21-178 Encroachment Agreement, GTE Mobilnet of California Limited Partnership, dba Verizon Wireless, R.O.W, 10495 Bandley DriveHeather 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:BM
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 04/03/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
SF_CUPERTINO_075
10495 BANDLEY DR
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
(NEAR) NORTHEAST
1 05/29/20 100% CD PLAN CHECK
2 07/07/20 100% CD PLAN CHECK
3 10/29/20 100% CD PLAN CHECK
SITE ID:
SITE TYPE:
POLE #:
COUNTY:
PSLC:
SF_CUPERTINO_075
LIGHT POLE
NEW POLE NUMBER TO BE PROVIDED BY CITY
SANTA CLARA
474572
SF_CUPERTINO_075
(NEAR) NORTHEAST 10495 BANDLEY DR
CUPERTINO, CA 95014
SITE INFORMATION
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
37.330307 NAD83
-122.034524 NAD83
SANTA CLARA
PUBLIC RIGHT OF WAY
NEAR 326-33-108
CITY OF CUPERTINO
233.4' AMSL
VICINITY MAPPROPOSED POLE PHOTO
N
DRAWING INDEX
SHEET NO.
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.
10495 BANDLE DR
PROJECT TEAM PROJECT DESCRIPTION
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
(NEAR) NORTHEAST 10495 BANDLEY DR
CUPERTINO, CA 95014
APPROX POLE LOCATION
VERIZON WIRELESS PROPOSES TO INSTALL A NEW WIRELESS COMMUNICATION SITE ON A LIGHT POLE IN THE PUBLIC RIGHT-OF-WAY.
SCOPE:
·INSTALL (1) 2' NEW CANISTER ANTENNA INSIDE NEW FRP CONCEALMENT SHROUD ON TOP OF POLE
·INSTALL (2) 5G ANTENNA/RADIOS INSIDE NEW FRP CONCEALMENT SHROUD ON TOP OF POLE
·INSTALL (1) RRUS 8843, (1) RRUS 4408, (1) RRUS 2205 RADIOS IN EQUIPMENT CONCEALED PEDESTAL BASE
·INSTALL (2) PSU-AC08 BEHIND RADIOS IN EQUIPMENT CONCEALED PEDESTAL BASE
·INSTALL NEW COAX FROM EQUIPMENT TO NEW ANTENNA WITHIN POLE
·INSTALL (1) NEW DISCONNECT / SMART METER ON SIDE OF POLE
·INSTALL (1) NEW AC LOAD CENTER IN EQUIPMENT CONCEALED PEDESTAL BASE
·INSTALL NEW PEDESTAL BASE POLE AND FOUNDATION TO REPLACE EXISTING
T-1 TITLE SHEET
T-2 GENERAL NOTES
A-1 SITE PLAN & ENLARGED SITE PLAN
A-2
A-4
ELEVATIONS
CIRCUIT DIAGRAM
D-1 DETAILS
E-1 ELECTRICAL GENERAL NOTES
E-2 ONE-LINE DIAGRAM & GROUNDING SCHEMATIC
E-3 ELECTRICAL DETAILS
SURVEY
D-2 DETAILS
C-1
A-3 ELEVATIONS
D-3 POLE SPECS
D-4 CITY STANDARD DETAILS
DRAWN BY:
CHECKED BY:BM
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 04/03/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
SF_CUPERTINO_075
10495 BANDLEY DR
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
(NEAR) NORTHEAST
1 05/29/20 100% CD PLAN CHECK
2 07/07/20 100% CD PLAN CHECK
3 10/29/20 100% 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. 90° SHORT SWEEPS UNDER ANTENNA ARM, ALL CABLES MUST TRANSITION ON
THE INSIDE OR BOTTOM OF THE ARM (NO CABLE ON TOP OF ARM).
6. USE 90° CONNECTOR AT CABLE CONNECTION FOR OMNI DOWN ANTENNAS.
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.
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B.O.
B.O.F.
CANT.
C.I.P.
CLG.
CLR.
COL.
CONC.
CONN.
CONST.
CONT.
dDBL.
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
BEAMBOUNDARY NAILING
BACK-UP CABINET
CABINET
BARE TINNED COPPER WIRE
BOTTOM
BOTTOM OF FOOTING
CANTILEVER(ED)CAST IN PLACE
CEILING
CLEAR
CONCRETE
CONNECTION(OR)
CONSTRUCTION
CONTINUOUSPENNY (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)
FLOORFOUNDATION
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.INTERIORLB.(#)
L.B.
L.F.
LAG BOLTS
POUND(s)
LINEAR FEET(FOOT)
L.
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
SITE
ISSUE STATUS
PROPRIETARY INFORMATIONTHE INFORMATION CONTAINED IN THIS SET OFDRAWINGS IS PROPRIETARY & CONFIDENTIAL TOVERIZON WIRELESS
ANY USE OR DISCLOSURE OTHER THAN AS ITRELATES TO VERIZON WIRELESS IS STRICTLYPROHIBITED
DESCRIPTIONDATE BYREV.
Modus, Inc.
240 Stockton Street, 3rd Floor
San Francisco, CA 94108
S/
L
S/
L
FI
B
E
R
FI
B
E
R
S/
L
S/LS/LS/L
S/L
S/
L
S/
L
S/
L
S/
L
S/
L
FI
B
E
R
DRAWN BY:
CHECKED BY:BM
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 04/03/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
SF_CUPERTINO_075
10495 BANDLEY DR
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
(NEAR) NORTHEAST
1 05/29/20 100% CD PLAN CHECK
2 07/07/20 100% CD PLAN CHECK
3 10/29/20 100% CD PLAN CHECK
A-1
SITE PLAN
1ENLARGED SITE PLAN
N
SITE PLAN2
N
2
A-1
ENLARGED SITE PLAN
A.P.N.:
326-56-001
1/16"=1'-0"
SCALE
1/2"=1'-0"
SCALE
1&2
A-3
1&2
A-2
(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
(N) POLE FOUNDATION
7'-0"± BA
C
K
O
F
C
A
B
I
N
E
T
TO PROP
E
R
T
Y
L
I
N
E
(N) LOCATION OF VERIZON
WIRELESS CANISTER
ANTENNA AND EQUIPMENT
(E) TELCO
DR
I
V
E
(E) BUILDING
A.P.N.:
326-33-108
ELECTRICAL LINE
STREET LIGHT LINE
E
S/L
FIBER LINE(S)FIBER
LEGEND
NC
1
(N) STEEL MAST ARM
(N) LUMINAIRE
N1N2
EC
2
N
C
2
NC
3
(N) EQUIPMENT CONCEALED PEDESTAL
BASE BY MANUFACTURER
MARIANI AVENUE
(E) POWER
(E) BUILDING
(E) SIDEWALK
(E) CURB & GUTTER
(E) TELCO
(E)SIDEWALK
(E) CURB & GUTTER
(E) SIDEWALK
GREENLEAF DRIVE
(E) TELCO
(E) TELCO
(E) POWER
(E) POWER
(E) SIGN
(E) SIGN
(E) TELCO(E) DRIVEWAY
BA
N
D
L
E
Y
(E) SIGN
(E) TREES
(E) SIGN
(E) LIGHT POLE
(E) WATER VALVE
(E) WATER METER
(E) TREE
A.P.N.:
326-33-109
PROPERTY LINE
PROPERTY LINE
SIDEWALK
(E) WATER VALVE
(E) TREE
(E) CURB AND GUTTER
BA
N
D
L
E
Y
D
R
I
V
E
(E) CURB AND GUTTER
(E) SEWER MANHOLE
(E) MANHOLE
(E) STORM DRAIN MANHOLE
(E) WATER VALVE
(E) FIRE HYDRANT
(E) STORM DRAIN MANHOLE
(E) TREES
(E) WATER METER
(E) TELEPHONE MANHOLE
(E) CONCRETE WALL
EC2
3'
-
0
"
(E) POWER
(E) SIGN
(E) TREE
8'-1"± CENTER OF POLE TO WALL
7'-6" CENTER OF POLE TO
EDGE OF CONCRETE
25
'
-
8
"
±
C
E
N
T
E
R
O
F
P
O
L
E
TO
E
D
G
E
O
F
C
O
N
C
R
E
T
E
25
'
-
8
"
±
C
E
N
T
E
R
O
F
P
O
L
E
TO
E
D
G
E
O
F
C
O
N
C
R
E
T
E
NOTE:
1. FIBER PULLBOX EXACT LOCATION TO BE VERIFIED IN FIELD
2. RESTORE LANDSCAPE AND IRRIGATION TO LIKE OR BETTER
CONDITION, TEST IRRIGATION
3. UPON COMPLETION OF CONSTRUCTION, NOTIFY CITY SO
THAT NEW BADGE ID NUMBER CAN BE PLACED BY THE
CITY ONTO THE NEW STREETLIGHT POLE
SHUTDOWN
DRAWN BY:
CHECKED BY:BM
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 04/03/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
SF_CUPERTINO_075
10495 BANDLEY DR
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
(NEAR) NORTHEAST
1 05/29/20 100% CD PLAN CHECK
2 07/07/20 100% CD PLAN CHECK
3 10/29/20 100% CD PLAN CHECK
A-2
EXISTING & PROPOSED
ELEVATIONS
12PROPOSED ELEVATIONNOT USED 1/2"=1'-0"
SCALE
EXISTING SURFACE
0'-0" AGL
4
D-2(N) FOUNDATION
13'-6" BACK OF CABINET TO PROPERTY LINE
(N) LIGHT POLE
(N) LUMINAIRE
(N) NOTICE SIGNAGE
FACING STREETSIDE
12
D-1
(N) 12-'0" MAST ARM
T.O. (N) EQUIPMENT ENCLOSURE
4'-0" AGL
T.O. (N) STEEL LIGHT POLE
29'-11" AGL
T.O. (N) LIGHT SENSOR
30'-6" 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
RAD CENTER OF (P) 5G ANTENNA
31'-7" AGL
T.O. (P) CONCEALMENT SHROUD
35'-6" AGL
RAD CENTER OF (P) CANISTER ANTENNA
34'-3" AGL
T.O. (N) NOTICE SIGNAGE
24'-9" AGL
7
D-1
8
D-1
5
D-1
11
D-1
(N) VERIZON WIRELESS EQUIPMENT CONCEALED
WITHIN PEDESTAL BASE
-(1) RRUS 8843, (1) 4408, (1) 2205
-(2) PSU AC08
-(1) AC LOAD CENTER
-(1) TWIN DIPLEXER
-(1) FIBER DEMARC BOX
4
E-3
1
D-2
3
E-3
B.O. (N) DISCONNECT
7'-0" AGL
T.O. (N) DISCONNECT
8'-9" AGL (N) SMART METER / DISCONNECT
w/ SHUTDOWN SIGNAGE
4
D-3
10
D-1
9
D-1
3
D-1
PORT HOLE LOCATION
FOR DISCONNECT
5
D-3
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.
8
E-3
DRAWN BY:
CHECKED BY:BM
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 04/03/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
SF_CUPERTINO_075
10495 BANDLEY DR
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
(NEAR) NORTHEAST
1 05/29/20 100% CD PLAN CHECK
2 07/07/20 100% CD PLAN CHECK
3 10/29/20 100% CD PLAN CHECK
A-3
EXISTING & PROPOSED
ELEVATIONS
12PROPOSED ELEVATIONNOT USED 1/2"=1'-0"
SCALE
4
D-2(N) FOUNDATION
(N) LIGHT POLE
T.O. (N) EQUIPMENT ENCLOSURE
4'-0" AGL
T.O. (N) STEEL LIGHT POLE
29'-11" AGL
T.O. (N) LIGHT SENSOR
30'-6" AGL
RAD CENTER OF (P) 5G ANTENNA
31'-7" AGL
T.O. (P) CONCEALMENT SHROUD
35'-6" AGL
RAD CENTER OF (P) 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) LUMINAIRE
T.O. (N) NOTICE SIGNAGE
24'-9" AGL
EXISTING SURFACE
0'-0" AGL
7
D-1
8
D-1
5
D-1
11
D-1
(N) VERIZON WIRELESS EQUIPMENT CONCEALED
WITHIN PEDESTAL BASE
-(1) RRUS 8843, (1) 4408, (1) 2205
-(2) PSU AC08
-(1) AC LOAD CENTER
-(1) TWIN DIPLEXER
-(1) FIBER DEMARC BOX
4
E-3
1
D-2
3
E-3
B.O. (N) DISCONNECT
7'-0" AGL
T.O. (N) DISCONNECT
8'-9" AGL (N) SMART METER / DISCONNECT
w/ SHUTDOWN SIGNAGE
4
D-3
10
D-1
9
D-1
3
D-1
PORT HOLE LOCATION
FOR DISCONNECT
5
D-3
(N) NOTICE SIGNAGE
FACING OTHER SIDE
12
D-1
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.
(N) "NO PARKING" SIGNAGE
PER CITY STDS.
8
E-3
REVISIONS
DATE MARCH 2015
IMPROVEMENT PLANS FOR
MODUS OMT POLES
CALIFORNIACUPERTINOFile:
Scale:
Proj. Engr:
Checked:
Drawn:
Designed:
Date:
INSPECTOR:
PUBLIC WORKS
VOICE MAIL:
DATE
PROJECT ENGINEER
NAME
APPR.CITY
DATEAPPR.DATE
DESIGN
BY
DESIGN
(408) 777-3104
KEVIN REIDEN
FOR CITY OF CUPERTINO USE
PROJECT # ___________
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CUPERTINO
CITY OFCONSULTANT:
San Francisco, CA 94108
240 Stockton Street, 3rd Floor
Modus, Inc.APPLICANT:
E ST.1
955
NO SCALE
SF_CUPERTINO 075.dgn
San Jose, CA 95113
55 S Market St, Suite1200
WMH Corporation
SHEET A-4SHAWN VOGTMAN
STEVE LOUPE
SHEET A-4
MARIANI AVE
SF_CUPERTINO 075
2#8
150’
2
#
8
3
0
0
’
2
#
8
1
3
7
’
2#8
136’
2
#
8
6
0
’
B
A
N
D
L
E
Y
D
R
GREENLEAF DR
2
#
8
1
3
0
’
20612
20614
23991
23019
S
F
_
C
U
P
E
R
T
I
N
O
0
7
5
P
R
O
P
O
S
E
D
P
O
L
E
R SAGASTUME
R SAGASTUME
*
INSTALATION REQUIRED
NEW POLE & CONDUIT
*
1
1
1
2
2
3
ALTERNATE POLE LOCATION
POLE LOCATION
ALTERNATE
23018
INSTALLATION REQUIRED
NEW POLE
3-6-2018
LEGEND:
#
#
ELECTRICAL SERVICE CABINET
EXISTING LUMINAIRE
#
CIRCUIT NUMBER#
LUMINAIRE W/ CELLULAR EQUIPMENT
P
(HH)HAND-HOLE (NO PULL BOX)
SPLICED CONNECTION
POLE MOUNTED ELECTRICAL SERVICE POINT
PULLBOX (NO SPLICE)
- GATEWAY (MOUNTED TO POLE)
STREETLIGHT COMMUNICATION EQUIPMENT
MASTER PEU (MOUNTED TO POLE) OR
UNDERGROUND ELECTRICAL SERVICE POINT
CITY SERVICE BOX
SERVICE POINT
LOCATION
CIRCUIT
#
BREAKER
(FUSE)
SIZE
POLE
ID
CELLULAR
EQUIPMENT
WATTAGE
EXISTING
LUMINAIRE
PROPOSED
LUMINAIRE
AMPERAGE VOLTAGE DROP
EXISTING PROPOSED EXISTING PROPOSED
GREENLEAF DR 1 40A***
20612 -40W ID -
0.9 21.6 0.30%4.81%NEW 2,437+-40W ID
20614 -40W ID -
MARIANI AVE
&
BANDLY DR
ALT 2 40A***
23991 -40W ID -
0.4 21.7 0.11%3.91%
ALT NEW 2,437+-40W ID
ALT 3 30A**
23019 -40W ID -
0.5 10.7 0.06%0.51%
23018 2,437+40W ID -
120V***
PG&E
120V***
PG&E
240V**
PG&E
3
ONE RADIO RATED AT 68W, AND TWO RADIOS RATED AT 400W EACH.
+ WATTAGE FOR PROPOSED CELLULAR EQUIPMENT IS BASED ON UTILIZING ONE RADIO RATED AT 1,439W, ONE RADIO RATED AT 130W,
SUPPORT OF 40A FUSE CAN BE UTILIZED.
*** DIRECTLY FED FROM POC AND IS NOT FUSED. TYPICAL SERVICE FUSE SIZE OF 30A INADEQUATE FOR DEMAND. VERIFICATION THAT
** DIRECTLY FED FROM POC AND IS NOT FUSED. TYPICAL SERVICE FUSE SIZE OF 30A USED FOR CALCULATIONS.
* LUMINAIRE DID NOT DISPLAY WATTAGE. THE WATTAGE WAS ASSUMED TO BE 40W ID.
LUMINAIRES CONTROLLED BY INDIVIDUAL PHOTOCELLS.
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
"
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
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
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: 31.0± LBS
5.
1
"
24
.
0
0
"
12.00"
VVSSP-360S-M
ANTENNA COLOR: LIGHT GRAY
DIMENSIONS: 24.00" TALL x Ø12.00"
NET WEIGHT: 28.7 LBS
PLAN ELEVATION
10.95"
14
.
9
6
"
FRONT VIEWSIDE VIEWTOP VIEW
13.2"
ERICSSION RRUS 8843 REMOTE RADIO UNIT
COLOR:GRAY
DIMENSIONS: 14.96" TALL X 13.2" WIDE X 10.95"
TOTAL WEIGHT:71.9 LBS.SHUTDOWN PROTOCOL
6"
Normal Shut-Down Protocols:
1.Call 800-264-6620 NOC 24HRS prior to schedule a
shut-down day and time.
2.Give NOC the Node number .
3.On schedule day of shut-down, Put breaker switches in
"OFF" position.
4.Call NOC when work is completed.
Emergency Shut-Down Protocols:
1.Call 800-264-6620 NOC.
2.Give NOC the Node number .
3.Put breaker switches in "OFF" position.
4.Call NOC when work is completed.
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
SIDE VIEWFRONT VIEW
TOP VIEW
RRUS 2205
COLOR: GRAY
DIMENSIONS: 7.9" TALL x 7.9" WIDE x 3.9" DEEP
WEIGHT: 9.9± LBS
7.
9
"
7.9"
7.
9
"
3.9"
7.9"
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
SIDE VIEWFRONT VIEW
TOP VIEW
ERICSSON RADIO 4408
COLOR: GRAY
DIMENSIONS: 8.41" TALL x 7.88" WIDE x 4.13" DEEP
WEIGHT: 10.14± IBS
7.88"
8.
4
1
"
TOP VIEW
7.88"
4.
1
3
"
8.
4
1
"
4.13"
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
11/D-1
SHUTDOWN
PG&E SMART
METER
EATON DISCONNECT
BOX DG222NRB
3.
2
5
"
6.
1
2
5
"
3"
4.
7
5
"
0.375
DRAWN BY:
CHECKED BY:BM
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 04/03/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
SF_CUPERTINO_075
10495 BANDLEY DR
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
(NEAR) NORTHEAST
1 05/29/20 100% CD PLAN CHECK
2 07/07/20 100% CD PLAN CHECK
3 10/29/20 100% 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 8843
4 ANTENNA SHROUD & SKIRT
NOTICE SIGNAGE
SHUT-DOWN SIGN
NTS
SCALE
NTS
SCALE
NTS
SCALE
NTS
SCALE
NTS
SCALE
NTS
SCALE
NTS
SCALEPSU AC08 3NTS
SCALETWIN DIPLEXER
RRUS 2205
RRUS 4408DISCONNECT
D=6d FOR #3 THRU #8
4" MIN
.
6d
6d
4"
M
I
N
.
180°
45°90°4d
2 1/2" MIN.
12
d
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
#6 REBAR VERT, (6) TOTAL
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
PEDESTAL BASE PLATE
3" MIN.
CLR. TYP
C
A
SAW CUT (E) SIDEWALK TO
FLAG LINES
PIER FOUNDATION
17" DIA BOLT CIRCLE
ANCHOR PLATE,
SEE DETAIL 1/D-3
5"
#4 TIES @ 12" O.C.
(3) WITHIN TOP 5"
CONCEALED POLE
PEDESTAL BASE PER PLAN
C. PLAN VIEW
PIER
1-1/4" DIA X 30" ASTM
F1554 GR. 55 ANCHOR
BOLTS, (4) TOTAL
#6 REBAR VERT, (6) TOTAL
#4 TIES @ 12" O.C.
(3) WITHIN TOP 5"
3" MIN.
CLR.TYP
PIER FOUNDATION
INSIDE BEND DIAMETER
#3
#4
#5
1 1/2"
2"
2 1/2"
BAR SIZE D
D= 1/2" FOR #4 BARS
D= 3/4" FOR #6 BARS
(2) 1 1/2" DIA. CONDUIT
E. STIRRUP & TIES
1-1/4" DIA X 30" ASTM
F1554 GR. 55 ANCHOR
BOLTS, (4) TOTAL
6"
PC
C
CA
P
2
5
/
8
"
SE
E
N
O
T
E
NOTE:
TOTAL ANCHOR PROJECTION IS 2 5/8"
PLUS THE GROUT PAD THICKNESS
1-3/4" 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
B
PEDESTAL POLE BASE
36"x36"x12" SQUARE
TRANSITION
(4) 1-1/4" DIA. x 30"
THREADED ROD w/
GALVANZED DBL. NUTS
& 3" DIA. MIN. WASHERS
(24" MIN. EMBED.)
1'
-
0
"
CONCRETE SQUARE
TRANSITION
D
D
DD
D
D
SECTION A-A
2'-6"
2'
-
6
"
(N) STEEL PEDESTAL BASE W/
LOUVERED PANELS BY
MANUFACTURER
(N) RRU 8843
A A
PLAN
4'
-
0
"
(N) SHEET METAL BASE
PLATE COVER
(N) STEEL LIGHT POLE
BY MANUFACTURER
(N) STEEL PEDESTAL
BASE W/ LOUVERED
PANELS
(N) RRUS 8843
(E) CONCRETE SIDEWALK OR
GRADE
(N) CONCRETE
FOUNDATION
(N) RECTIFIER
MAINTENANCE SIDE
ACCESS
POWER/FIBER
EQUIPMENT
AC LOAD CENTER
W/ OVP FIBER
DEMARC
(N) TWIN DIPLEXER
(N) PSU
TYP OF (2)
(N) PSU
(N) TWIN DIPLEXER
(N) RRU 8843 MOUNT
BRACKET
(N) RRU 8843 MOUNT
BRACKET
(N) PSU
(N) RRU 4408
(N) RRU 2205
SECTION B-B
4'
-
0
"
(N) SHEET METAL BASE
PLATE COVER
(N) STEEL LIGHT POLE
BY MANUFACTURER
(N) STEEL PEDESTAL
BASE W/ LOUVERED
PANELS
(N) RRUS 8843
(E) CONCRETE SIDEWALK OR
GRADE
(N) CONCRETE
FOUNDATION
(N) PSU
(N) TWIN DIPLEXER
(N) RRU 8843 MOUNT
BRACKET (BEYOND)
(N) PSU
(N) RRU 4408
(N) RRU 2205
B
B
(N) RRU 2205 & RRU 4408
(MOUNTED BELOW)
DOOR SWING
DOOR SWING
DRAWN BY:
CHECKED BY:BM
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 04/03/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
SF_CUPERTINO_075
10495 BANDLEY DR
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
(NEAR) NORTHEAST
1 05/29/20 100% CD PLAN CHECK
2 07/07/20 100% CD PLAN CHECK
3 10/29/20 100% CD PLAN CHECK
DETAILS
1NTS
SCALE4STRUCTURAL NOTES 7 RRU MOUNTING DETAIL D-2FOUNDATION DETAIL
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) 4' SECTION OF ANCHOR BOLT BENT AT 90° RIGHT ANGLE (TYP.).
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: 200 PCF
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.
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) USE ONLY WHEN THE PRODUCT, AIR, AND SURFACE TEMPERATURE ARE ABOVE 40°F (4°C) 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) AIR, MIX AND SUBSTRATE TEMPERATURES SHOULD BE BETWEEN 40°F (4°C) AND 90°F (32°C).
- 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).
ANCHOR BOLT
DIAMETER + 0.06"
C
W
W
W2
W1
W3
1"
1"
ANCHOR PLATE
ANCHOR PLATE A36
3 11/16" O.D.
3 7/16" I.D.
CALTRANS TYPE 15 STANDARD POLE
USED FOR REFERENCE ONLY
(N) (10) 1/4" COAX
CABLE TO ANTENNA
LIGHT POLE
3 11/16" O.D.
3 7/16" I.D.
NOTE:
1. CALTRANS TYPE 15 STANDARD POLE USED FOR
REFERENCE ONLY
2. (10) 1/2" COAX SHOWN AS WORST CASE
SCENARIO. FOR NUMBER AND SIZE OF COAX,
SEE PLUMBING DIAGRAM, SHEET 2/E-2
(N) (10) 1/2" COAX CABLE TO ANTENNA
(SHOWN AS WORST CASE SCENARIO)
LIGHT POLE
ANCHOR BOLT
DIAMETER + 0.06"
C
W
W
W2
W1
W3
1"
1"
ANCHOR PLATE
ANCHOR PLATE A36
3 11/16" O.D.
3 7/16" I.D.
CALTRANS TYPE 15 STANDARD POLE
USED FOR REFERENCE ONLY
(N) (10) 1/4" COAX
CABLE TO ANTENNA
LIGHT POLE
3 11/16" O.D.
3 7/16" I.D.
NOTE:
1. CALTRANS TYPE 15 STANDARD POLE USED FOR
REFERENCE ONLY
2. (10) 1/2" COAX SHOWN AS WORST CASE
SCENARIO. FOR NUMBER AND SIZE OF COAX,
SEE PLUMBING DIAGRAM, SHEET 2/E-2
(N) (10) 1/2" COAX CABLE TO ANTENNA
(SHOWN AS WORST CASE SCENARIO)
LIGHT POLE
ANCHOR BOLT
DIAMETER + 0.06"
C
W
W
W2
W1
W3
1"
1"
ANCHOR PLATE
ANCHOR PLATE A36
3 11/16" O.D.
3 7/16" I.D.
CALTRANS TYPE 15 STANDARD POLE
USED FOR REFERENCE ONLY
(N) (10) 1/4" COAX
CABLE TO ANTENNA
LIGHT POLE
3 11/16" O.D.
3 7/16" I.D.
NOTE:
1. CALTRANS TYPE 15 STANDARD POLE USED FOR
REFERENCE ONLY
2. (10) 1/2" COAX SHOWN AS WORST CASE
SCENARIO. FOR NUMBER AND SIZE OF COAX,
SEE PLUMBING DIAGRAM, SHEET 2/E-2
(N) (10) 1/2" COAX CABLE TO ANTENNA
(SHOWN AS WORST CASE SCENARIO)
LIGHT POLE
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
ELEVATION
CUT HOLE TO 1/16"
LARGER THAN NOMINAL
PIPE DIA., TYP.
PORT TYPE
DISCONNECT
A B
(PIPE)C D
AT DISCONNECT:
1-1/2" SCHEDULE
40 STEEL PIPE
1-1/2"2"±1 1/2" 3/4"
6'-10"
SECTION A-A
C 3/16 TYP
SCHED. 40 STD PIPE
B
AD
TAPERED STEEL
LIGHT POLE
1/16" CHAMFER
MIN I.S. & O.S.
A A
DRAWN BY:
CHECKED BY:BM
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 04/03/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
SF_CUPERTINO_075
10495 BANDLEY DR
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
(NEAR) NORTHEAST
1 05/29/20 100% CD PLAN CHECK
2 07/07/20 100% CD PLAN CHECK
3 10/29/20 100% CD PLAN CHECK
D-3
DETAILS
NOT USED ANCHOR PLATE
NTS
SCALE
1NTS
SCALE
2
3NTS
SCALE
4NTS
SCALE
POLE TOP SECTION
PULLBOX
7
5
6
DISCONNECT MOUNTING
NOT USED
CABLE ACCESS AT PORT
DRAWN BY:
CHECKED BY:BM
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 04/03/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
SF_CUPERTINO_075
10495 BANDLEY DR
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
(NEAR) NORTHEAST
1 05/29/20 100% CD PLAN CHECK
2 07/07/20 100% CD PLAN CHECK
3 10/29/20 100% CD PLAN CHECK
D-4
CITY STANDARD DETAILS
1CITY STANDARD DETAILS
DRAWN BY:
CHECKED BY:BM
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 04/03/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
SF_CUPERTINO_075
10495 BANDLEY DR
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
(NEAR) NORTHEAST
1 05/29/20 100% CD PLAN CHECK
2 07/07/20 100% CD PLAN CHECK
3 10/29/20 100% 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
(N) (2) #12 WIRES &
(1) #12 GROUND
G
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
G
E E E
CITY SERVICE CONDUCTORS STREET LIGHT PULL BOX
(E) CITY SERVICE POINT
SEE CIRCUIT DIAGRAM
(N) DISCONNECT
SEE STREET LIGHT SINGLE
LINE DIAGRAM
(N) #8 GROUND FROM
ANTENNA TO BE
CONNECTED AT GROUND
BAR IN DISCONNECT
SWITCH PER CEC 250.94
AND 800.100(B)(2)
CANISTER ANTENNA4
D-1
(N) (2) #10 WIRES
TO OTHER STREET LIGHTS E E E E E E E E
CITY SERVICE CONDUCTORS
NOTE:
CONDUIT FILL CALCULATIONS
REQUIRED 1.5" Ø CONDUIT CONTACT
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
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
G
G
G
G
G
G
G
G
G
G
E E E
(N) STREET LIGHT 10A FUSE
(N) 30A FUSE
6701 6701
5G ANTENNA6
D-1
G G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
RRUS 8843
RRUS 4408
RRUS 2205
POLE PEDESTAL
BASE
E
E
E
E E
E
E
E
E E
G
G
G G
E E
E
E
E
E
E E
E
E
E
E
E E E
G
G
G
G
G
E E
E
E
E
E
E
E E
E
E
E
E
E
E
G G
G
G
G
G
G(N) (2) #12 WIRES &
(1) #12 GROUND
(N) (2) #12 WIRES &
(1) #12 GROUND
(N) (4) #14 WIRES
(N) (2) #14 GROUND
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
(N) 68A SMART
METER
(N) TERMINAL BLOCK SPLICE/
CONNECTION
3
E-3
(N) (4) WIRE
RECEPTICLE
2
E-3
(N) #10 WIRE FROM
RECEPTACLE TO
DISCONNECT
(N) #10 WIRE FROM
TERMINAL BLOCK TO
DISCONNECT
(N) (2) #10 WIRES
20/1
15/1
15/1 100/1 E E E E E
E
G G G G
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
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
(N) AC LOAD CENTER
E
(N) (2) #10 WIRES &
(1)#10 GROUND
15/1
15/1 G
G
G
G
G G G
E
E
E
E E E
E
E
E
E E E
E
E
E
E
E
E
E
E
E E
G
G
G
G
G G
E
E
E
E
E E
G
FI
B
E
R
FI
B
E
R
FI
B
E
R
FIBERFIBERFIBERFIBER
FI
B
E
R
FI
B
E
R
FIBERFIBERFIBERFIBER
FI
B
E
R
FI
B
E
R
FI
B
E
R
FI
B
E
R
FIBERFIBERFIBERFIBER
FIBER FIBER FIBER FIBER
FI
B
E
R
FIBER 11X17 BOX
(UNDER SEPARATE PERMIT)
FIBER POC
FIBERFIBER
(N) (3) FIBER
JUMPERS TO FEEDFUTURE FIBER AND
CONDUIT UNDER
SEPARATE PERMIT
(N) (8) 1/4" COAX CABLES
& (2) 1/2" COAX CABLES
FROM RADIOS / TWIN
DIPLEXER TO ANTENNA
FIBER FIBER FIBER FIBER
FI
B
E
R
FI
B
E
R
FI
B
E
R
FI
B
E
R
FIBER
67016701
(N) (1) FIBER JUMPERS TO
FEED EACH ANTENNA/RADIO
(N) (1) TWIN DIPLEXER
RRUS 8843
RRUS 4408
RRUS 2205
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
AA A
A
A
A
A
A
A
(N) (4) 1/4" COAX
CABLES FROM RADIOS
TO TWIN DIPLEXER
POLE PEDESTAL BASE
CANISTER 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
TO OTHER STREET LIGHTS
E
E
(N) WATERPROOF SPLICED
CONNECTION W/ 72" OF
CONDUCTOR SLACK
CITY SERVICE CONDUCTORS
(N) STREET LIGHT CONDUCTORS
2#10
DRAWN BY:
CHECKED BY:BM
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 04/03/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
SF_CUPERTINO_075
10495 BANDLEY DR
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
(NEAR) NORTHEAST
1 05/29/20 100% CD PLAN CHECK
2 07/07/20 100% CD PLAN CHECK
3 10/29/20 100% 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
LEGENDNOTES:
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
PANEL "PPC A"
MAIN 100A
MOUNTING SURFACE
VOLTS240/120 1 PHASE 3 WIRE
10,000 A.I.C. SYM
BUS 100A
VOLT AMPS
PHASE A PHASE B
OTHER REC
LTG
OLE
BKR
CIR
P CIR
BKR
OLE
P LTG
REC
1
3
5
2
4
6
RRUS 8843
VOLT AMPS
PHASE A PHASE B
PHASE A =1969 PHASE B =468
CONTINUOUS LOADS
UP TO 10KVA -x1.00 =-
REMAINDER -x1.00 =-RECEPTACLESX1.25 =-OTHER =x1.00 =-
TOTAL DESIGN KW = 3.046 TOTAL DESIGN AMPS = 25.39
NON-CONTINUOUS LOADS
1569
2437 3046
68
1439 STREETMACRO 67011 20
STREETMACRO 6701
400
400RRUS 2205
1
68
100130RRUS 4408
400400
1 15
1 15 MAIN 0
115
115
Carrier ground wire and ground rod to be
labeled if placed in City's electrical box.
12
.
7
5
"
9"
SIDE VIEW FRONT VIEW REAR VIEW
TOP VIEW
AC LOAD CENTER
QO612L100RB (OR APPROVED EQUAL)
COLOR: GRAY
DIMENSIONS: 12.75" TALL x 9" WIDE x 4.25" DEEP
TOTAL WEIGHT: 3 LBS.
PHASE.:3-WIRE
VOLTAGE: 120/240
AMPACITY: 100 MAX
4 1/4"9"
12
.
7
5
"
4.
5
"
SIGNAGE
PER 11/D-1
PLAN
4-PIN SOCKET
(N) 68A 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
3.06"Ø
A A
TOP VIEW
SIDE VIEW
2
1
/
4
"
8
3
/
8
"
3 1/8"
DUAL IN-LINE FUSE HOLDER
20612
POLE ID
1
CIRCUIT #
NO
REQUIRED
PHOTOCELL
(YES/NO)
PHOTOCELL TABLE
NEW 1 NO
20614 1 NO
DRAWN BY:
CHECKED BY:BM
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 04/03/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
SF_CUPERTINO_075
10495 BANDLEY DR
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
(NEAR) NORTHEAST
1 05/29/20 100% CD PLAN CHECK
2 07/07/20 100% CD PLAN CHECK
3 10/29/20 100% CD PLAN CHECK
E-3
ELECTRICAL DETAILS
1
6 3
5 2
7 4
9
8
NOT USED 10
11NOT USED
12NOT USED NOT USED
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 CONNECTIONAC LOAD CENTER
RECEPTACLE WIRING DIAGRAM
SMART METER
CONDUIT FILL CALCS
FUSE HOLDER
PHOTOCELL TABLE
LUMINAIRE SPECS
YES (TYP)
Encroachment Agreement - 10495 Bandley Dr -
CUPER 075
Final Audit Report 2020-12-09
Created:2020-12-07
By:Araceli Alejandre (aracelia@cupertino.org)
Status:Signed
Transaction ID:CBJCHBCAABAAd0YeTuK0siSq3hu3JVyjFBAojnvCk2Fh
"Encroachment Agreement - 10495 Bandley Dr - CUPER 075" H
istory
Document created by Araceli Alejandre (aracelia@cupertino.org)
2020-12-07 - 6:08:50 PM GMT- IP address: 73.170.27.253
Document emailed to Heather M. Minner (minner@smwlaw.com) for signature
2020-12-07 - 6:11:25 PM GMT
Email viewed by Heather M. Minner (minner@smwlaw.com)
2020-12-08 - 5:59:45 PM GMT- IP address: 52.39.49.65
Document e-signed by Heather M. Minner (minner@smwlaw.com)
Signature Date: 2020-12-08 - 11:17:45 PM GMT - Time Source: server- IP address: 52.39.49.65
Document emailed to Chad Mosley (chadm@cupertino.org) for signature
2020-12-08 - 11:17:47 PM GMT
Email viewed by Chad Mosley (chadm@cupertino.org)
2020-12-09 - 0:08:04 AM GMT- IP address: 104.47.44.254
Document e-signed by Chad Mosley (chadm@cupertino.org)
Signature Date: 2020-12-09 - 0:08:27 AM GMT - Time Source: server- IP address: 67.164.60.110
Document emailed to Kirsten Squarcia (kirstens@cupertino.org) for signature
2020-12-09 - 0:08:30 AM GMT
Email viewed by Kirsten Squarcia (kirstens@cupertino.org)
2020-12-09 - 1:12:24 AM GMT- IP address: 104.47.74.126
Document e-signed by Kirsten Squarcia (kirstens@cupertino.org)
Signature Date: 2020-12-09 - 1:12:47 AM GMT - Time Source: server- IP address: 69.110.137.176
Agreement completed.
2020-12-09 - 1:12:47 AM GMT