chadm@cupertino.org)
2020-12-09 - 0:10:17 AM GMT- IP address: 104.47.73.126
Document e-signed by Chad Mosley (chadm@cupertino.org)
Signature Date: 2020-12-09 - 0:10:29 AM GMT - Time Source: server- IP address: 67.164.60.110
Document emailed to Kirsten Squarcia (kirstens@cupertino.org) for signature
2020-12-09 - 0:10:31 AM GMT
Email viewed by Kirsten Squarcia (kirstens@cupertino.org)
2020-12-09 - 0:14:44 AM GMT- IP address: 104.47.44.254
Document e-signed by Kirsten Squarcia (kirstens@cupertino.org)
Signature Date: 2020-12-09 - 0:15:18 AM GMT - Time Source: server- IP address: 69.110.137.176
Agreement completed.
2020-12-09 - 0:15:18 AM GMT