HomeMy WebLinkAbout21-176 Encroachment Agreement, GTE Mobilnet of California Limited Partnership, dba Verizon Wireless, R.O.W, 5999 Sutton Park PlaceSF Cupertino 123 / 474533
ENCROACHMENT AGREEMENT
This Encroachment Agreement ("Encroachment Agreement"), made this day of
, 20_ ("Effective Date") between the City of Cupertino, a political subdivision of
the State of California, hereinafter designated "Licensor" and GTE Mobilnet of California Limited
Partnership, d/b/a Verizon Wireless, with its principal offices at c/o Verizon Wireless, 180
Washington Valley Road, Bedminster, New Jersey 07921, hereinafter designated "Licensee":
1. Encroachment Agreement. This is an Encroachment Agreement as referenced in that
certain Small Cell License Agreement between Licensor and Licensee dated May 16, 2017
("Agreement"). This Encroachment Agreement shall serve as an encroachment license. All of the
terms and conditions of the Agreement are incorporated hereby by reference and made a part hereof
without the necessity of repeating or attaching the Agreement. In the event of a contradiction,
modification or inconsistency between the terms of the Agreement and this Encroachment
Agreement, the terms of the Encroachment Agreement shall govern. Capitalized terms used in this
Encroachment Agreement shall have the same meaning described for them in the Agreement
unless otherwise indicated herein.
2. Project Description and Locations. Licensee shall have the right to use the ROW for a
Small Cell at the designated areas in the ROW as further described in Attachment 1 attached hereto
(the "Licensed Area").
3. Equipment. The Small Cell to be installed at the Licensed Area is described in Attachment
1 attached hereto.
4. Term. The terns of this Encroachment Agreement shall be as set forth in Section 2 of the
Agreement.
5. Fees. The initial annual Rent for the term of this Encroachment Agreement shall be Three
Hundred Dollars ($300) and paid in accordance with Paragraph 5.1 of the Agreement, as
amended by Section 4, to that certain Settlement Agreement and Mutual Release entered into
between Licensor and Licensee dated October 4, 2017, and as adjusted by Paragraph 5.2 of the
Agreement.
6. Commencement Date. The first day of the month following the date Licensee has
Commenced Installation of its Equipment at the Licensed Area.
7. Approvals/Fiber. It is understood and agreed that Licensee's ability to use the Licensed
Area is contingent upon its obtaining all of the certificates, permits and other approvals
(collectively the "Governmental Approvals") that may be required by any Federal, State or Local
authorities, as well as a satisfactory fiber and electrical connection which will permit Licensee use
of the Licensed Area as set forth above. In the event that (i) any of such applications for such
Governmental Approvals should be finally rejected; (ii) any Governmental Approval issued to
Licensee is canceled, expires, lapses, or is otherwise withdrawn or terminated by
governmental authority; (iii) Licensee determines that such Governmental Approvals may
not be obtained in a timely manner; (iv) Licensee determines that it will be unable to obtain in
a satisfactory manner, or maintain any fiber or power connection; or (v) Licensee determines that
the Licensed Area is no longer technically compatible for its use, Licensee shall have the right
to terminate this Encroachment Agreement. Notice of Licensee's exercise of its right to terminate
shall be given to Licensee in writing by certified
mail, return receipt requested, and shall be effective upon the mailing of such notice by Licensee, or
upon such later date as designated by Licensee. All rentals paid to said termination date shall be
retained by Licensor. Upon such termination, this Encroachment Agreement shall be of no further
force or effect except to the extent of the representations, warranties and indemnities made by each
party to the other hereunder. Otherwise, Licensee shall have no further obligations for the payment
of Rent to Licensor.
& Miscellaneous. N/A
[Signature page follows]
EXECUTED to be effective as of the date shown above,
LICENSOR:
City of Cupertino, a political
subdivision of the State of California
By:
f-
Name: Chad Mosley
Title: City Engineer
ATTEST:
Kirsten Squarcia City, Clerk Dec 8, 2020
APPROVED AS TO FORM
CITY ATTORNEY' S OFFICE
BY:
Print NameHeather M. Minner
City Attorney
LICENSEE:
GTE MOBILNET OF CALIFORNIA
LIMITED PARTNERSHIP,
D/B/A VERIZON WIRELESS
by Cellco Partnership,
its General Partner
By:
Name: Scott Stewart
Title: Director Network
Exhibits:
Attachment 1
Attachment 1
Licensed Area
See attached.
E
1116Friz
PROJECT TEAM
APPLICANT:
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA 94598
CONTACT: CHRIS MOLLER
PHONE: (925) 339.2778
EMAIL: CHRIS.MOLLER@VERIZONWIRELESS.COM
SITE ACQUISITION:
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA 94108
PHONE: (415) 989.1102
EMAIL: VERIZONPOLYGONTEAM@MODUS-CORP.COM
LAND USE PLANNER:
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA 94108
PHONE: (415) 989.1102
EMAIL: VERIZONPOLYGONTEAM@MODUS-CORP.COM
POLE PHOTO
-. .
MODUS PROJECT 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
CONSTRUCTION/IMPLEMENTATION MANAGER:
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA 94108
PHONE: (415) 989.1102
EMAIL: VERIZONPOLYGONTEAM@MODUS-CORP.COM
SF CUPERTINO 123
(NEAR) 5999 BUTTON PARK PL
CUPERTINO, CA 95014
SITE ID: SF CUPERTINO-1 23
SITE TYPE: LIGHT POLE
POLE #: 21897
COUNTY: SANTA CLARA
PSLC: 474533
PROJECT DESCRIPTION
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
VICINITY MAP
Elementary School
RIIWC�
Barnhart Ave
it Ln
Penderga
d�
Shadygrove Dr
q§
Cv
} CM
X
d
CM
a
`oo �
LL
>%
SITE
5999 SUTTON PARK PLACE
NeWsom Ave
avllinger Rd
Bollinger Rd
lc
a
v
Elrbr'dge Or Q
Castano Or
N
U
Tom'
'" aP ol'a Dr
SITE INFORMATION
SITE ADDRESS:
OWNER:
APPLICANT:
LATITUDE:
LONGITUDE:
COUNTY:
ASSESSORS PARCEL NUMBER
ZONING:
ELEVATION:
(NEAR) 5999 SUTTON PARK PL
CUPERTINO, CA 95014
CITY OF CUPERTINO
10300 TORRE AVE
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA 94598
37.31 16599 NAD83
-122.0076511 NAD83
SANTA CLARA
PUBLIC RIGHT OF WAY
NEAR 375-35-043
CITY OF CUPERTINO
210.11' AMSL
CALL 811 BEFORE YOU DIG
IT'S THE LAW
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.
DRAWING INDEX
SHEET NO.
SHEET TITLE
T-1
TITLE SHEET
T-2
GENERAL NOTES
C-1
SURVEY
A-1
SITE PLAN & ENLARGED SITE PLAN
A-2
ELEVATIONS
A-3
ELEVATIONS
A-4
CIRCUIT DIAGRAM
D-1
DETAILS
D-2
DETAILS
D-3
POLE SPECS
D-4
CITY STANDARD DETAILS
E-1
ELECTRICAL GENERAL NOTES
E-2
ONE -LINE DIAGRAM & GROUNDING SCHEMATIC
E-3
ELECTRICAL 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
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 1 1 B, SECTION 1 103B.
verizonl/
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
r ■
MO D V S
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
DRAWN BY:
APE
CHECKED BY:
BPM
��APPROVEDBY:
LJB
REV
DATE
DESCRIPTION
0
04/06/20
100% CD
1
06/24/20
100% CD REV 1
2
10/23/20
100% CD PLAN CHECK
eRpfESs/0 f
OES
* NO. C64533
�` OF CAI-�Fo
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
SF_CUPERTINO_123
(NEAR) 5999 SUTTON PARK PL
CUPERTINO, CA 95014
TITLE SHEET
T-1
GENERAL NOTES
GENERAL CONSTRUCTION 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.
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
Tl 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.
APPLICABLE CODES, REGULATIONS AND STANDARDS:
l . 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 1 100 (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.
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 I" 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. 900 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 900 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.
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
ABBREVIATIONS
A.B. ANCHOR BOLT GLB• GLUE LAMINATED
ABV. ABOVE (GLU-LAM) BEAM
ACCA ANTENNA CABLE COVER GPS GLOBAL POSITIONING verizonl/
ASSEMBLY SYSTEM
ADD'L ADDITIONAL GRND. GROUND
A.F.F. ABOVE FINISHED FLOOR HDR. HEADER
A.F.G. ABOVE FINISHED GRADE HGR. HANGER
AGL ABOVE GROUND LEVEL HT. HEIGHT
ALUM ALUMINUM ICGB. ISOLATED COPPER
ALT. ALTERNATE GROUND BUS
AMSL ABOVE SEA LEVEL IN.(") INCH(ES) VERIZON WIRELESS
ANT. ANTENNA INT. INTERIOR 2785 MITCHELL DRIVE, SUITE 9
APPRX. APPROXIMATELY) LB.(#) POUND(s)
ARCH. ARCHITECTURAL) L.B. LAG BOLTS WALNUT CREEK, CA
AWG. AMERICAN WIRE GAUGE L.F. LINEAR FEET(FOOT)
BLDG. BUILDING L. LONGITUDINAL 94598
BLK. BLOCK MAS. MASONRY
BLKG BLOCKING MAX. MAXIMUM
BM. BEAM M.B. MACHINE BOLT
B.N. BOUNDARY NAILING MECH. MECHANICAL
BN BACK-UP CABINET MFR. MANUFACTURER
BTCW. BARE TINNED COPPER WIRE MIN. MINIMUM
B.O. BOTTOM MISC. MISCELLANEOUS
B.O.F. BOTTOM OF FOOTING MTL. METAL
CAB. CABINET NO.(#) NUMBER
CANT. CANTILEVER(ED) N.T.S. NOT TO SCALE
C.I.P. CAST IN PLACE (N) NEW
CLG. CEILING O.C. ON CENTER MO D U S
Q CENTERLINE OPNG. OPENING
CLR. CLEAR P/C PRE CAST CONCRETE
COL. COLUMN PCs PERSONAL COMMUNICATION
CONC. CONCRETE SERVICES MODUS, LLC
CONN. CONNECTION(OR) R PLATE
CONST. CONSTRUCTION PLY. PLYWOOD 240 STOCKTON ST., 3RD FLOOR
CONT. CONTINUOUS PPC. POWER PROTECTION CABINET
d PENNY (NAILS) PRC. PRIMARY FLEXING CABINET SAN FRANCISCO, CA
DBL. DOUBLE P.S.F. POUNDS PER SQUARE FOOT 94108
DEPT. DEPARTMENT P.S.I. POUNDS PER SQUARE INCH
D.F. DOUGLAS FIR P.T. PRESSURE TREATED
DIA. DIAMETER PWR. POWER (CABINET)
DIAG. DIAGONAL QTY. QUANTITY DRAWN BY: APE
DIM. DIMENSION RAD.(R) RADIUS
DWG. DRAWING(S) REF. REFERENCE
DWL. DOWEL(S) REINF. REINFORCING CHECKED BY: BPM
EA. EACH REQ'D. REQUIRED
EL. ELEVATION RGS. RIGID GALVANIZED STEEL ��APPROVEDBY: LJB
ELEC. ELECTRICAL R.O.W. RIGHT OF WAY
ELEV. ELEVATOR SCH. SCHEDULE
EMT. ELECTRICAL METALLIC SHT. SHEET
TUBING SIM. SIMILAR REV DATE DESCRIPTION
E.N. EDGE NAIL SPEC. SPECIFICATIONS) 0 04/06/20 100% CD
ENG. ENGINEER SQ. SQUARE
EQ. EQUAL S.S. STAINLESS STEEL 1 06/24/20 100% CD REV 1
EXP. EXPANSION STD. STANDARD 2 10/23/20 100% CD PLAN CHECK
EXST.(E) EXISTING STL. STEEL
EXT. EXTERIOR STRUC. STRUCTURAL
FAB. FABRICATION(OR) TEMP. TEMPORARY
F.F. FINISH FLOOR THK. THICKNESS
F.G. FINISH GRADE T.N. TOE NAIL
FIN. FINISH(ED) T.O.A. TOP OF ANTENNA
FLR. FLOOR T.O.C. TOP OF CURB
FDN. FOUNDATION T.O.F. TOP OF FOUNDATION
F.O.C. FACE OF CONCRETE T.O.P. TOP OF PLATE(PARAPET)
F.O.M. FACE OF MASONRY T.O.S. TOP OF STEEL
F.O.S. FACE OF STUD T.O.W. TOP OF WALL
F.O.W. FACE OF WALL TYP. TYPICAL
F.S. FINISH SURFACE U.G. UNDER GROUND
FT.(') FOOT(FEET) U.L. UNDERWRITES LABORATORY
FTG. FOOTING U.N.O. UNLESS NOTED OTHERWISE
G. GROWTH(CABINET) V.I.F. VERIFY IN FIELD
GA. GAUGE W WIDE(WIDTH)
GI. GALVANIZE(D) W/ WITH
G.F.I. GROUND FAULT CIRCUIT WD. WOOD
INTERRUPTER W.P. WEATHERPROOF
WT. WEIGHT
]A�;END STEEL
GROUT OR PLASTER
SPOT ELEVATION
(E) BRICK
AREVISION
(E) MASONRY
OGRID
REFERENCE
CONCRETE
- - -
EARTH
e-
X
DETAIL REFERENCE
Foo-00-00-00-00-1
GRAVEL
ELEVATION
REFERENCE
PLYWOOD
�-
X
SECTION REFERENCE
SAND
MATCH LINE
- - - - -
CENTERLINE
WORK POINT
PROPERTY/LEASE LINE
GROUND CONDUCTOR
T
TELEPHONE CONDUIT
E
ELECTRICAL CONDUIT
E/T
ELECTRICAL & TELCO
CONDUITS
A
COAXIAL CABLE
O/H
OVERHEAD SERVICE
CONDUCTORS
X
CHAIN LINK FENCING
OHT/OHP
-OHT -
OHP
WOOD FENCING
OVERHEAD TELEPHONE/
OVERHEAD POWER
OVERHEAD TELEPHONE
OVERHEAD POWER LINE
gRpFESS11o/v .
w
* N0. C64533
�. VIL
OF. CAl-�Fo
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
SF_CUPERTINO_123
(NEAR) 5999 SUTTON PARK PL
CUPERTINO, CA 95014
GENERAL NOTES
T-2
Latitude 37.3116599 N
Longitude 122.0076511 W
NAD83 & WGS84
Pole height: 30' 5"
VERTICAL DATUM
THE NORTH AMERICAN VERTICAL DATUM OF 1988 ("NA
REF PLAT # BK. 375 - PG. 35
SITE ID:SF CUPERTINO 123
I
DISCLAIMER: I °
THE BOUNDARY REPRESENTED ON THIS MAP IS BASED ON COMPILED
RECORD DATA, GIS LINEWORK AND IS BEST FIT ONTO EXISTING
IMPROVEMENTS. IT IS POSSIBLE FOR THE LOCATION OF THE SUBJECT
UTILITY POLE TO SHIFT FROM THE PLACEMENT SHOWN HEREON WITH
ADDITIONAL FIELD EVIDENCE AND RESEARCH. THEREFORE, ANY
SPATIAL REFERENCE MADE OR SHOWN BETWEEN THE BOUNDARY AND 3 m
EXISTING GROUND FEATURES, EASEMENTS, OR LEASE AREA SHOWN I w
HEREON IS INTENDED TO BE APPROXIMATE AND IS SUBJECT TO 1 Uj a o
VERIFICATION BY RESOLVING THE POSITION OF THE BOUNDARY LINES. Q w
W U 2
BASIS OF BEARINGS (HORIZONTAL DATUM) � o
GEODETIC NORTH AS REFERENCED TO THE WORLD GEODETIC SYSTEM Z J 0
OF 1984("WGS84"), WHICH ON THIS SURVEY, FOR ALL INTENTS AND
PURPOSES, IS THE SAME AS THE NORTH AMERICAN DATUM of
1983 "NAD83" . I— °
965 S TANTAU AVE WESTERLY
CUPERTINO, CA RIGHT—OF—WAY OF
95014 S TANTAU AVE 6"
I
977 S TANTAU AVE
CUPERTINO, CA
95014
985 S TANTAU AVE
CUPERTINO, CA
95014
m
L
m
IY
J
W
I
w
�
v1
a
=
W U
a
'
Q
F
U 2
fn 1-
W
�' Z
g 0
o
U
U
W
U
L
y
I
O
I
�
36'
60' --F—
r�EASTERLY
Ij" I RIGHT—OF—WAY OF
Y S TANTAU AVE
3 5999 SUTTON PARK PL
['0
CUPERTINO, CA
95014
APN: 375-35-043
w I ENCE
`-'
z
•
36'
ABBREVIATIONS
PL PROPERTY LINE
RIGHT OF WAY
(E) EXISTING
D/W
W DRIVEWAY
(N) NEW
AGL ABOVE GROUND LEVEL
CTR-LINE CENTER LINE
OH OVERHEAD
SYMBOLS
- e EXISTING POLE
® WATER VAULT
Q PULL BOX
STREET SIGN OTHERS
0 TREE
® MAIL BOX
SHRUB
nH MANHOLE
�w WATER VALVE
C1 FIRE HYDRANT
--G GUY WIRE
°� STREET LIGHT POLE
EXISTING VALVE
HEINLET
O FIBER VAULT
E] N-16
0 MONUMENT
LINE TYPES
- - RIGHT OF WAY
0 7' 1 1 " AT 272.25'
CENTER LINE
z STEEL LIGHT POLE
OH LINE(S)
J PROPOSED LOCATION OF FACILITIES:
o/H
LATITUDE: 37" 18'41 .976"N
° LONGITUDE: 122°00'27.544"W
ELEVATION: 210.1 1'
17'7" AT 10.00° 5987 SUTTON PARK PL
o CUPERTINO, CA
95014
I 10'-2"t
BACK OF POLE TO
+� RIGHT—OF—WAY
(E) D/W CONCRETE SIDEWALK
FACE
O
O LANDSCAPE
SUTTON PARK PL _I�
CTR—LINE I f
O
(E) CONCRETE SIDEWALK
LANDSCAPE
O Y
31
W I 5986 BUTTON PARK PL
w 5998 SUTTON PARK PL CUPERTINO, CA
° CUPERTINO CA 95014
a
v0
w
w 95014
0
Z
0_
U
0 1
U
w
O
I
Pole ID: 21897 SCALE: 1" = 8' II I i
DESIGN BY: PE REV DESCRIPTION DATE
^^EN G 4746 Clayton Rd, Concord, CA, 94521
DRAWN BY: PE 1. ISSUE OF CONSTRUCTION 02/25/2020
APPROVED: P I a1 11 1 � �925) 408-2159
APPROVED: 2—® splannengCgmail.com
APPROVED: ` U www.planneng.com
SF CUPERTINO 123
5999 SUTTON PARK PL
CUPERTINO, CA 95014
�i
I
- - 0N
GRAPHIC SCALE
25 0 15 30 50
���
(IN FEET)
1 inch = 30ft.
PLS STAMP
NOTE:
l . 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) FACE OF THE CURB
(N) LUMINAIRE
/ uu1
IR
r
(E) TREE
(N) LIGHT POLE I
(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) LIGHT POLE FOUNDATION
(N) STEEL MAST ARM /' (E) POLE AND FOUNDATION TO BE
/ \ REMOVED. OLD BASE TO BE FILLED WITH
o / CONTROLLED DENSITY FILL TO WITHIN
Er I A 12" OF FINISH GRADE AND CAPPED
\ WITH PLANTING SOIL.
10'-2"± BACK OF POLE TO ROW LINE
J
h N
U
z
J
w U
z
El N1
O.
() E FIRE HYDRANT
(E) WATER VALVE
v> w
m
u-
ENLARGED SITE PLAN
Q
3
w
0
w
i
w
CLI
z
l
R
x
wl
U
z
U-x
w
x
x
5999 SUTTON PARK PL
CUPERTINO, CA
95014
APN:
375-35-043
CONDUITTABLE
DESIGNATION
CONDUIT
EXISTING CONTENTS
NEW CONTENTS
(2) #8 STREET LIGHT
EXI Sll NG 1 1 /2' DI A- PVC
ECl
CONQUC OR (1' #8 BARE
N/A
E UIPMENTGROUND
(2) #8 STREET LIGHT
��� �g STREETLI GHTC0�IQUCTORS � �1j �8 BARE
E�{IS11NG 1 1}'2" DI A. PVC
CONDUC ORv SE (l; #8 BARE
EQUI P,kAE'�TGROU ND
E UIPMENTGROUND
1 1 /2" 2 CELL r-A AXCELL WITH ONE CELL CONTAINING NEW
[2J # 10 THW POW ER & (1) #8 GROU ND. O-HER CELL TO
NCI
PROPOSED 1 1 /2' DI A. PVC
N/A
REMAI N EMPTY, RESERVED FOR FU TU RE USE. OUTSIDE OF
THE M.AXCE_L CONTAINS [2J -#10 EXISTING STREET LIGHT
CONDUCTORS & 8 BAR= EOU IPMENTGROUND
N C 2
PROPOSED 1 1 /2' DI A. PVC
N/A
(4) FO JUbAPERS
PROPOSED 2' DI A. CONDU IT
NC3
N /A
FI 3ER CABLES jTBD)
;U NQER SEPARAT= PERM IT)
PULL BOAC TABLE
DESIGNATION
DESCRIPTION
E-_
=XI ST NG STREET LIGHT PULL BOX w/ CARRIER GROUND
N1
NEW FI3ER PJLL BONG [TO BE LOCATED MIN. 5'-0" FROM POLE F OU NDAIIO'I)
965 S TANTAU AVE
CUPERTINO, CA
95014
977 S TANTAU AVE
CUPERTINO, CA
95014
24"x36" SCALE: 1/2" = 1'-0" SCALE 2 SITE PLAN
1 1 "x 1 7" SCALE: 1 /4" = 1'-0" 2' 1 ' 0" 2' 1 /2"=Y-0"
J
Q
w
�^
w
J I
`n
w
af
w
w
U
0IO
�0
U
z
U
0
z
w
w
w
I
IEN
(E) FACE OF THE CURB
(E) TREE
(E) FACE OF THE CURB
(E) TREE
LEGEND
FFIBEI FIBER LINE(S)
ELECTRICAL LINE
STREET LIGHT LINE
J
3
w
V) Iw
w z
L J
U w
ICL-
z U
w
U ULU-
w. w w
w
x
I
I
x
5999 SUTTON PARK PL
I
CUPERTINO, CA
95014
x
APN:
I375-35-043
r— (N) LOCATION OF VERIZON
WIRELESS CANISTER I
ANTENNA AND EQUIPMENT
(E) FIRE HYDRANT I
x - -
(E) DRIVEWAY
5987 SUTTON PARK PL
CUPERTINO, CA
95014
LINE
(E) CONCRETE SIDEWALK
(E) LANDSCAPE
IL (E) FACE OF THE CURB
(E) TREE
(E) TREE
I
SUTTON PARK PL
I(E) FACE OF THE CURB
(E) TREE
(E) LANDSCAPE U
(E) CONCRETE SIDEWALK
24"x36" SCALE: 1/16" = 1'-0" SCALE
11"x17" SCALE: 1/32" = V-0" 16' 12' 8' 4' 0" 16 1/16"=1'-0"
verizonv
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
r
m■
MO D V S
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
DRAWN BY:
APE
CHECKED BY:
BPM
APPROVED BY:
LJB
REV
DATE
DESCRIPTION
0
04/06/20
100% CD
1
06/24/20
100% CD REV 1
2
10/23/20
100% CD PLAN CHECK
eRov1 ss/o/ `
NOE
C� �r crs sn =
w r=,
* NO. C64533
CIVIL
F OF C A\ �Fo
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
SF_CUPERTINO_123
(NEAR) 5999 SUTTON PARK PL
CUPERTINO, CA 95014
SITE PLAN
A-1
NOTES:
l . 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
(N) FRP CONCEALMENT D 1
SHROUD
verizoni/
T.O. N CONCEALMENT SHROUD
35'-6" AGL
4
(N) VERIZON WIRELESS D-1
CANISTER ANTENNA
I I
VERIZON WIRELESS
RAD CENTER OF N CANISTER ANTENNA
34'-3" AGL
I I
2785 MITCHELL DRIVE, SUITE 9
3
WALNUT CREEK, CA
(N) (2) TWIN DIPLEXERS D 1
IN FRP SHROUD
94598
T.O. N LIGHT SENSOR
32'-0" AGL
II II�
(N) (2) 5G ANTENNAS 6
IN FRP SHROUD D-1
RAD CENTER OF N 5G ANTENNA
U u
AII T.O. E STEEL LIGHT POLE
31'-7" AGL
30'-5" AGL
T.O. N STEEL LIGHT POLE
]
E STREET LIGHT BRACKET
(E) LUMINAIRE
30'-0" AGLlip
(N) LUMINAIRE
29'-9" AGL
E-3
MO D U S
(N) 8'-0" MAST ARM
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
T.O. N NOTICE SIGNAGE
25-2" AGL
(N) NOTICE SIGNAGE, TYP. OF (1) 2
FACING STREETSIDE D 1
DRAWN BY: APE
CHECKED BY: BPM
APPROVED BY: LJB
REV
DATE
DESCRIPTION
0
04/06/20
100% CD
1
06/24/20
100% CD REV 1
2
10/23/20
100% CD PLAN CHECK
(N) LIGHT POLE
(E) LIGHT POLE TO BE REPLACED
(N) (2) RRUS 32s W/ PSU-08 AND 5 8 10
5
CABLE SHROUD D-1 D-1 D-1
E-3
T.O. N RADIO UNITS
(N) RED "BICYCLE ] 9
15-0" AGL
WRONG WAY" SIGNAGE
AK T.O. N SIGN
14'-8" AGL
B.O. N SIGN
R�(= ESS/o
13'-2" AGL
AK B.O. N CABLE SHROUD-
12'-1" AGL
PORT HOLE LOCATION
FOR RRUS D 2
Q Nq
00ES
= w rg
_ NO. C64533
CIVIL���_;
F OF N\-
AK T.O. N DISCONNECT / SMART METER
8'-9" AGL
(N) DISCONNECT / SMART METER 4 3
(ON OPPOSING SIDE) D-1 E-3 E-3
10
E-3
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
B.O. N DISCONNECT / SMART METER
7'-0" AGL
PORT HOLE LOCATION 1
FOR DISCONNECT D 2
Ilk 10'-2" BACK OF POLE TO ROW LINE
I k 10'-2" BACK OF POLE TO ROW LINE
SF CUPERTINO 123
(NEAR) 5999 SUTTON PARK PL
I
I
I
I
CUPERTINO, CA 95014
(E) FOUNDATION TO BE REPLACED
(N) FOUNDATION p
EXISTING & PROPOSED
ELEVATIONS
EXISTING SURFACE
EXISTING SURFACE
0'-0" AGL
0'-0" AGL
A-2
EXISTING ELEVATION
2
PROPOSED ELEVATION
SCALE
1
1/2 ALO„
1/2
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
■
(N) FRP CONCEALMENT 1
verizonl/
SHROUD D_1
T.O. N CONCEALMENT SHROUD
35-6" AGL
(N) VERIZON WIRELESS 4
VERIZON WIRELESS
RAD CENTER OF N CANISTER ANTENNA I I CANISTER ANTENNA D_1
34'-3" AGL I I
2785 MITCHELL DRIVE, SUITE 9
(N) (2) TWIN DIPLEXERS 3
IN FRP SHROUD D_1
WALNUT CREEK, CA
94598
T.O. N LIGHT SENSOR
32'-0" AGL
u U
RAD CENTER OF N 5G ANTENNA
31'-7" AGL I I 7
T.O. E STEEL LIGHT POLE
(N) LUMINAIRE E 3
30'-5" AGL
E STREET LIGHT BRACKET
29'-9" AGL
T.O. N STEEL LIGHT POLE
30'-0" AGL (N) (2) 5G ANTENNAS 6
IN FRP SHROUD D_1
MO D U S
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
T.O. N NOTICE SIGNAGE FACING STREETSIDE
DRAWN BY: APE
25-2" AGL
CHECKED BY: BPM
APPROVED BY: LJB
REV
DATE
DESCRIPTION
0
04/06/20
100% CD
1
06/24/20
100% CD REV 1
2
10/23/20
100% CD PLAN CHECK
(N) LIGHT POLE
(E) LIGHT POLE TO BE REPLACED
5 8 10 5
(N) (2) RRUS 32s W/ PSU-08 AND
CABLE SHROUD D-1 D-1 D-1 E-3
T.O. N RADIO UNITS
15-0" AGLAK o 0 7 9
T.O. N SIGN (N) RED "BICYCLE
14'-8" AGL WRONG WAY" SIGNAGE
B.O. N SIGN
RpFESS
13'-2" AGL
AK B.O. N CABLE SHROUD-
12'-1" AGL
PORT HOLE LOCATION 1
FOR RRUS D 2
Q ........ Nq
= w = rg =
_ N0. C64533
CIVIL���_;
F OF N\-
AK T.O. N DISCONNECT / SMART METER
8'-9" AGL (N) DISCONNECT / SMART METER 1 1 4 3 10
D-1 E-3 E-3 E-3
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
B.O. N DISCONNECT / SMART METER 1
7'-0" AGL PORT HOLE LOCATION
FOR DISCONNECT D 2
SF_CUPERTINO_123
(NEAR) 5999 SUTTON PARK PL
CUPERTINO, CA 95014
(E) FOUNDATION TO BE REPLACED
(N) FOUNDATION p
EXISTING & PROPOSED
ELEVATIONS
A-3
EXISTING SURFACE
0'-0" AGL
EXISTING SURFACE
0'-0" AGL
EXISTING ELEVATION
2
PROPOSED ELEVATION
SCALE
1
1/2"AL0„
1/2"
O Y
0 O
J W
UOt
Z V O
W
U U
Z
oo�
Lu
IL w o
U=�
=�W
LOLL
o��
Zo=
O
~ H¢
� � Z
co O
U
O Z_ Z
LL Y
O O
to
Z
O ¢ w
U O
U Z Q
Z � ,e
O
�wJW
W
Z Ur
Om�Z
W
~ m 2
O Z J ~
UZOJ0
L_¢a'�
Lu
[nJZZ
0 =)
�o>_
O ? Q M
LL�-m
LL
O O
U W W
J C Lu
L1 Jam('
W Q = Z
LLI
WZZfA
J � (7—
L1 W
O LL,. w
U-Woom
Z
0 �
L]C
EL
Lqcnaz
oxin P <—
LO
Lu
m¢3Q
U)
� W J
U) W =
2W007
O Z
2Cn ¢LLL
W02Lu
0
Lu
Woo
C9Ir aZV
OQwO
o0Cn
oCn
J =
Z LL.
Z
LL Q
L) u) 0
LEGEND
�
ELECTRICAL SERVICE CABINET
O#
EXISTING LUMINAIRE
FN
UNDERGROUND ELECTRICAL SERVICE POINT
LUMINAIRE W/ CELLULAR EQUIPMENT
POLE MOUNTED ELECTRICAL SERVICE POINT
MASTER PEU (MOUNTED TO POLE) OR
�P
STREETLIGHT COMMUNICATION EQUIPMENT
CITY SERVICE BOX
- GATEWAY (MOUNTED TO POLE)
#
CIRCUIT NUMBER
(HH)
HAND -HOLE (NO PULL BOX)
•
SPLICED CONNECTION
F—]
PULLBOX (NO SPLICE)
BUTTON PARK PI
D
Q
Q
LUMINAIRES CONTROLLED BY INDIVIDUAL PHOTOCELLS.
* DIRECTLY FED FROM POC AND IS NOT FUSED. TYPICAL SERVICE FUSE SIZE OF 30A INADEQUATE FOR DEMAND. VERIFICATION THAT
SUPPORT 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 AT
40OW EACH
SERVICE POINT
LOCATION
CIRCUIT
#
BREAKER
(FUSE)
SIZE
POLE
ID
CELLULAR
EQUIPMENT
WATTAGE
EXISTING
LUMINAIRE
PROPOSED
LUMINAIRE
AMPERAGE
VOLTAGE DROP
EXISTING
PROPOSED
EXISTING
PROPOSED
SUTTON PARK PL
21897
29360+
50W LED
-
&
1
4OAx-
1.0
20.7
0.127.
4.36%
S TANTAU AVE
21898
-
50W LED
-
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: DECEMBER 19, 2019
Scale: NO SCALE
Designed: P. BATTH
Drawn: P. BATTH
Checked: S. VOGTMAN
Proj. Engr: S.VOGTMAN
File: SF CUPERTINO 123.dgn
REVISIONS
DESIGN DESIGN CITY I APPR.
BY DATE APPR. I DATE
CUPERTINO
IMPROVEMENT PLANS FOR
MODUS OMT POLES
POLE 21897
SF CUPERTINO 123
CALIFORNIA
FOR CITY OF CUPERTINO USE
PROJECT #
PUBLIC WORKS KEVIN REIDEN
INSPECTOR:
VOICE MAIL: (408) 777-3104
PROJECT ENGINEER
NAME
DATE
CITY OF
CUPERTINO
SHEET A-4
DATE MARCH 2O15
7' � �
ERICSSON STREETMACRO 6701
WHITE NOTICE
BLUE BACKGROUND
1'-0"
DIMENSIONS: 21.2" TALL x 8.1" WIDE x 5.1" DEEP
WEIGHT: 31.0± LBS
WHITE BACKGROUND
■
0.4
TWIN DIPLEXER PCS/AWS DETAIL
CBC1923T 4310 / El F13P06
verizonill
BLACK SYMBOL
COLOR: GRAY 8.34"
Transmitdng Antenna(s)
DIMENSIONS: 8.3" TALL x 4.6" WIDE x 1.8" DEEP
TOTAL WEIGHT: 4.4 LBS.
Radio frequency fields beyond
5.1" 8.1"
this point MAY EXCEED the FCC
Cq
VERIZON WIRELESS
General Population exposure
o
limit.TOP
VIEW
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
Obey all pasted signs an BLACK LETTERING, TYP
site guidelines.
Call V'erizon at 1-800-264-6620
WRiONG
2.5" 8.34"
o �o
94598
PRIOR to working beyond this
C11!
N N
11� C?
point.
8.1"
co o v 00
P1000 UNISTRUT o 0 0
2 LOCATIONS
Site ID;/ PSLC:
o 0
_
A
VE:I�IZ�i11',I
FRONT VIEW
(BACK TO BACK INSTALLATION) SIDE VIEW
NOTES:
O
MO D
1. OUTDOOR RATED SELF
ADHESIVE VINYL DECAL WITH UV PROTECTION.
2. POST SIGN 3'-0" BELOW
PROPOSED ANTENNA.
TOP VIEW SIDE VIEW FRONT VIEW
3. CONTRACTOR TO CONFIRM
SPECIFIC SIGN REQUIREMENTS WITH VERIZON WIRELESS.
MODUS, LLC
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.
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
NOTICE SIGNAGE
SCALE
12
BICYCLE WRONG WAY SIGN
SCALE
9
ERICSSON 6701
SCALE
6
TWIN DIPLEXER
SCALE
3
94108
NTS
NTS
NTS
NTS
EAR-_OKT BUCKLE
USE DOUBLE WRAPPED BAND CLAMP APPLIED W1TP "r4.7269
ERICSSION RRUS-32 REMOTE RADIO UNIT NOTES
REFER TO DETAIL 10/1131
DRAWN BY: APE
TOOL FOR MAXIMUM STRENGrH AND HIOLDING POWER.
COLOR: GRAY FOR SHROUD AND 8/1131 FOR
D451089 D51289. D5138F
DIMENSIONS: 27.2" TALL X 12.1" WIDE X 7.0" REINFORCEMENT
DIAMOND ENGINEERING
CHECKED BY: BPM
SHUTDOWN PROTOCOL
- USE C-43099 BAND - USED 299 BAI�D
TOTAL WEIGHT: 60 LBS.
SERVICES
Normal Shut -Down Protocols:
- USE CA4099 BUCKLE - USE C44299 BUCKLE
POWER CONSUMPTION: 740 W
ROAD SIGN
(OR APPROVED EQUAL)
APPROVED BY: LJB
1. Call 800-264-6620 NOC 24HRS prior to schedule a
shut -down day and time.
7"
PART #
REV
DATE
DESCRIPTION
2. Give NOC the Node number
VVSP360S-AM-00
3. On schedule day of shut -down, Put breaker switches in
0
04/06/20
100% CD
-
"OFF"position. 10
0
4. Call NOC when work is completed.
1
06/24/20
100% CD REV 1
Emergency Shut -Down Protocols:
1'-3" DIA.
2
10/23/20
100% CD PLAN CHECK
1. Call 800-264-6620 NOC.
2. Give NOC the Node number
3. Put breaker switches in "OFF" position.
3•0-0001DQ'
4. Call NOC when work is completed.
I
8" �
^
I I
l
I I
10.43759Q"
NOTES:
I S.B00aC>€}
j
o o
o I I
1. SIGN PROVIDED BY GC MOUNTED TO
N I I
OUTSIDE OF DISCONNECT COVER
2. CONTRACTOR TO NOTE SITE ID/
MARKET ID/ SITE NAME / PSLC ID
'
CANISTER ANTENNA,
�
SEE DETAIL 4/D-1
r
ROAD SIGN
12.1
MOUNTING
o I I
TOP VIEW SIDE VIEW BRACKET FRONT VIEW
I
TWIN DIPLEXER,
SEE DETAIL 3/D-1
gRov SS/0,
q
= �� '` MES
��
SHUT -DOWN SIGN
SCALE
1 1
STEEL BAND
SCALE
8
RRUS 32
SCALE
5
NTS
NTS
NTS
= ��"
C/)
VVSSP-360S-M
= w = rg _
NO. C64533
ANTENNA COLOR: LIGHT GRAY
`V
q ,• CIVIL ,=
101,
IlkROAD
SIGN MOUNTED TO SIGN
DIMENSIONS: 23.62" TALL x 07.87"
FQ�' •'
OF Cm_\
SUPPORT BRACKET, HDG #8 X 1"
NET WEIGHT: 21.16 LBS
5G ANTENNA,
HEX TEK-SCREW, TYP.
SEE DETAIL 6/D-1
1"TYP.
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
v�
I
PLAN
U------------
N
-------------�\
= NOTCH AT LIGHT
I
I
c•� I ARM
SHEET METAL SKIRT
li
SF_CUPERTINO_123
7.87"
I
F (N) HDG #8 X 1 /2"
-
N
LO PAN HEAD
TEK-SCREW, TYP. OF 4
RRU PER PLAN
C0
C14
(NEAR) 5999 SUTTON PARK PL
L -- J
LIGHT POLE
C U P E RTI N O, CA 95014
I �
(N) 12 GA. STEEL "CABLE
SHROUD" REMOVABLE
L
12 GA. GALV. SHEET STEEL
- FRONT PANEL
3 1 /4"
STREET SIGN SUPPORT
ELEVATION VIEW
DETAILS
SIGN SUPPORT BRACKET MOUNTED
TO BACK OF RRU, UTILIZING RRU
MOUNTING SCREW
PLAN ELEVATION
SIDE ELEVATION
D-1
CABLE SHROUD
SCALE
10
SIGN SUPPORT BRACKET
SCALE
7
ANTENNA
SCALE
4
ANTENNA SHROUD & SKIRT
SCALE
1
NTS
NTS
NTS
NTS
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.
1 1) 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.
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.
1 1) 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 A 123.
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
WELDING
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.
STRUCTURAL NOTES
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 SUBCONTRACTORS) 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.).
1 1) 4 SECTION OF ANCHOR BOLT BENT AT 90° RIGHT ANGLE (TYP.).
12) STANDARDS TO BESET AT V-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
GROUT:
1) HIGH -STRENGTH NON -SHRINK GROUT SHALL BE PROVIDED BY SAKRETE.
2) GROUT SHALL MEET OR EXCEED ASTM Cl 107 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.
1 1) 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 351.1 R-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 (320C).
- 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).
POLE PER PLAN
w
60 O
Lo Loz
N w
� v)
U 3" Ivl14
ol U CLR. TYP
J
w
L _
w
OJ �—
w w0
m Q
z�
�O
o
LU
CC
J
PIER
BASE PLATE PER POLE MFG.
BOLT CIRCLE PER POLE MFG.
GROUNDING PROVISION
NUT RETAINER WELDED
OPPOSITE HANDHOLE
ON POLE WALL W/
1/2" - 13NC SS SQ NUT
& 3/4" LG SS HEX BOLT
PIER
900
1 N
NOTE:
TOTAL ANCHOR PROJECTION IS 2 5/8"
PLUS THE GROUT PAD THICKNESS
(2) GALV HEX NUTS &
(2) GALV FLAT
WASHERS PER BOLT
B 1" MAX. HIGH STRENGTH NON
SHRINK GROUT
RACO 1 /2"-l" BRONZE
GROUND CLAMP OR
EQUIVALENT, (4) TOTAL
<4
I I
°
—a
S
_I=1
II 11 _°°all Ih
7 � 7�
II II ° III °
111=
I— 11
<II II II II
II II If II
z
�
4 #= 4
u
—
3" MIN.
CLR.TYP
2'-6" DIA.
A. NEW DRILLED PIER SECTION
3" MIN.
CLR.TYF
B. PLAN VIEW
BASE PLATE
C. PLAN VIEW
PIER
D D
(2) 1 1/2" DIA. CONDUIT
ANCHOR BOLTS PER
POLE SPEC, (4) TOTAL,
SEE SHEET D-3
ANCHOR PLATE PER POLE
SPEC, SEE SHEET D-3
#4 TIES @ 12" O.C.
(3) WITHIN TOP 5"
#6 REBAR VERT, (6) TOTAL
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)
NON SKID SURFACE
(STANDARD)
3/8" X 3" HEX BOLT
(2 EACH END)
FIBER PULLBOX
3"
LIFT PIN
TYP. OF (2)
2"X8" NAMEPLATE
RECESS
3
verizonl/
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
m
MO D U S
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
DRAWN BY:
APE
CHECKED BY:
BPM
APPROVED BY:
LJB
POLE PER PLAN REV DATE DESCRIPTION
0 04/06/20 100% CD
1 06/24/20 100% CD REV 1
HAND HOLE COVER 2 10/23/20 100% CD PLAN CHECK
VANDAL RESISTANT SCREW
SAW CUT (E) SIDEWALK TO
FLAG LINES
ANCHOR BOLTS PER POLE
SPEC, (4) TOTAL, SEE SHEET D-3
#4 TIES @ 12" O.C.
(3) WITHIN TOP 5"
#6 REBAR VERT, (6) TOTAL
2 1/2" MIN.
450 4d
D
D. HOOK AND BENDS
90° 135'
D _*
D bd
A
E. STIRRUP & TIES
7 PIER FOUNDATION
D=6d FOR #3 THRU #8
INSIDE BEND DIAMETER
BAR SIZE
D
#3
1 1/2"
#4
2"
#5
2 1/2''
D= 1/2" FOR #4 BARS
D= 3/4" FOR #6 BARS
NOT USED
B
PORT TYPE
A
(PIPE)
C
D
DISCONNECT
2"±
1-1/2"
1 1/2"
3/4"
RRU
2"±
1-1/2"
1 1/2"
3/4"
SCHED. 40 STD PIPE
TAPERED STEEL
LIGHT POLE
1 /16" CHAMFER
MIN I.S. & O.S.
TYP
U A 3/16
SCHED. 40 STD PIPE
SECTION A -A
TAPERED STEEL
LIGHT POLE
1 /16" CHAMFER
MIN I.S. & O.S.
TYP
U 0 WA 3/16
SCHED. 40 STD PIPE
SECTION B-B
2
TAPERED STEEL
LIGHT POLE
AT RRU: 1-1/2"
SCHEDULE 40
STEEL PIPE
CUT HOLE TO 1 /16"
LARGER THAN NOMINAL
PIPE DIA., TYP.
AT LOAD CENTER
1-1/2" SCHEDULE
40 STEEL PIPE
NOTE:
COLD SPRAY GALVANIZE AFTER WELDING ELEVATION
4 CABLE ACCESS AT POLE SNASE 1
•.�•eR���ss/oN`•.
p,ME$B' �c•
<v : C.D
co
C� _j c1s sn
w r= i
* NO. C64533
CIVIL
F I oF' C Al-�Fo
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
SF_CUPERTINO_123
(NEAR) 5999 SUTTON PARK PL
CUPERTINO, CA 95014
DETAILS
D-2
PpL" DETAIL 2
DETAIL 1 "R"
\ i
34' -3"
NOMINAL
6.25" LUMINAIRE
SEE MOUNTING
LUMINAIRE HEIGHT
DETAIL 4 DETAIL 3 ARM DATA
SEE POLE
DATA
DESIGN CRITERIA.
AASHTO 2013
DETAIL 5
WIND VELOCITY:
DETAIL 6 100 MPH
DETAIL 7
DETAIL 8
8 ,
MATERIAL DATA
FINISH DATA
MIN.
COMPONENT
ASTM
YIELD
DESIGNATION
(KSI)
SYSTEM: GALVANIZED - NO AEROSOL
REPAIR
BASE COAT: HOT -DIP GALVANIZED TO
ASTM A123
PRIME COAT: NONE
FINISH COAT. NONE
COLOR- NONE
TAPERED TUBES
A595 GR. A
55
BASE PLATE
A572 GR.50
50
SIMPLEX PLATES
A572 GR.50
50
GUSSETS
A572 GR.50
50
LUM. CONN.BOLTS
A325
--
A501,A513,A618
PIPE / TUBING
36
SPEC: F-544
A500 GR. B OR C
ANCHOR BOLTS
F1554 GR.55
55
HARDWARE COATING
I HOT ❑IP ZINC
--
Iry
REMOVABLE POLE CAP i
DETAIL 1 POLE CAP
8.00" NOMINAL STRAIGHT SECTION
REFORMED TO 2.38" O.D.
20
8.00" RISE
DETAIL 2 1 LUMINAIRE ARM END
2 50'' DIA
ACCESS HOLE
0.31"
6.63"
4.63"
25
1.00" .25
0.94"
1.50"
5.75"
5.00"
2,50"'
�I
7.63"
0.250"
(3)-0.63" X
THICK
1.75" HEX
GALVANIZING
25
GUSSETS
CAP SCREWS
DRAIN HOLE
00.28"
0.750"
1.000"
DETAIL 3
LUMINAIRE
ARM ATTACHMENT
POLE DATA
POLE TUBE
POLE BASE
ANCHOR BOLT
ANCHOR PLATE
LUMINAIRE ARM TUBE
QTY.
BASE
TOP
GAUGE
SQUARE
BOLT
THK.
SLOT
THREAD
ARM
GAUGE
ARM
RISE
DIA
DIA
LENGTH
OR
„ „
S
CIRCLE
„
M
„
Z
DIA.
LENGTH
LENGTH
W1
W2
W3
W4
BASE
OR
SPAN
HEIGHT
.
(IN)
.
(IN)
(FT)
THK
(IN)
1,Y ,l
(IN)
(IN)
(IN)
(IN)
(IN)
(TN)
(IN)
(TN)
(IN)
DIA .
TWK .
L "
R 1,
(IN).
(IN)
(IN)
(IN)
(FT)
(FT)
7
8.00
3.80
30.00
7
11.50
11.00
1.0Tol
.38 X 1.94
1.25
42.00
10.00
7.78
6.75
1.88
10.50
4.68
11
15.33
4.75
C
AT7
04/19/18
B
DJ7
03/07/18
A
DJ7
03/06/18
DJ7
03/01/18
-
REV
DRAWN BY -DATE
FOUNDATION
DJ7 04/19/18
RMVD POLE TOP CONN.6MAST/UPD FOR RECORD
SOLD TO: VERIZON WIRELESS
DJ7 03/07/18
UPD RADOME HEIGHT TO 5'-5"/ADDED RADOME CAP
SHIP TD: SF CUPERTINO CUPER00i
DJ7 03/06/18
ADDED POLE AND POLE TOP ASSEMBLY
P.o. #: NNCA323040
DJ7 03/01/18
- - - - - - - - - - - - - - -
AGENT: EPIC MARKETING CO, INC.
CHECK BY -DATE
DESCRIPTION
POLE TUBE WALL
COVER ATTACHMENT
LUG - 7 GA. X I"
H.R.M.S. BAR
7 GA.
RIM.
LJ "' DH❑LE C❑VER
GA. H.R.M.S.
0.25"X3" PAN
HEAD MACHINE
SCREW
u
0.50" MIN.
1.50"
DETAIL 4 1 311
x5" HANDHOLE
5.19"
7.56''
0
r
0.50" NUT HOLDER FOR GROUNDING
WELDED TO INTERIOR OF POLE
SHAFT AT 1800 FROM HANDHOLE
RIM. FASTENERS PROVIDED.
0.250" THICK H.R.M.S.
HANDHOLE MOUNTING BAR
0.31"-18UNC X 2.00"
HEX SOCKET FLAT
HEAD SCREW --
STAINLESS STEEL
HANDHOLE COVER-
11 GA. H.R.M.S.
W/COUNTERSUNK
2.25"� HOLE
0.12
`POLE SHAFT WALL
HANDHOLE RIM FORMED FROM
PIPE SIZE TUBING.
DETAIL 5 T HANDHOLE
ALL ANGLES MEASURED
CLOCKWISE FROM HAND
HOLE AS VIEWED FROM 27Qn
SMALL END OF POLE
a��,o
g3X5 HANDHOLE LUMINAIRE ARM
.JOB ODAS STREET LIGHT PROJECT
CUPERTINO, CALIFORNIA
TITLE SMALL CELL STRUCTURES
0
450�ANCHOR BOLT
HOLE BLOWER HANDHOLE
RADIAL INDEX
VALMONT INDUSTRIES, INC. RESERVES
THE RIGHT TO INSTALL VARIOUS,
ENGINEER APPROVED, MATERIAL HANGING
ACCOMMODATIONS TO FACILITATE THE
MANUFACTURING PROCESS.
J_"
M
pYp, r
5
POLE BASE /
DIA. +0.06"
1.50" RA❑IUS „Z
lk
DETAIL 6 1 POLE BASE
DIA . ---
(4) -ANCHOR BOLTS WITH (4)
HEX NUTS AND (4) WASHERS THREAD
PER BOLT WITH THREADED END LENGTH
GALVANIZED AT LEAST 12.00".
LENGTH
ANCHOR PLATE
8.a4"
DETAIL 7 1 ANCHOR BOLT
W3 W1 � �0.500"
W2_ Y
r
W4 W1 W2 1 1
1
ANCHOR BOLT
W3 DIAMETER + 0.06"
DETAIL 8 ANCHOR PLATE
ALTHOUGH RARE, VIBRATIONS SEVERE ENOUGH TO CAUSE DAMAGE
CAN OCCASIONALLY OCCUR IN STRUCTURES OF ALL TYPES.
BECAUSE THEY ARE INFLUENCE❑ BY MANY INTERACTING
VARIABLES, VIBRATIONS ARE GENERALLY UNPREDICTABLE. THE
USER'S MAINTENANCE PROGRAM SHOULD INCLUDE OBSERVATION
FOR EXCESSIVE VIBRATION AND EXAMINATION FOR ANY
STRUCTURAL DAMAGE OR BOLT LOOSENING. THE VALMONT
WARRANTY SPECIFICALLY EXCLUDES FATIGUE FAILURE OR
SIMILAR PHENOMENA RESULTING FROM INDUCED VIBRATION,
HARMONIC OSCILLATION OR RESONANCE ASSOCIATED WITH
MOVEMENT OF AIR CURRENTS AROUND THE PRODUCT.
I VIBRATION DISCLAIMER
Valley,NE 68064
(402) 359-2201
ORDER NUMBER: 377953-P1
PAGE NUMBER: 1 OF 2
DRAWING NUMBER REV
CA377953Pi C
verizonl/
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
r m
MO D V S
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
DRAWN BY:
APE
CHECKED BY:
BPM
APPROVED BY:
LJB
REV
DATE
DESCRIPTION
0
04/06/20
100% CD
1
06/24/20
100% CD REV 1
2
10/23/20
100% CD PLAN CHECK
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
SF_CUPERTINO_123
(NEAR) 5999 SUTTON PARK PL
CUPERTINO, CA 95014
POLE SPECS
EXISTING ROADWAY
SURFACE
SAWCUT ALL EDGES
CLASS II AGGREGATE BASE
THICKNESS VARIES.
MATCH EXISTING THICKNESS (6-MIN).
6" MIN. (TYP) ' T" CUT TO BE
FULL DEPTH AC REMOVAL
SEAL TRENCH EDGES BY SPRAY APPLICATION
OF SS-11-1 EMULSION AFTER FINISH ROLLING.
APPLY SAND COAT TO EMULSION AFTER PLACEMENT.
TYPE 'A' - 1/2" MEDIUM CLASS
A.C. AT 95% COMPACTION.
1.5" FINAL TOP LIFT THICKNESS
SEE NOTE 1
12" MIN.
CLASS I, TYPE 'A' BEDDING
OR SAND AS APPROVED BY THE o
THE CITY ENGINEER o
EXISTING OR PROPOSED PIPE
........... ...
O.D.. (6" MIN.) �► X X
NOTES: 8
1) TRENCH BACKFILL:
CLASS II OR CLASS III AGGREGATE BASE AT
95%, COMPACTION, OR CONTROLLED DENSITY
BACKFILL, SHALL BE USED FOR TRENCH
BACKFILL.
NATIVE MATERIALS MAY BE USED AS BACKFILL
ONLY WITH WRITTEN CONSENT FROM THE CITY
ENGINEER. NATIVE BACKFILL COMPACTION SHALL
BE 95%, UNLESS OTHERWISE PERMITTED IN
WRITING BY THE CITY ENGINEER. RELATIVE
COMPACTION PER ASTM D1557, D2922, D2216
AND 03017. CONTRACTOR SHALL VERIFY
SUITABILITY OF NATIVE BACKFILL PRIOR TO
BEGINNING CONSTRUCTION.
2) IF EDGE OF TRENCH IS 3' OR LESS FROM
THE LIP OF GUTTER, THE CONTRACTOR SHALL
REPAVE TO THE LIP OF GUTTER.
TYPE 'A' - 3/4" MEDIUM CLASS
BASE COURSE. MATCH EXISTING AC
THICKNESS (1.5" MIN, SEE NOTE 3).
A.C. WHEEL ROLLED AND TAMPED
TO 95% COMPACTION.
CLEAN & TACK SIDES OF EXCAVATION
AND BETWEEN COURSES.
SPRAY AN APPLICATION OF SS-11-1
EMULSION BEFORE PLACING A.C.
LIMITS OF X
PIPE SIZE
MINIMUM
MAXIMUM
24" OR LESS
4"
4" + 0D.
4
27" AND
6"
6" + O.D.
GREATER
4
3) NEW ASPHALT THICKNESS
SHALL MATCH EXISTING
ASPHALT THICKNESS (Y
MINIMUM TOTAL THICKNESS IS
REQUIRED).
EXISTING STREET TRENCH RESTORATION
TO BE USED FOR ALL PUBLIC STORM DRAIN PIPE REV 2/6/17
CITY OF CUPERTINO APPROVED BY: ro DATE: 7-11311' 4-24
STANDARD DETAILS CITY EN INEER
24" OR 30"
e CONDUIT*
T
A d
od ° „ \
` � I
GUTTER.
I i
I I
dci
Qm
a --
I V '
a
a —
i
24"—12" OR 15"
— �►
I
PLAN VIEW
- --��
18" - 24" �� � �4
a
ELIGHTIN]G
REET
14 !4"
� I
If 19 3/4" �I
JUNCTION BOX
STATE OF CALIFORNIA 431/Z - CONCRETE BOX
NOTE: BOTTOM OF BOX SHALL BE LINED WITH
CONCRETE. A Y- DRAIN HOLE SHALL BE PLACED
AT I OW POINT IN CONCRETE
a
d d
a
d
d.
a
SECTION A -A
I Y," DIA. CONDUIT.*
/BOND BUSHING
TO POLE
A
48"
— BOND (46)
JUNCTION BOX ( # 3 Y)
\ WATERPROOF FUSE
120 V SINGLE IN
JUNCTION BOX OR INSIDE
INSPECTION PLATE IN POLE
CONDUIT"
CONDUIT* TO BE PLACED ON
SUBGRADE BY TRENCHING
OR PRIOR TO PLACEMENT OF
AGGREGATE BASE
MATERIAL FOR CURB AND
GUTTER
MINIMUM DEPTH 24"
UNLESS APPROVED
OTHERWISE BY PUBLIC
WORKS DEPARTMENT
*CONDUIT SHALL BE RIGID METAL UNLESS PVC IS
APPROVED BY THE PUBLIC WORKS DEPARTMENT
(PVC IS PROHIBITED WITHIN POLE FOUNDATION)
ELECTROLIER AND CONDUIT LOCATION
SEE LIGHTING NOTES FOR OTHER ADDITIONAL INFORMATION
CITY OF CUPERTINO
STANDARD DETAILS APPROVED BY:DATE: 5-4
City Engineer
CITY STANDARD DETAILS
d
A °
GUTTER a
° a °
1 "
�— 30" —�
A
AL
G ` II 4 Q
° B ° d a
a SIDEWALK
e °
° II
e ;' a °. d
` e
r �
a °
52"
BOND BUSHINGS 1
a n -. I . P BOND (TYP)
- -4" .%IIN TO 34" ,MAX I I INSTALL WATERPROOF FUSE
SIDEWALK, d a
°
a °
18" - 24"
6" MA1 Y2" l6 CONI
\,1 %Z" CONDUIT*
B SECTION
"19Y.,
14
JUNCTION BOX
STATE OF CALIFORNIA #3 Y2 - CONCRETE BOX
NOTE: BOTTOM OF BOX SHALL BE LINED WITH
CONCRETE. A Y4- DRAIN HOLE SHALL BE PLACED
AT LOW POINT IN CONCRETE
—' �ii JUNCTION BOX
A
CONDUCTOR SPLICE PER STATE DETAIL ES-13
"PRESSURE CONNECTOR" AND " WATERPROOF"
BOND BU0Ii1NG5
TO POLE
-E FOUNDATION
ETAIL 5-12
SECTION A -A
*CON'DUIT SHALL BE RIGID METAL UNLESS PVC IS
APPROVED BY THE PUBLIC WORKS DEPARTMENT
(PVC IS PROHIBITED WITHIN POLE FOUNDATION)
ELECTROLIER AND CONDUIT LOCATION
5EE LIGHTING NOTES FOR OTHER ADDITIONAL INFORMATIOPJ
CITY OF CUPERTINO APPROVED BY: 'c J�� DATE: %5 L/ Y
STANDARD DETAILS City Engineer
verizonl/
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
r ■
MO D U S
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
DRAWN BY:
APE
CHECKED BY:
BPM
APPROVED BY:
LJB
REV
DATE
DESCRIPTION
0
04/06/20
100% CD
1
06/24/20
100% CD REV 1
2
10/23/20
100% CD PLAN CHECK
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
SF_CUPERTINO_123
(NEAR) 5999 SUTTON PARK PL
CUPERTINO, CA 95014
CITY STANDARD DETAILS
D-4
ELECTRICAL NOTES
1. GENERAL REQUIREMENTS
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.
2. EQUIPMENT LOCATION
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.
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.
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.
GENERAL ABBREVIATIONS
G. ALL GROUND CONNECTIONS SHALL BE MADE WITH "HYGROUND" A AMPERE MFR MANUFACTURER v r miz
J
COMPRESSION SYSTEM BURNDY CONNECTORS EXCEPT WHERE NOTED ACCA ANTENNA CABLE COVER MIN MINIMUM
OTHERWISE. ASSEMBLY MLO MAIN LUGS ONLY
AIC AMPERE INTERRUPTING MTD MOUNTED
H. PAINT AT ALL GROUND CONNECTIONS SHALL BE REMOVED. CAPACITY MTG MOUNTING
I. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 5 OHMS. IF THE APPROX APPROXIMATELY MTS MANUAL TRANSFER SWITCH
AT AMPERE TRIP N NEUTRAL
RESISTANCE VALUE IS EXCEEDED, NOTIFY THE OWNER FOR FUTURE AWG AMERICAN WIRE GAGE (N) NEW
INSTRUCTION ON METHODS FOR REDUCING THE RESISTANCE VALUE. SUBMIT VERIZON WIRELESS
TEST REPORTS AND FURNISH TO VERIZON ONE COMPLETE SET OF PRINTS BATT BATTERY NEMA NATIONAL ELECTRICAL
SHOWING"INSTALLED WORK". BD BOARD MANUFACTURERS ASSOC. 2785 MITCHELL DRIVE, SUITE 9
BR BRANCH OH OVERHEAD WALNUT CREEK, CA
BRKR BREAKER P POLE
6. UTILITY SERVICE BTCW BARE TINNED COPPER WIRE PCs PERSONAL 94598
BTS BASE TRANSMISSION SYSTEM COMMUNICATION SYSTEM
C CONDUIT PH PHASE
A. TELEPHONE AND ELECTRICAL METERING FACILITIES SHALL CONFORM TO CAB CABINET PNLBD PANELBOARD
THE REQUIREMENTS OF THE SERVING UTILITY COMPANIES. CONTRACTOR CB CIRCUIT BREAKER PPC POWER PROTECTION CABINET
SHALL VERIFY SERVICE LOCATIONS AND REQUIREMENTS. SERVICE CKT CIRCUIT PRC PRIMARY RADIO CABINET
INFORMATION WILL BE FURNISHED BY THE SERVING UTILITIES.
CONT CONTINUOUS PRI PRIMARY
B. CONFORM TO ALL REQUIREMENTS OF THE SERVING UTILITY COMPANIES. DEM DEMAND PWR POWER
(E) EXISTING RCPT RECEPTACLE
EGR EMERGENCY GEN. RECEPTACLE RGS RIGID GALVANIZED STEEL
ELEC ELECTRICAL SAF SAFETY MO p U S
7. PRODUCTS EMT ELECTRICAL METALLIC TUBING SDBC SOFT DRAWN BARE COPPER
ENCL ENCLOSURE SEC SECONDARY
EXIST EXISTING S.N. SOLID NEUTRAL
A. ALL MATERIALS SHALL BE NEW, CONFORMING WITH THE NEC, ANSI, NEMA, FAC FACTOR SURF SURFACE MODUS, LLC
AND THEY SHALL BE U.L. LISTED AND LABELED. F/A FIRE ALARM SW SWITCH
FLUOR FLUORESCENT TEL TELEPHONE 240 STOCKTON ST., 3RD FLOOR
B. CONDUIT: FT FOOT/FEET TYP TYPICAL
B. 1. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED WITH
FU FUSE U/G UNDERGROUND SAN FRANCISCO, CA
ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR UNDER G GROUND U.L. UNDERWRITER'S LABORATORY 94108
CONCRETE SLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC GEN GENERATOR INC.
ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING GFCI GROUND FAULT CIRCUIT U.N.O. UNLESS NOTED OTHERWISE
EXTERIOR, RIGID CONDUIT IN CONTACT WITH EARTH SHALL BE 1 /2 INTERRUPTER V VOLT
LAPPED WRAPPED WITH HUNTS WRAP PROCESS NO. 3. GND GROUNDING VAC VOLT ALTERNATING CURRENT DRAWN BY: APE
GPS GLOBAL POSITIONING SYSTEM W WATT OR WIRE
B.2. ELECTRICAL METALLIC TUBING SHALL HAVE U.L. LABEL, FITTINGS SHALL GR GROWTH W/ WITH CHECKED BY: BPM
BE COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS. HDBC HARD DRAWN COPPER WIRE W/O WITHOUT
B.3. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. LISTED LABEL AND MAY HPS HIGH PRESSURE SODIUM XFER TRANSFER APPROVED BY: LJB
BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE "JAKE" OR LG LENGTH XFMR TRANSFORMER
"SQUEEZE" TYPE. SEAL TIGHT FLEXIBLE CONDUIT. ALL CONDUIT IN LPS LOW PRESSURE SODIUM XLPE CROSS-LINK POLYETHYLENE
EXCESS OF SIX FEET IN LENGTH SHALL HAVE FULL SIZE GROUND WIRE. MAX MAXIMUM REV DATE DESCRIPTION
MECH MECHANICAL
B.4. ALL UNDERGROUND CONDUITS SHALL BE PVC SCHEDULE 40 (UNLESS 0 04/06/20 100% CD
NOTED OTHERWISE) AT A MINIMUM DEPTH OF 24" BELOW GRADE. 1 06/24/20 100% CD REV 1
B.5. ALL CONDUIT ONLY (C.O.) SHALL HAVE PULL ROPE. 2 10/23/20 100% CD PLAN CHECK
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 ELECTRICAL LEGEND
#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.
OHT/OHP OVERHEAD TELEPHONE/OVERHEAD POWER
D. PROVIDE GALVANIZED COATED STEEL BOXES AND ACCESSORIES SIZED
PER CODE TO ACCOMMODATE ALL DEVICES AND WIRING.
OHT OVERHEAD TELEPHONE LINE
E. TOGGLE SWITCHES SHALL BE 20 AMP, 120 VOLT AC, SPECIFICATION
GRADE WHITE (UNLESS NOTED OTHERWISE) FINISH. MOUNT SWITCHES AT OHP OVERHEAD POWER LINE
+48" ABOVE FINISHED FLOOR.
E POWER RUN
F. PANELBOARD SHALL BE DEAD FRONT SAFETY TYPE WITH ANTI -BURN
SOLDERLESS COMPRESSION APPROVED FOR COPPER CONDUCTORS, T TELCO RUN
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 E/T POWER/TELCO RUN
FINISHED FLOOR. PROVIDE TYPEWRITTEN CIRCUIT DIRECTORY.
G GROUND LINE
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 -GZ=D- FUSE, SIZE AND TYPE AS INDICATED.
SUBJECTED. NOES
LIGHTING FIXTURE,BCC ��fi
H. GROUND RODS SHALL BE COPPER CLAD STEEL, 5/8" ROUND AND 10'
LONG. COPPERWELD OR APPROVED EQUAL. 5/8" X 10'-0" ,CU. GND ROD 24" MIN. BELOW GRADE. - w : i - / L r
I. CONDUIT REQUIREMENTS (TYP., U.N.O.): UNDERGROUND: PVC (SCHED 40 _ * NO. C64533 _
OR 80), INDOOR: EMT (RGS IN TRAFFIC AREAS, OUTDOOR (ABOVE MECHANICAL CONNECTION .
GRADE): RGS. CIVIL
CIRCUIT BREAKER
J. PLACE "TRUE TAPE" AND PULL ROPE IN THE CONDUITS AS REQUIRED. OF cNL_
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.
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
SF_CUPERTINO_123
(NEAR) 5999 SUTTON PARK PL
CUPERTINO, CA 95014
ELECTRICAL GENERAL NOTES
E-1
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.
STREET LIGHT PULL
BOX
CITY SERVICE
CONDUCTORS TO
SERVICE POINT
(N) WATERPRO�.,
CONNECTION W/ 72" OF
CONDUCTOR SLACK
STREET LIGHT SINGLE LINE DIAGRAM
(N) 2 #10 WIRES
(N) 30A FUSE AT MID -POINT OF 48"
CONDUCTOR SLACK IN PULLBOX
E E E
E E E
LEGEND
FIBER LINE(S)
FIBER
POWER RUN
E
GROUND WIRE(S)
G
COAX CABLE
A
-GZ=D--
FUSE & FUSE HOLDER, SIZE AND TYPE AS INDICATED.
GROUND ROD
(N) STREET LIGHT 10A FUSE AT MID -POINT
OF 48" CONDUCTOR SLACK IN PULLBOX
(N) STREET LIGHT CONDUCTORS
2#10
(N) (2) TWIN DIPLEXERS
(N) (4) 1 /4" COAX CABLES FROM
RADIOS TO TWIN DIPLEXERS
6701 6701
FIBER
,gym w
(N) (1) FIBER JUMPERS TO m
FEED EACH ANTENNA/RADIO RRUS 32
w�
mw
�m w
m
LL
FUTURE FIBER AND m w
CONDUIT UNDER U_ m w
SEPARATE PERMIT m
U_
FIBER FIBER FIBER FIBER
FIBER FIBER FIBER FIBER
FIBER 11X17 BOX FIBER FIBER FIBER FIBER
FIBER FIB (UNDER SEPARATE PERMIT)
FIBER POC FIBER FIBER FIBER FIBER FIBER
FIBER/COAX DIAGRAM
(N) CONDUCTORS 1
E-2
/ (N) EQUIPMENT
E -E
E
LUMINAIRE
(N) STREET LIGHT CONDUCTORS
2#10
(N) (4) 1 /4" COAX CABLES FROM
TWIN DIPLEXERS TO ANTENNA
(N) (4) 1 /4" COAX CABLES FROM
RADIO TO TWIN DIPLEXERS
(N) (2) FIBER
JUMPERS TO FEED
RET CABLE, ACCESSIBLE
THROUGH HANDHOLE.
CABLE TIE EXCESS CABLING
AT ANTENNA CAGE
3
2
Carrier ground wire and ground rod to be labeled if
placed in City's electrical box.
4 CANISTER ANTENNA
D-1
(N) (4) #12 WIRES &
(2) #12 GROUND
@E�-3
(N) 68A SMART METER
(N) (4) WIRE RECEPTICLE
(N) TERMINAL BLOCK SPLICE/
CONNECTION
(N) #10 WIRE FROM RECEPTACLE TO
DISCONNECT
SEE STREET LIGHT SINGLE
LINE DIAGRAM
(N) STREET LIGHT 10A FUSE
(N) 30A FUSE
(E) CITY SERVICE POINT
SEE CIRCUIT DIAGRAM
0-- E E
CITY SERVICE CONDUCTORS
NOTE:
CONDUIT FILL CALCULATIONS
REQUIRED 1.5" O CONDUIT CONTACT
ENGINEER IF SMALLER
ELECTRICAL AND GROUNDING DIAGRAM
6 5G ANTENNA
D-1
--
I
F- — — — — — — — — — — — — ---
I E
I
I Iw
�I
LUMIf ......_
(N) STREET LIGHT CONDUCTORS
L 2# 10 & 1 #8 GND
I
I
`i w
w
I I �
I I
SHROUD 6701 6701 (�w
w
I �
2 RRUS 32
�w
L— — — — — — — — — — — w
7 m'o mmo
�U ww ww
m
m w
w �
m
mm(D
m1
m mm0
z Im'oIII
(N) (4) #14 WIRES
(N) (2) GROUND #12 WIRES
CD w
w
(N) #8 GROUND FROM ANTENNA TO
BE CONNECTED AT GROUND BAR IN
Uw DISCONNECT SWITCH PER CEC
w250.94 AND 800.100(B) (2)
0
(N) (2) #10 WIRES
(N) #10 WIRE FROM TERMINAL BLOCK
TO DISCONNECT
(N) (3) WAGO SPLICE CONNECTORS
INSIDE DISCONNECT
(N) (2) #10 WIRES & (1) #10 GROUND
TO WAGO SPLICERS
(N) DISCONNECT
(N) (2) #10 WIRES
w
E E � (2) #10 TO STREET LIGHT CONDUCTORS
E E E E E E (N) #8 GND STREET LIGHT
E E E
G G G
\11_� (N) #8 CARRIER GROUND TO BE
BONDED TO GROUND ROD IN STREET
LIGHT PULL BOX
STREET LIGHT PULL BOX
5/8"DIA.x10' GROUND ROD
PER N.E.C. ARTICLE 250
I
I
I
I
venzonl/
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
r ■
MO D U 5
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
DRAWN BY:
APE
CHECKED BY:
BPM
APPROVED BY:
LJB
REV
DATE
DESCRIPTION
0
04/06/20
100% CD
1
06/24/20
100% CD REV 1
2
10/23/20
100% CD PLAN CHECK
NO S
C-D
w r= i
* NO. C64533
F OF C A!-�Fo
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
SF_CUPERTINO_123
(NEAR) 5999 SUTTON PARK PL
CUPERTINO, CA 95014
ELECTRICAL SINGLE -LINE
AND GROUNDING DIAGRAM
E-2
Conduit Fill Calculation - 1.5" PVC with MaxCell 2-cell
3 1 /8" Corcluit inside Diarreter (I.D.): 1.5 in. (N) PG&E TRANSFORMER
RATED SMARTPOLE METER verizonv
(FURNISHED & INSTALLED BY
Total Inside Area, (rT/4}!D (Tr/4)(1.5)' = 1.77 in PG&E)
PG&E)
Allcwalblle fill at 401/a (per CEQ: (1.77)4.4 = 0.71 in! A A
1.5" PVC Calculated Fill:
Site Area in.2 tv. Total Arrea(in.L} VERIZON WIRELESS
i
Fiber": 12F 0.0544 4 0.2176
2785 MITCHELL DRIVE, SUITE 9
DUAL IN -LINE FUSE HOLDER ATTPower: #10 0,0243 2 0,0486 ELEVATION WALNUT CREEK, CA
ATT Ground: 48 0.0437 1 0.0437 94598
3.06"Q
Streetlight Power": 48 0.0437 2 0.0874 NICKLE PLATED BRASS PIN
TOP VIEW WHITE COLOR o O o
X COPPER COLOR
Streetlight Ground: 48 0 0437 2 0,()874 W Y o
PLUNGER SWITCH Z
Total: 0.4847 ° ° BRASS PIN
'IT BRASS PIN NICKLE PLATED
c� Total calculated fill is less than 40Y. allowable COPPER COLOR WHITE COLOR
MO D U 5
SIDE VIEW All power and ground conductors Type THW
"WORST CASE SIZE OR QUANTITY SHOWN CONSERVATIVELY, SEE PLANS FOR ACTUAL SIZE / QUANTITY REQUIRE0 PLAN
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
NOT USED
12
FUSE HOLDER
9
CONDUIT FILL
6
SMART
METER
3
94108
ERICSSION PSU AC 08
DRAWN BY: APE
DIMENSIONS: 2.72" TALL x 10.79" WIDE x 7.09" DEEP
CHECKED BY: BPM
PHOTOCELL TABLE
WEIGHT: 11.46 Ibs
APPROVED BY: LJB
PHOTOCELL
THE PSU IS REQUIRED TO OPERATE THE RRUS ON AC. IF
THE RRUS IS INSTALLED OUTDOORS, THE ACCU IS
POLE ID
CIRCUIT #
REQUIRED
ALSO REQUIRED, OTHERWISE THE ACCU IS OPTIONAL. THE EQUIPMENT FOR AC POWER SUPPLY IS
I
METV
(YES/NO)
SHOWN FIGURE 1
REV
DATE
DESCRIPTION
21897
1
NO
RS Series
0
04/06/20
100%CD
21898
1
NO
Rom'" LED Street Luminaire - Small.
1
06/24/20
100%CD REV 1
YES
Product Ge5cripWn
0111
GROUNDING
x
If
W
z
2
10/23/20
100% CD PLAN CHECK
-heCree°� F�rYt' Senes, Wtiaing WvreM,a°Techro.ocy.•�n.l trarmlormthe',S•ap•.tti.itr_s and
-�.z A
INTERFACE
UBBE eoB12+51 R ON METER
HU@BELL HBL2451
murkipa itics light their residential streets. With the firstvix-.:6le LED streetliy,htat wa m CC11he R5W
�
SOMCE
HUBBELL HEL2456
Series delioers wpm 1777 LFW. e0anced visual cornfortwhh reduced g-hare and high mlor mrtmst
x
Y
W
2
fading to imprared anerati illurairalion using Less ererly. -he RSW Seri—_ prmides wwrn, irviting dark
skyfriendly lighting that msketgood ecummir sense.
,�
a, a
R 111 B
App6icetl�s:rdmdway-Lacml�Ce�lettor
0
Dlunnnerc Y jt 2%W Red)-- SwithEnAusure Flate:l(Ll)endy(t?jN)candunors
tram the enclosure to be cannected
a
a
to thenisemneel switch by vendor
Petfer mmmSummary
Uti¢ts Crec W nveMwt" lechnoInV
NEMAd Photocell
Rcco-gtacle locaticn
AsternNed in the U-SA. of U.5. and irnparted parts
tp•�-
AC POWER INTERFACE
Eff city: Up to 127 LPlit'
45MMml � =
PSU
CT IWAA
ice: Aiini roam aD CRI I OK, Gd]OK $ SCCr]KI. M CRI 127CtOK, 3000K, S000K •S SKCKI
CCT. 27WK, 3OWK, 4E00K, 50DUK
I1TSrttart �F
i f
1.1miled WarrawW, 'I II Kaara,
� ��
'amtC hid}a'rd.}t-rty att+nrr+'®r'�rrsrn'Y r►'�
4`G `m
_
LOQ INSIDE SMARTFOLE
gulp to low
rtYttesSorl
F..B
12,S9mml
- Sa ACCU
` <
FLMd-traslallod
`arerm sh.ate eaa a nra
1i'S Vr W-BR:I R35
FIGURE 1
-PrwWG "rg:Ynn�hal Jll :a::t"
e?@ ESS/0,
PHOTOCELL TABLE
1 1
PSU AC08
5
RECEPTACLE WIRING DIAGRAM
2
q
UtitiilrLabel LocMion = �1 cn - r-% -
— TESCO DISCONNECT BOX WITH CT AND METER SOCKET _
__ * . N0. Cfi4533 •_
1 /2" STAINLESS STEEL W • M- 0
LIGHT POLE / BANDS COLOR: GRAY ��
a,i6LbsI3 CIVIL.
� � DIMENSIONS: 20.5" TALL x 8.75" WIDE x 4.25" DEEP ,"9� •" ,,,,,,,,,,,,,• •'
\ TOTAL WEIGHT: � 0 \F�
Ordering It fntmtatinn 0 F C AL
STEEL MOUNT E*arnpka75iMS-A--HT-2ME-7L•27MUL-EY-M PHASE.: 3-WIRE ..................
BRACKET AND �9 /9 lists A irr 31+y� SL 4 K7 uL fly VOLTAGE: 120/240
PLATE ° u ° AMPACITY: 60 MAX
Proffitt reraM munang 0" Luman Derft:tn vael" nor Unutyuuap'Fntoptxla ttlrmns BOLT GRIND. 2 BOLT PARALLEL CROSS RUN UNIVERSAL PIPE
pait", aplians ROD CLAMP SPLICER CLAMP CLAMPS IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS
R9a5 ® HT PU>r i 27" Sr N Lid" LtD¢La�d NL?k+ avo>{az,al Elam telu,n�aupw THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
mall Mraorul Tgpr.u�g 3,.9laLlr-are 7?aEk MCAI lhrorsal G 7_PMPkwci"RmapLxlp WUNCCW'L:d. CO3:2,or61 -CLV 75/1 .25 PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
DISCONNECT r.nx 2140 7Ates raaarnr a tzrnawaua�auoatpw rncdTmurr•g;llr•tioo0
ry
TOP VIEW 3uP kmotu-ar� 1l�t�E�k �CAI i � rkctpl�aW rd-� z t.jgD l:by br:wr,9 v
TMwIll htadum INEk Ea CAI A►1S CI U.S' sclbabd
ialGY F.1-1 y -rrnhC_= a.1W rc,^ar la pagr& S s s [srpawarid a
1l El 7W IN im !B;dv tLmcr •ealuis
1/2" STAINLESS ruttb tr _0I na210-rlo3� 13RI L=odLunlrlDupm TOP VIEW
60aKMC3il br'rt$r MusrsCa=ixl,7t; xitl
STEEL BANDS ''� _Lm[r:ulpirtapan-anamy
LIGHT POLE SUN�°WCW_t0ftrALuo;sc6rn6d 4.25" 8.75"
' rr.Cv_bnW-.rJga I:b:l IX i:i'r1g
Saul iIvb:lbo
STEEL MOUNT 5@MKMCFl1 • hbrraFagc55 E IxpmMaraM S F_C U P E RTI N O_123
BRACKET AND hm:r-alum
L.N. E„ 2 HOLE LUG CAST T"SPLICER 1 BOLT PARALLEL
SHUTDOWN PLATE '--r--k3g.._=d... d B k, a pp.....-.... 3NaslS raR'kE -arl _-1L..d.—ydp-d,a3m Wr-1 epnw-6.tft,_Rd- La l.nsd U.&-J Lu L-.eL- tar 1-1. Was..,v>+„e N CLAMP
10 N PG&E SMART
STEEL MOUNT METER (NEAR) 5999 SUTTON PARK PL
BRACKET AND r nat�wlao4rrmtR y HUTDowN EATON DISCONNECT
PLATE — — — —�� CREE BOX DG222NRB C U P E RTI N O, CA 95014
____ wry o
LO
� o
1 /2" STAINLESS
STEEL BANDS L 0.375
1 1/2"STDPIPE ELECTRICAL DETAILS
DISCONNECTU_Z_
NIPPLE
1 /2" THREAD SIGNAGE PER �
SEALING 7/D-2
TAPE LT 1 BOLT PARALLEL
FRONT VIEW SIDE VIEW SIDE VIEW FRONT VIEW PIPE COMP CLAMP UNIVERSALPIPECLAMPS
E-3
DISCONNECT MOUNTING 10 LUMINAIRE SPECS 7 DISCONNECT 4 MECHANICAL CONNECTION 1
Encroachment Agreement - 5999 Sutton Park PI
- CUPER123
Final Audit Report 2020-12-09
Created: 2020-12-07
By: Araceli Alejandre (aracelia@cupertino.org)
Status: Signed
Transaction ID: CBJCHBCAABAA8aSJsKlgRjVIUUJIUz4ZTcONoYhWlfh6
"Encroachment Agreement - 5999 Sutton Park PI - 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
dp 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
dp 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
i
Addobeote Slgl'1
c�rerrrinv
Agreement completed.
2020-12-09 - 0:15:18 AM GMT
FMIdi
Adobe
Ob2 Slgl'1
CVrLR INO