HomeMy WebLinkAbout21-181 Encroachment Agreement, GTE Mobilnet of California Limited Partnership, dba Verizon Wireless, R.O.W, 19444 Stevens Creek BoulevardSF_CUPERTWO_0111417701
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 term of this Encroachment Agreement shall be as set forth in Section 2 of the
Agreement.
5. Fees. The initial Rent for the term of this Encroachment Agreement shall be $1,500.00, as
determined in accordance with Paragraph 5.1 of the Agreement, as adjusted by Paragraph 5.2.
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
parry to the other hereunder. Otherwise, Licensee shall have no further obligations for the payment
of Rent to Licensor.
9 Miscellaneous. N/A
[Signature page follows]
EXECUTED to be effective as of the date shown above.
LICENSOR:
City of Cupertino, apolitical
subdivision of the State of California
By: t5;ii)
Name: Chad Mosley
Title: oty Engineer
ATTEST:
Kirsten Squarcia City , Clerk Dec 8, 2020
APPROVED AS TO FORM
CITY ATTORNEY' S OFFICE
BY:
h`eai hGl- R ft�eel-
Print Name:Heather M. Min ner
City Attorney
LICENSEE:
GTE MOBILNET OF CALIFORNIA
LIMITED PARTNERSHIP,
D/B/A VERIZON WIRELESS
by Cellco Partnership,
its General Partner
By: �. ��, J z�a� n� l A Z-0
Name: Scott Stewart
Title: Director Network
Exhibits:
Attachment 1
Attachment 1
Licensed Area
See attached.
E
veriz
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) 989.1 102
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
CUPERTINO.CUPEROI I
J (NEAR) 19450 STEVENS CREEK BLVD.,
CUPERTINO, CA 95014
SITE ID: SF CUPERTINO Ol 1
SITE TYPE: LIGHT POLE
POLE # : 20204
COUNTY: SANTA CLARA
PROJECT DESCRIPTION
VERIZON WIRELESS PROPOSES TO INSTALL A NEW WIRELESS COMMUNICATION SITE ON A LIGHT POLE IN THE PUBLIC RIGHT-OF-WAY
SCOPE:
• INSTALL (2) 5G ANTENNA/RADIOS INSIDE NEW FRP CONCEALMENT SHROUD ON TOP OF POLE
• INSTALL (1) NEW DISCONNECT / SMART METER ON SIDE OF POLE
• INSTALL NEW POLE AND FOUNDATION TO REPLACE EXISTING
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SITE INFORMATION
SITE ADDRESS:
(NEAR) 19450 STEVENS CREEK BLVD ,
CUPERTINO, CA 95014
OWNER:
CITY OF CUPERTINO
10300 TORRE AVE
CUPERTINO, CA 95014
APPLICANT:
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA 94598
LATITUDE:
37.3228233 NAD83
LONGITUDE:
-122.013505 NAD83
COUNTY:
SANTA CLARA
ASSESSORS PARCEL NUMBER:
PUBLIC RIGHT OF WAY
NEAR 375-01-022
ZONING:
CITY OF CUPERTINO
ELEVATION:
188.32' 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 11 B, SECTION 1 103B.
verizonN/
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
DRAWN BY:
APE
CHECKED BY:
BPM
�A�PPROVEDBY:
LJB
REV
DATE
DESCRIPTION
0
04/02/20
100% CD
1
04/29/20
100% CD PLAN CHECK
2
09/09/20
100% CD PLAN CHECK
3
1 1 /02/20
100% CD PLAN CHECK
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CIVIL RQ��
F of CA1 �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
CUPERTINO_CUPER01I
(NEAR) 19450 STEVENS CREEK
BLVD STREET
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:
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 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 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. 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 verizonN/
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
APPRX. APPROXIMATE(LY) LB.(#) POUND(s) 2785 MITCHELL DRIVE, SUITE 9
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 iil D U S
Q CENTERLINE OPNG. OPENING
CLR. CLEAR P/C PRE CAST CONCRETE
COL. COLUMN PCs PERSONAL COMMUNICATION
CONIC. 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 �A�PPROVEDBY: 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 04/02/20 100% CD
ENG. ENGINEER SQ. SQUARE
EQ. EQUAL S.S. STAINLESS STEEL 1 04/29/20 100% CD PLAN CHECK
EXP. EXPANSION STD. STANDARD 2 09/09/20 100% CD PLAN CHECK
EXST.(E) EXISTING STL. STEEL
EXT. EXTERIOR STRUC. STRUCTURAL 3 1 1 /02/20 100% CD PLAN CHECK
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
m-EGEND STEEL
GROUT OR PLASTER
SPOT ELEVATION
(E) BRICK
Zx
REVISION
(E) MASONRY
OGRID
REFERENCE
CONCRETE
- - EARTH
e--
X
DETAIL REFERENCE
0000000000GRAVEL
X
ELEVATION
X-X
REFERENCE
PLYWOOD
I
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
WOOD FENCING
OHT/OHP
OVERHEAD TELEPHONE/
OVERHEAD POWER
oHT
OVERHEAD TELEPHONE
OHP
OVERHEAD POWER LINE
t LLn
�0
s� Pq
* NO. C64533 *
`P�q, ' CIVIL��� =
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
CUPERTINO_CUPER01I
(NEAR) 19450 STEVENS CREEK
BLVD STREET
CUPERTINO, CA 95014
GENERAL NOTES
T-2
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10050 N WOLFE RD
� j
CUPERTINO, CA 95014
E TOP OF LIGHT
31'-4" AGL
E TOP POLE
30AGL
3
E LIGHT ARM• 6
28'-8" AGL
E LIGHT ARM SUPPORT
26'-S AGL
I
(E) TOP OF 1' SIGANS
9'-5" GL
(E) BOTTOM OF SIGN
7'-11"AGL
(E) GRADE
Center pole
Latitude 37.322831 N
Longitude-122.013511 W
NAD83 & WGS84
Pole height: 30'
VERTICAL DATUM
THE NORTH AMERICAN VERTICAL DATUM OF 1988 ("NAVD88")
DESIGN BY: N.PE REV
DRAWN BY: N.PE 1.
APPROVED:
APPROVED:
APPROVED:
MEDIAN
fEl CONCRETE S/DEWALK
I
�
L
U
19480 STEVENS CREEK
Q
3
BLVD
LU
o
CUPERTINO, CA
N
95014
Q w
tpe
w
w
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Z
N
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I
NORTHERLY
RIGHT-OF-WAY OF
STEVENS CREEK BLVD
LANDSCAPE
STEVENS CREEK BLVD_ _
CTR-LINE
QO
I
Ln
D/W m
LANDSCAPE
SOUTHERLY
RIGHT-OF-WAY OF
STEVENS CREEK BLVD
POLE LIGHT
PROPOSED LOCATION OF FACILITIES:
LATITUDE: 37° 19'22.164"N
LONGITUDE: 122°00'48.618"W
ELEVATION: 188.32'
Ln
Ln
- LIGTH ARM
6' AT 2.56'
o u u
(E) CONCRETE SIDEWALK
I
CO 14'-6"±
LO BACK OF POLE TO
RIGHT-OF-WAY
19444 STEVENS CREEK
BLVD, CUPERTINO,
CA 95014.
APN:
375-01-022
DESCRIPTION DATE SF CUPERTINO 011
ISSUE FOR CONSTRUCTION 03/05/2020 4746 Clayton Rd, Concord, CA, 94521.
PlannENG (925) 408-2159 19444 STEVENS CREEK BLVD
e—M splannengCgmail.com
✓U www.planneng.com CUPERTINO, CA 95014
REF PLAT # BK. 375 - PG. 1
DISCLAIMER:
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
EXISTING GROUND FEATURES, EASEMENTS, OR LEASE AREA SHOWN
HEREON IS INTENDED TO BE APPROXIMATE AND IS SUBJECT TO
VERIFICATION BY RESOLVING THE POSITION OF THE BOUNDARY LINES.
BASIS OF BEARINGS (HORIZONTAL DATUM)
GEODETIC NORTH AS REFERENCED TO THE WORLD GEODETIC SYSTEM
OF 1984("WGS84-), WHICH ON THIS SURVEY, FOR ALL INTENTS AND
PURPOSES, IS THE SAME AS THE NORTH AMERICAN DATUM OF
1983 "NAD83" .
ABBREVIATIONS
PL PROPERTY LINE
RIGHT OF WAY
(E) EXISTING
DW DRIVEWAY
(N) NEW
AGL ABOVE GROUND LEVEL
CTR-LINE CENTER LINE
OH OVERHEAD
SYMBOLS
® EXISTING POLE
F WATER VAULT
PB PULL BOX
j STREET SIGN OTHERS
TREE
M31 MAIL BOX
� SHRUB
MH MANHOLE
WATER VALVE
FIRE HYDRANT
GUY WIRE
STREET LIGHT POLE
0 EXISTING VALVE 17INLET
O FIBER VAULT
0 MONUMENT
E] STREET LIGHT
PULL BOX
Ed PEDESTAL
LINE TYPES
-
RIGHT OF WAY
— - —
CENTER LINE
OH LI
GRAPHIC SCALE
25 0 15 30 50
(IN FEET)
1 inch = 30 ft.
LAND
S���
MICHAEL
SHEET: C1
NOTE:
1. FIBER PULLBOX EXACT LOCATION TO BE VERIFIED IN FIELD
2. 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.
Notify PGE of this base removal that is in
close proximity to PGE vault. PGE must
be present during removal.
(E) FACE OF THE CURB
(E) WATER METER
C,
0
ENLARGED SITE PLAN
STEVENS CREEK BLVD
(N) LUMINAIRE
(N) STEEL MAST ARM
(E) LIGHT POLE & FOUNDATION TO BE REMOVED. (N)
LIGHT POLE & FOUNDATION TO BE INSTALLED IN PLACE
(N) LOCATION OF VERIZON
WIRELESS ANTENNA IN FRP SHROUD
MOUNTED ON LIGHT POLE
!EC 2!
/ NCI (E) VAULT, TYP.
W
U
Z J
Q Q
W
Q J LU
LU Oo
d0-Ll- �
Q O `l
o O
Q U W
Z Q n
CO W
+I O
O ~
\ EC3
FIBER-4—FIBER S
(E) CONCRETE SIDEWALK
(E) LANDSCAPE
PROPERTY LINE
24"x36" SCALE: 1 /2" = V-0"
1 1 "x1 7" SCALE: 1 /4" = V-0"
(E) PGE VAULT
u
(E) TREE
(E) FIRE HYDRANT
•
CONDUIT TABLE
DESIGNATION
CONDUIT
BEFORE CONTENTS
AFTER CONTENTS
(2) #8 STREET LIGHT
EXI STI NG 1 1 /2" DI A. PVC
ECl
CONDUCTORS & (1) #8 BARE
N/A
(TO BE REMOVED)
EQU I PM ENT GROU ND
(2) #8 STREET LIGHT
(2) #8 STREET LI GHT CONDUCTORS & (1) #8 BARE
EC2
EXISTING 1 1 /2" DI A. PVC
CONDUCTORS & (1) #8 BARE
EQU I PM ENT GROU ND
EQU I PM ENT GROU ND
EC3
EXISTING 1 1 /2" DI A. PVC
N/A
FIBER CABLES (TBD)
1 1 /2" 2 CELL MAXCELL WITH ONE CELL CONTAINING NEW
(2) # 10 THW POWER & (1) #8 GROUND. OTHER CELL TO
NCI
PROPOSED 1 1/2" DI A. PVC
N/A
REMAIN EMPTY, RESERVED FOR FUTURE USE. OUTSIDE OF
THE MAXCELL CONTAI INS (2) #8 EXI S11 NG STREET LI GHT
CONDU CTORS & (1) #8 BARE EQU I PM ENT GROU ND
NC2
PROPOSED 1 1/2" DI A. PVC
N/A
(2) FO JUMPERS
PULL BOX TABLE
DESIGNATION
DESCRIPTION
El
EXIST] NG STREET LI GHT PU LLBOX w/ CARRI ER GROU ND
E2
EXISTING FIBER PU LLBOX
Carrier ground wire and ground rod to be labeled if
placed in City's electrical box.
STEVENS CREEK BLVD
(E) PULL BOX
(E) DRIVEWAY
(E) STREET SIGN — n
o Imo o �
(E) STREET LIGHT PULL BOX
(E) INLET , Il
(E) STREET LIGHT PULL BOX —
(E) PEDESTAL 2
(E) TREE A-1
ENLARGED SITE PLAN
SCALE 2 SITE PLAN
1 /2"=1 '-0"
(N) LOCATION OF VERIZON
WIRELESS CANISTER
ANTENNA AND EQUIPMENT
(E) TREES
(E) CONCRETE SIDEWALK
(E) LANDSCAPE
(E) FACE OF THE CURB
(E) PULL BOX
(E) TREES
(E) FIRE HYDRANTS
19450 STEVENS CREEK
BLVD, CUPERTINO
CA 95014
A.P.N.:
375-01-022
LEGEND
R FIBER LINE(S)
E ELECTRICAL LINE
S/L
FIBEL STREET LIGHT LINE
24"x36" SCALE: 1 /16" = V-0"
1 1 "x17" SCALE: 1 /32" = V-0" 16' 12' 8' 4' 0" 16'
SCALE
1 / 16"=1 '-0"
verizonN/
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
, 'j
m0DUS
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
DRAWN BY:
APE
CHECKED BY:
BPM
APPROVED BY:
LJB
REV
DATE
DESCRIPTION
0
04/02/20
100% CD
1
04/29/20
100% CD PLAN CHECK
2
09/09/20
100% CD PLAN CHECK
3
1 1 /02/20
100% CD PLAN CHECK
Ln
LIJ rF-i
* NO. C64533
CIVIL�N� =
F of ��L,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
CUPERTINO_CUPEROII
(NEAR) 19450 STEVENS CREEK
BLVD STREET
CUPERTINO, CA 95014
SITE PLAN
A-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 1 /2" STEEL BANDING
■
veN/
rizon
(N) FRP CONCEALMENT 1
T.O. N CONCEALMENT SHROUD
SHROUD
35'-6" AGL
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
IF I
(N) (2) 5G ANTENNAS 6
WALNUT CREEK, CA
94598
IN FRP SHROUD D_1
T.O. E LIGHT SENSOR
T.O. E LIGHT SENSOR
31'-8" AGL u
31'-4" AGL
RAID CENTER OF N 5G ANTENNA
T.O. E STEEL LIGHT POLE
31'-7" AGL
7
�(N) LUMINAIRE E-3
30'-0" AGL
T.O. N STEEL LIGHT POLE
29'-1 1" AGL
maous
E LIGHT ARM
28'-8" AGL
(E) LUMINAIRE
N 6 -0 MAST ARM
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
E LIGHT ARM SUPPORT
SAN FRANCISCO, CA
26'-5" AGL
94108
T.O. N NOTICE SIGNAGE
25'-2" AGL
(N) NOTICE SIGNAGE, TYP. OF (1) 9
FACING STREETSIDE D 1
DRAWN BY: APE
CHECKED BY: BPM
APPROVED BY: LJB
REV
DATE
DESCRIPTION
0
04/02/20
100% CD
1
04/29/20
100% CD PLAN CHECK
2
09/09/20
100% CD PLAN CHECK
3
1 1 /02/20
100% CD PLAN CHECK
(E) LIGHT POLE TO BE REPLACED
ROAD SIGN
T.O. E SIGN
T.O. E SIGN
(N) LIGHT POLE
(E) ROAD SIGN
QRpFESS/0.
9
-
=s� m=
_ NO. C64533 _
*(E)
CIVIL =
F OF ' CAL\FO
9'-5" AGL
9'-5" AGL
........
T.O. N DISCONNECT
8'-9" AGL
3 4 5 8
T.O. E SIGN
7'-1 1"AGL
T.O. E SIGN
7'-1 1"AGL
(N) SMART METER / DISCONNECT
w/ SHUTDOWN SIGNAGE E-3 D-1 D-1 D-1
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
7'-0" AGL
14'-6" BACK OF POLE TO ROW LINE
14'-6" BACK OF POLE TO ROW LINE PORT HOLE LOCATION 1
FOR DISCONNECT p-2
CUPERTINO CUPEROII
(NEAR) 19450 STEVENS CREEK
BLVD STREET
CUPERTINO, CA 95014
(E) FOUNDATION
(N) FOUNDATION 4
D-2
EXISTING & PROPOSED
ELEVATIONS
EXISTING SURFACE
jdK EXISTING SURFACE
0'-0" AGL
0'-0" AGL
A-2
EXISTING ELEVATION
SCALE
2
PROPOSED ELEVATION
SCALE0„
1
1/2
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 1 /2" STEEL BANDING
■
veN/
rizon
(N) FRP CONCEALMENT 1
T.O. N CONCEALMENT SHROUD
SHROUD D 1
35'-6" AGL
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
r 7711
(N) (2) 5G ANTENNAS 6
WALNUT CREEK, CA
94598
IN FRP SHROUD D-1
T.O. E LIGHT SENSOR
31'-4" AGL Q
3Y--8" AGL SENSOR
RAIDCENTER OF N 5G ANTENNA
(N) LUMINAIRE E-3
31'-7" AGL
T.O. E STEEL LIGHT POLE
30'-0" AGL
T.O. N STEEL LIGHT POLE
30'-0" AGL
maous
E LIGHT ARM
28'-8" AGL
(E) LUMINAIRE
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
E LIGHT ARM SUPPORT
SAN FRANCISCO, CA
26'-5" AGL
94108
T.O. N NOTICE SIGNAGE FACING STREETSIDE
DRAWN BY: APE
25'-2" AGL
CHECKED BY: BPM
APPROVED BY: LJB
REV
DATE
DESCRIPTION
0
04/02/20
100% CD
1
04/29/20
100% CD PLAN CHECK
2
09/09/20
100% CD PLAN CHECK
3
1 1 /02/20
100% CD PLAN CHECK
(E) LIGHT POLE TO BE REPLACED
'QRpF..SS QNlZ
(N) LIGHT POLE--
`-,
--
= s� Pq
* _ NO. C64533
T.O. E SIGN
(E) ROAD SIGN
T.O. E SIGN
(E) ROAD SIGN
•,.•�� -
OF CA\-\FO
9'-5" AGL
9'-5" AGL
" . . . . . "
T.O. N DISCONNECT
8'-9" AGL
3
4 5 8
T.O. E SIGN
7'-1 1"AGL
T.O. E SIGN
7-1 1"AGL
(N) SMART METER / DISCONNECT
w/ SHUTDOWN SIGNAGE E-3
D-1 D-1 D-1
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
7'-0" AGL
PORT HOLE LOCATION 1
FOR DISCONNECT p-2
CUPERTINO CUPEROII
(NEAR) 19450 STEVENS CREEK
BLVD STREET
CUPERTINO, CA 95014
(E) FOUNDATION
(N) FOUNDATION 4
D-2
EXISTING & PROPOSED
ELEVATIONS
EXISTING SURFACE
jdK EXISTING SURFACE
0'-0" AGL
0'-0" AGL
A-3
EXISTING ELEVATION
2
PROPOSED ELEVATION
1
1 /2"AL o.,
1 /2"ALo.,
U Y
m O
J =
U 0 LL
ZC~J0
w
LLJZ
Q
002
OrdLUL,O
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LEGEND'. � ELECTRICAL SERVICE CABINET
O# EXISTING LUMINAIRE UNDERGROUND ELECTRICAL SERVICE POINT
�# LUMINAIRE W/ CELLULAR EQUIPMENT POLE MOUNTED ELECTRICAL SERVICE POINT
MASTER PEU (MOUNTED TO POLE) OR 1j4
OP STREETLIGHT COMMUNICATION EQUIPMENT Z CITY SERVICE BOX
- GATEWAY (MOUNTED TO POLE)
# CIRCUIT NUMBER (HH) HAND -HOLE (NO PULL BOX)
• SPLICED CONNECTION PULLBOX (NO SPLICE)
70'
■ •
•
BUS SHELTER
LIGHTS CUT++
LL
STEVENS CREEK 2LJBLVD
110'
2# 8 60 -
_ ��1(9
Ln 240V
O
O
Cal
LUMINAIRES CONTROLLED BY INDIVIDUAL PHOTOCELLS.
* TYPICAL SERVICE FUSE SIZE OF 30A USED FOR CALCULATIONS°
+ WATTAGE FOR PROPOSED CELLULAR EQUIPMENT IS BASED ON UTILIZING TWO RADIOS RATED AT 40OW EACH.
++ BUS SHELTER STRUCTURE WAS MISSING. INCLUDED TYPICAL NEW SHELTER SIGNAGE (360W) FOR FUTURE PLACEMENT.
SERVICE POINT
CIRCUIT
BREAKER
POLE
CELLULAR
EXISTING
PROPOSED
AMPERAGE
VOLTAGE DROP
(FUSE)
EQUIPMENT
LOCATION
#
SIZE
ID
WATTAGE
LUMINAIRE
LUMINAIRE
EXISTING
PROPOSED
EXISTING
PROPOSED
BUS
360++
-
-
STEVENS CREEK Blvd
1
30AX-
SHELTER
2.7
4.5
Oo 53%
Oa88/
20204
800+
120W ID
20205
-
1 20W ID
-
CONSULTANT: WMH Corporation
55 S Market St, Suite1200
San Jose, CA 95113
APPLICANT: MOdUS, Inc.
240 Stockton Street, 3rd Floor
Francisco, CA 94108
Date: 5-21-2018
IMPROVEMENT PLANS FOR
M O D U S OMT POLES
POLE 20204
SF—CUPERTINO 011PROJECT
CUPERTINOCALIFORNIA
FOR CITY OF CUPERTINO USE
PROJECT # ___ -----
�51. 9SJ`San
CITY OF
CUPERTINO
Scale: NO SCALE
Designed: JEFFYAU
PUBLIC WORKS INSPECTOR: KEVIN REIDEN
VOICE MAIL: (408) 777-3104
SHEET A-4
Drawn: JEFFYAU
Checked: SHAWN VOGTIVAN
ENGINEER
NAME DATE
Proj. ISTEVE LOUPE
�
REVISIONS
DESIGN
BY
DESIGN
DATE
CITY
APPR.
APPR.File:
DATE
SFCUPERTIN0011(20204).dgn
DATE MARCH 2O15
NOT USED
SCALE
NTS
7"
WHITE NOTICE
BLUE BACKGROUND
WHITE BACKGROUND
BLACK SYMBOL
Transmitting Antenna(s)
Radio frequency fields beyond
this point MAY EMCEED the FCC
General Population exposure
o limit,
Obey all posted signs and BLACK LETTERING, TYP
site guidelines.
Call Verizon at 1-800-264-6620
PRIOR to working beyond this
point.
Site I D/ PSLC:
NOTES: erizonv
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.
ERICSSON STREETMACRO 6701
DIMENSIONS: 21.2" TALL x 8.1" WIDE x 5.1" DEEP
WEIGHT: 31.0± LBS
TOP VIEW
12 NOTICE SIGNAGE SN SLE 9 ERICSSON 6701
SHUTDOWN PROTOCOL
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.
NOTES:
1. SIGN PROVIDED BY GC MOUNTED TO
OUTSIDE OF DISCONNECT COVER
2. CONTRACTOR TO NOTE SITE ID/
MARKET ID/ SITE NAME / PSLC ID
1�
S 1"
SIDE VIEW
TESCO DISCONNECT BOX WITH CT AND METER SOCKET
(OR APPROVED EQUAL)
COLOR:
GRAY
DIMENSIONS:
20.5" TALL x 8.75" WIDE x 4.25" DEEP
TOTAL WEIGHT:
PHASE.:
4-WIRE
VOLTAGE:
120/240
AMPACITY:
60 MAX
n C;„
Lr
C,
A 7 S"
GALV STEEL Y
LIFT EYE
8.1"
CONCRETE COVER
CONCRETE PULLBOX
(SEE NOTE 1
N
N
10
0 0
3"
FRONT VIEW
KNOCKOUTS
AGG BASE
6°THICK
SCALE
6
PULLBOX
NTS
PG&E SMART
METER
EATON DISCONNECT
BOX DG222NRB
SIGNAGE PER
8/D-1
SIDE VIEW FRONT VIEW
CACACA
NOT USED SN SLE 1 1 SHUT -DOWN SIGN SN SLE 8 DISCONNECT SNTSLE 5
NOT USED
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
35,5�a a
BOLT DOWN
TYP. OF (2)
NON SKID SURFACE
(STANDARD)
3/8" X 3" HEX BOLT
(2 EACH END)
SCALE 110 NTS FIBER PULLBOX
0
LIFT PIN
TYP. OF (2)
2"X8" NAMEPLATE
RECESS
LIGHT POL
STEEL MOUN
BRACKET AN[
PLAT
DISCONNEC
STEEL MO
BRACKET f
P[
1 /2" STAIN
STEEL BA
DISCONN
1 /2" STAINLESS STEEL
BANDS
LIGHT PO
1 1 /2" STD
NIPPLE
FRONT VIEW
SCALE NTS 7 DISCONNECT MOUNTING
SIDE VIEW
1 /2" STAINLESS
STEEL BANDS
STEEL MOUNT
BRACKET AND
PLATE
1 /2" THREAD
SEALING
TAPE
F-JI
.TRAFFIC
RATED COVER
.3 GA.WELDED
WIRE FRAME
PULL BOX SCHEDULE
SeZE
D*
H'
W
N9
18"
11G"
17"
N16
18"
12,
22-
N30
18"
13"
24"
N36
24'
17
30"
N40
24'
24"
36"
N48
24
30"F
1 49"
N52
24'
30"
1 60"
BRASS SWING ' ALL DIMENSIONS ARE NOMINAL
BOLTS do
NUTS IN DIAGONAL
CORNERS
NOTES:
1. CHRISTY, JENSEN OR
APPROVED EQUAL. N9 SIZE
SHOWN, PULL BOX TO BE
APPROPRIATE SIZE FOR
NUMBER AND SIZE OF
CONDUITS ENTERING AND
EXITING.
2. ALL SPLICES WITH -IN THE
CONCRETE PULL BOX ARE
TO BE SEALED WITH AN
INSULATING AND
ENCAPSULATING
3. ALL CONDUIT WITH -IN THE
CONCRETE PULLBOX ARE TO
BODY BE SEALED WITH RTV DUCT
SEAL TO PREVENT WATER
ENTERING CONDUIT
SYSTEM.
ELEVATION VIEW
SCALE I NTS 4 ANTENNA SHROUD & SKIRT
SCALE
NTS
DIAMOND ENGINEERING
SERVICES
(OR APPROVED EQUAL)
PART #
V VS P360S-AM-00
\NTENNA,
DETAIL 6/D-1
CH AT LIGHT
1
=T METAL SKIRT
IT POLE
3
SCALE I1
NTS
verizonN/
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
IM
M 0 D U S
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108 J
DRAWN BY:
APE
CHECKED BY:
BPM
APPROVED BY:
LJB
REV
DATE
DESCRIPTION
0
04/02/20
100% CD
1
04/29/20
100% CD PLAN CHECK
2
09/09/20
100% CD PLAN CHECK
3
1 1 /02/20
100% CD PLAN CHECK
-L�j_ rr,_
* NO. C64533 *'-
CI VI L
� aF.
CA1-��0
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
CUPERTINO_CUPER01I
(NEAR) 19450 STEVENS CREEK
BLVD STREET
CUPERTINO, CA 95014
DETAILS
D-1
SIDEWALK: F
SUBGRADE SHALL BE COMPACTED TO AT LEAST 95% RELATIVE COMPACTION. 1
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 1
SPECIFICATIONS OR AS DIRECTED BY CITY ENGINEER. 1
14)
NO CONCRETE SHALL BE PLACED UNTIL THE CITY ENGINEER OR HIS AUTHORIZED 1
REPRESENTATIVE HAS INSPECTED AND APPROVED FORMS OF SUBGRADE.
15)
ALL EXPOSED EDGES SHALL BE ROUNDED WITH 1/2" RADIUS TOOL.
) 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 REPOR
(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.).
0) ANCHOR BOLT SIZE AND LENGTH AS INDICATED (TYP.).
1) 4' SECTION OF ANCHOR BOLT BENT AT 90° RIGHT ANGLE (TYP.).
2) STANDARDS TO BE SET AT 1'-9" TO CENTER FROM BACK OF CURB UNLESS SHOWN OTHERWISE.
16) ALL SURFACES SHALL BE BROOM FINISHED UNLESS OTHERWISE NOTED. DESIGN CRITERIA
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
DESIGN STANDARD: 2013 AASHTO-LTS6
WIND SPEED: 85 MPH
WIND EXPOSURE: C
SOIL LATERAL BEARING VALUE: 1500 PSF
DAYS AFTER INSTALLATION OF UTILITY. A MINIMUM OF 6" OF ASPHALT SHALL BE SPECIAL INSPECTION
REMOVED ALONG THE GUTTER LIP FOR THE INSTALLATION OF FORMS. FOR CURB AND FIELD WELDING
GUTTER INSTALLATIONS AC SHALL BE BROUGHT TO FINISH GRADE OF FORMS AND CONCRETE PIER COMPRESSION TESTS
TRANSITIONED AS REQUIRED BY THE CITY ENGINEER. • REINFORCING PLACEMENT
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 Y 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 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.
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
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 (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).
NOTE:
POLE PER PLAN
TOTAL ANCHOR
PROJECTION IS 2 5/8"
(N) CONCRETE TO MATCH
PLUS THE GROUT PAD THICKNESS
THICKNESS OF (E), 3 1/2"
(2) GALV HEX NUTS &
(E) CONCRETE TO NEAREST
(2) GALV FLAT
verizon)/
SCORE JOINT TO REMAIN
WASHERS PER BOLT
B
1" MAX. HIGH STRENGTH NON
Lu
SHRINK GROUT
000
n Z
RACO 1/2"-l"BRONZE
N w
GROUND CLAMP OR
N
EQUIVALENT, (4) TOTAL
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
U Q
3" MIN.
17
�'— —
(2) 1 1/2" DIA. CONDUIT
� U
CLR. TYP
1 1
Lo
a� /
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ANCHOR BOLTS PER
POLE SPEC, (4) TOTAL,
J
U I
_Ell I
SEE SHEET D-3
3 w
w
77
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-
ANCHOR PLATE PER POLE
SPEC, SEE SHEET D-3
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MU
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MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
3" MIN.
CLR.TYP
SAN FR CA
2'-6" DIA.
NOT USED
3
94C018CO3
A. NEW DRILLED PIER SECTION
DRAWN BY: APE
CHECKED BY: BPM
APPROVED BY: LJB
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
3" MIN.
CLR.TYF
B. PLAN VIEW
BASE PLATE
C. PLAN VIEW
PIER
450
1
D D
f7
D. HOOK AND BENDS
90° 135°
r\ D
D b6
t�
E. STIRRUP & TIES
7 FOUNDATION DETAIL
POLE PER PLAN
HAND HOLE COVER
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.
4d
1800
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
PORT TYPE
A
(PIPE)
C
D
DISCONNECT
2"±
1-1/2"
1 1/2"
3/4"
TAPERED STEEL
LIGHT POLE
1/16" CHAMFER
MIN I.S. & O.S.
3/16
TYP
U o A
SCHED. 40 STD PIPE
NOTE:
COLD SPRAY GALVANIZE AFTER WELDING
4 CABLE ACCESS AT PORT
ELEVATION
2
TAPERED STEEL
LIGHT POLE
CUT HOLE TO 1/16"
LARGER THAN NOMINAL
PIPE DIA., TYP.
DISCONNECT:
1-1/2" SCHEDULE
40 STEEL PIPE
SCALE
NTS
REV
DATE
DESCRIPTION
0
04/02/20
100% CD
1
04/29/20
100% CD PLAN CHECK
2
09/09/20
100% CD PLAN CHECK
3
1 1 /02/20
100% CD PLAN CHECK
'QROF ESS /o.
CD
Ln
* NO. C64533
CIVIL��� =
F of CA\_\ o
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
CUPERTINO_CUPER01I
(NEAR) 19450 STEVENS CREEK
BLVD STREET
CUPERTINO, CA 95014
DETAILS
D-2
11Lk' ❑ETAIL 2
DETAIL 1 "R"
34' -3"
NOMINAL
6,25" LUMINAIRE
VSEE MOUNTING
DETAIL 4 LUMINAIRE HEIGHT
DETAIL 3 ARM DATA
SEE POLE
DATA
DESIGN CRITERIA:
AASHTO 2013
DETAIL 5
WIN❑ VELOCITY:
DETAIL 6 100 MPH
❑ETAIL 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
A500 GR. B OR C
36
SPEC: F-544
ANCHOR BOLTS
F1554 GR.55
55
HARDWARE: COATING
HOT DTP 7INC
--
REMOVABLE POLE CAP
DETAIL I 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"
5.75JX
5.00"
2
7.63"
0.250"
(3) -0.6
THICK
1.75" HEX
GALVANIZING
25
GUSSETS
CAP SCREWS
DRAIN HOLE
00.38"
0.750"
-'--T�
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
OIA
❑IA
LENGTH
OR
„
„S
CIRCLE
„M
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DIA.
LENGTH
LENGTH
w1
W2
W3
W4
BASE
OR
SPAN
HEIGHT
.
(IN)
.
(IN)
(FT)
THK .
(IN)
,� ��
Y
(IN)
(IN)
(IN)
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(IN)
(IN)
(IN)
(IN)
(IN)
DIA .
THK .
L
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(IN)
(IN)
(IN)
(IN)
(FT)
(FT)
7
8.00
3.80
30.00
7
11.50
11.00
1.00
1.38 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
IAT7
04/19/18
B
DJ7
03/07/18
A
DJ7
03/06/18
DJ7
03/01/18
REV
DRAWN BY -DATE
POLE SPECS
DJ7 04/19/18
RMVD POLE TOP CONN.SMAST/UPD FOR RECORD
SOLD TO: VERIZON WIRELESS
DJ7 03/07/18
UPD RADOME HEIGHT TO 5'-5"/ADDED RADOME CAP
SHIP TO: SF CUPERTINO CUPER001
DJ7 03/06/18
ADDED POLE AND POLE TOP ASSEMBLY
P.D. #: NNCA323040
DJ7 03/01/18
- - - - - - - - - - - - - - -
AGENT: EPIC MARKETING CO, INC.
CHECK BY -DATE
DESCRIPTION
POLE TUBE WALL
COVER ATTACHMENT
LUG - 7 GA. X 1"
H.R.M.S. BAR
7 GA.
RIM.
""NDHOLE COVER
GA, H,R.M.S.
0.25"X3" PAN
HEAD MACHINE
SCREW
0.50" MIN.
1.50"
DETAIL 4 1 311x5" HANDHOLE `
7.
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"0 HOLE
0 .280
L POLE SHAFT WALL
HANDHOLE RIM FORMED FROM
PIPE SIZE TUBING,
DETAIL 5 HANDHOLE
ALL ANGLES MEASURED
CLOCKWISE FROM HAND
HOLE AS VIEWED FROM
SMALL END OF POLE
e3X5 HANDHOLE
`�OB ODAS STREET LIGHT PROJECT
CUPERTINO, CALIFORNIA
TITLE SMALL CELL STRUCTURES
ANCHOR BOLT
2700
0 O
O
0
900
450--
gLUMINAIRE ARM
HOLE LCLLOWER HANDHOLE
RADIAL INDEX
VALMONT INDUSTRIES, INC. RESERVES
THE RIGHT TO INSTALL VARIOUS,
ENGINEER APPROVED, MATERIAL HANGING
ACCOMMODATIONS TO FACILITATE THE
MANUFACTURING PROCESS.
M.
I,
Y 11 r
I S il
POLE BASE /
❑IA. +0.06"
1.50" RADIUS Z
DETAIL 67 POLE BASE
DI A. II
(4) -ANCHOR BOLTS WITH (4)
HEX NUTS AND (4) WASHERS THREAD
PER BOLT WITH THREADED END LENGTH
LENGTH
GALVANIZED AT LEAST 12.00"
ANCHOR PLATE
DETAIL 7 ANCHOR BOLT
W3 W1 �0.500"
w2_
r
W4 W1 W2 II
Ii i1
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 INFLUENCED 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 DR RESONANCE ASSOCIATE❑ WITH
MOVEMENT OF AIR CURRENTS AROUND THE PRODUCT.
VIBRATION DISCLAIMER
Valley,NE 68064
i402) 359-2201
ORDER NUMBER: 377953-P1
PAGE NUMBER: 1 OF 2
DRAWING NUMBER TEV
CA377953P
verizon,
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
DRAWN BY:
APE
CHECKED BY:
BPM
APPROVED BY:
LJB
REV
DATE
DESCRIPTION
0
04/02/20
100% CID
1
04/29/20
100% CD PLAN CHECK
2
09/09/20
1000 CD PLAN CHECK
3
1 1 /02/20
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
CUPERTINO-CUPER01I
(NEAR) 19450 STEVENS CREEK
BLVD STREET
CUPERTINO, CA 95014
POLE SPECS
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EXISTING STREET TRENCH RESTORATION'r
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VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
m0DUS
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
DRAWN BY:
APE
CHECKED BY:
BPM
APPROVED BY:
LJB
REV
DATE
DESCRIPTION
0
04/02/20
100% CD
1
04/29/20
100% CD PLAN CHECK
2
09/09/20
100% CD PLAN CHECK
3
1 1 /02/20
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
CUPERTINO_CUPER01I
(NEAR) 19450 STEVENS CREEK
BLVD STREET
CUPERTINO, CA 95014
CITY STANDARD DETAILS
D-4
1
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.
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.
GENERAL ABBREVIATIONS
A
AMPERE
MFR
MANUFACTURER
ACCA
ANTENNA CABLE COVER
MIN
MINIMUM
ASSEMBLY
MLO
MAIN LUGS ONLY
AIC
AMPERE INTERRUPTING
MTD
MOUNTED
CAPACITY
MTG
MOUNTING
APPROX
APPROXIMATELY
MTS
MANUAL TRANSFER SWITCH
AT
AMPERE TRIP
N
NEUTRAL
AWG
AMERICAN WIRE GAGE
(N)
NEW
BATT
BATTERY
NEMA
NATIONAL ELECTRICAL
BD
BOARD
MANUFACTURERS ASSOC.
BR
BRANCH
OH
OVERHEAD
BRKR
BREAKER
P
POLE
BTCW
BARE TINNED COPPER WIRE
PCs
PERSONAL
BTS
BASE TRANSMISSION SYSTEM
COMMUNICATION SYSTEM
C
CONDUIT
PH
PHASE
CAB
CABINET
PNLBD
PANELBOARD
CB
CIRCUIT BREAKER
PPC
POWER PROTECTION CABINET
CKT
CIRCUIT
PRC
PRIMARY RADIO CABINET
CONT
CONTINUOUS
PRI
PRIMARY
DEM
DEMAND
PWR
POWER
(E)
EXISTING
RCPT
RECEPTACLE
EGR
EMERGENCY GEN. RECEPTACLE
RGS
RIGID GALVANIZED STEEL
ELEC
ELECTRICAL
SAF
SAFETY
EMT
ELECTRICAL METALLIC TUBING
SDBC
SOFT DRAWN BARE COPPER
ENCL
ENCLOSURE
SEC
SECONDARY
EXIST
EXISTING
S.N.
SOLID NEUTRAL
FAC
FACTOR
SURF
SURFACE
F/A
FIRE ALARM
SW
SWITCH
FLUOR
FLUORESCENT
TEL
TELEPHONE
FT
FOOT/FEET
TYP
TYPICAL
FU
FUSE
U/G
UNDERGROUND
G
GROUND
U.L.
UNDERWRITER'S LABORATORY
GEN
GENERATOR
INC.
GFCI
GROUND FAULT CIRCUIT
U.N.O.
UNLESS NOTED OTHERWISE
INTERRUPTER
V
VOLT
GND
GROUNDING
VAC
VOLT ALTERNATING CURRENT
GPS
GLOBAL POSITIONING SYSTEM
W
WATT OR WIRE
GR
GROWTH
W/
WITH
HDBC
HARD DRAWN COPPER WIRE
W/O
WITHOUT
HPS
HIGH PRESSURE SODIUM
XFER
TRANSFER
LG
LENGTH
XFMR
TRANSFORMER
LPS
LOW PRESSURE SODIUM
XLPE
CROSS-LINK POLYETHYLENE
MAX
MAXIMUM
MECH
MECHANICAL
ELECTRICAL LEGEND
OHT/OHP OVERHEAD TELEPHONE/OVERHEAD POWER
OHT OVERHEAD TELEPHONE LINE
OHP OVERHEAD POWER LINE
E POWER RUN
T TELCO RUN
E/T POWER/TELCO RUN
G GROUND LINE
—a= FUSE, SIZE AND TYPE AS INDICATED.
LIGHTING FIXTURE
5/8" X 10'-0" ,CU. GND ROD 24" MIN. BELOW GRADE.
MECHANICAL CONNECTION
fL CIRCUIT BREAKER
verizonNI
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
r lq
MODUS
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
DRAWN BY:
APE
CHECKED BY:
BPM
APPROVED BY:
LJB
REV
DATE
DESCRIPTION
0
04/02/20
100% CD
1
04/29/20
100% CD PLAN CHECK
2
09/09/20
100% CD PLAN CHECK
3
1 1 /02/20
100% CD PLAN CHECK
'QROFESS/oNv'
[� =_j us rn
t� Pq
* NO. C64533
CIVIL� =
F 'F. CA��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
CUPERTINO_CUPER01I
(NEAR) 19450 STEVENS CREEK
BLVD STREET
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
o-
CITY SERVICE
CONDUCTORS TO
SERVICE POINT
(N) WATERPRO�,
CONNECTION
STREET LIGHT SINGLE LINE DIAGRAM
FUTURE FIBER AND
CONDUIT UNDER
SEPARATE PERMIT
FIBER FIB
FIBER/COAX DIAGRAM
(N) 2 #10 WIRES
(N) 10A 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
FUSE & FUSE HOLDER, SIZE AND TYPE AS INDICATED.
GROUND ROD
(N) STREET LIGHT l0A FUSE AT MID -POINT
OF 48" CONDUCTOR SLACK IN PULLBOX
(N) STREET LIGHT CONDUCTORS
2#8
6701 6701
FIBER
r"
mOw
,gym
(N) (1) FIBER JUMPERS TO
FEED EACH ANTENNA/RADIO
rnII
Em
U_
m
,gym
U_
�IfBiR �I kl R �IkBff�IkB fR
(N) CONDUCTORS G
(N) EQUIPMENT
L—�
E
LUMINAIRE
(N) STREET LIGHT CONDUCTORS
2#8
3
2
Carrier ground wire and ground rod to
be labeled if placed in City's electrical
box.
3
E-3 (N) 68A SMART METER
E-3 2 (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
(E) CITY SERVICE POINT
SEE CIRCUIT DIAGRAM
E
CITY SERVICE CONDUCTORS
NOTE:
CONDUIT FILL CALCULATIONS
REQUIRED 1.5" 0 CONDUIT CONTACT
ENGINEER IF SMALLER
ELECTRICAL AND GROUNDING DIAGRAM
(N) l0A FUSE
D-1 6 SG ANTENNA
I
I
I
I
I
I
------------
� I I
I E I I
I
LUMINAIRE
(N) STREET LIGHT CONDUCTORS
w� 2# 10 & 1 #8 GND
(N) (4) #14 WIRES
(N) (2) GROUND #14 WIRES
(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
(2) #10 TO STREET LIGHT CONDUCTORS
(N) #8 GND STREET LIGHT
E E E
E E E
G G G
(N) #8 CARRIER GROUND TO BE
BONDED TO GROUND ROD IN STREET
LIGHT PULL BOX
STREET LIGHT PULL BOX
(N) 5/8"DIA.x10' GROUND ROD
PER N.E.C. ARTICLE 250
verizonN/
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
F 1q
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
04/02/20
100% CD
1
04/29/20
100% CD PLAN CHECK
2
09/09/20
100% CD PLAN CHECK
3
1 1 /02/20
100% CD PLAN CHECK
'QRpF.. SS .
Ln
LIJ Pq
* NO. C64533 *
CIVIL7' =
F of ��L,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
CUPERTINO_CUPEROII
(NEAR) 19450 STEVENS CREEK
BLVD STREET
CUPERTINO, CA 95014
ELECTRICAL SINGLE -LINE
AND GROUNDING DIAGRAM
E-2
Conduit Fill Calculation - 1.5" PVC with MaxCell 2-cell
Conduit Inside Diameter (I.D.): 1.5 in-
(N) 68A PG&E TRANSFORMER
RATED SMARTPOLE METER
verizonN/
(FURNISHED & INSTALLED BY PG&E)
Total Inside Area, (rL/4)D' (r�j4jj1,5}` - 1.77 in!
Allowable fill at 40% (Per CEC)- (1.77)x0.4 = 0.71 in!
A A
1.S" PVC Calculated Fil I:
Size Area in.� Total Areatin.21
VERIZON WIRELESS
Fiber": 12F 0.0544 4 0.2176
2785 MITCHELL DRIVE, SUITE 9
Power: #10 0.0243 Z 0.0486
ELEVATION
WALNUT CREEK, CA
94598
Ground: 48 Oro437 1 D.043
3.06"�
Streetlight Power". #8 0.0437 2 0.0874
NICKLE PLATED
BRASS PIN
WHITE COLOR o O o
Streetlight Ground: #8 0.0437 2 0-0874
X COPPER COLOR
0
W Y O
0
PLUNGER SWITCH z
Total: 0.4847
° ° BRASS PIN
BRASS PIN NICKLE PLATED
Total calculated fill is less than 40%a11owable
COPPER COLOR WHITE COLOR
m0DUS
All power anc ground conductors Type THVv
"WORST CASE SIZE OR QUANTITY SHOWN CONSERVATIVELY, SEE PLANS FOR ACTUAL SIZE f QUANTITY REQUIRE
PLAN
4-PIN SOCKET
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
NOT USED
12
NOT USED
9
CONDUIT FILL
6
SMART METER
3
94108
DRAWN BY: APE
CHECKED BY: BPM
APPROVED BY: LJB
REV
DATE
DESCRIPTION
0
04/02/20
100% CD
1
04/29/20
100% CD PLAN CHECK
09/09/20
100% CD PLAN CHECK
x 7 w
1 h�r�c car'�cro� vhl METER2
3
1 1 /02/20
100% CD PLAN CHECK
COVIEr i M 'A SOC-Er 1111BeEit ii9�4-5
x Y w 1
?f { Ll BWfkj
[S
-- SYrrI+L Ersr loslYre NML-XfUl wA Yf FJN) C4r0fxtx$ (<l }
trc Rm ti E7Kkm"to to{AIY ected
to Lrie dKVbrdbeCI iWOO 04 YN141X
O
f
} Cr IM5A
t
LC+f3 Ih9L1E 9u���CLJf
ft to INA)
ESS /0,
NOT USED
11
NOT USED
8
NOT USED
5
RECEPTACLE WIRING DIAGRAM
2
�RpE
q
_ MES
RSW Series
= = j = r
ibW'" LELI Skr.Y1 LurrenaLre - �msli
- W : - -
•�+*4+� r..
BUSSMANN HEX SERIES OR
_ N0. C64533
* *'
FMCr..'wws-_. L:.jtr .w_•I..n.l.y...ul..a n.�w nrL....a -
munrp.YM1.. uFM1t la.ir..iae nl.l.Imr1..5YJM1 IhR Ik.Lw.hrLrll.La-nrlgM1raLwr.n CC1, 11r 11%Y1�+- , l-.
•.,..+I.iL...s wpm.iTl.w...Ir.c.m,..,,nlm�nrwil�,ed.nl M.....aMg"..Iw mtir.. �!
IeaCeLtwlmprored ur•dl �IWr.Ynnla.�as�nt �en�r. rtte FiAY Sera ProrlieY x.nn. •�vYnp derh
.LT rry..y.,"XI"rL�y ahrr..aLrs 4eN reenenlr. Ye.ee.
Ap,Ikrelalll: rWetlYrry IBWiLedeLur
APPROVED EQUAL
0
4,,,OF
- ��q CIVIL. ..
. . . . . .
� M O�
CAt1`
hrferLnncr Summary
�,� vs �..wr..lYYf lecnr.Io¢F xHM1.,•PrNlYarll
Mn. M..i, Lnrnd.n
Y�q.rri}.a „� LI,. u.SJL. We 45. rw �mpertN wYrh 3AY _ _
C*lr.r71 M CAI
BOLT GRND. 2 BOLT PARALLEL CROSS RUN UNIVERSAL PIPE
w-71
CAI :emTora uannK+molcseri.00r�lu7mK,vlooLL.moeK;+mrxl efe -
ROD CLAMP SPLICER CLAMP CLAMPS
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS
CC7, l77011 SG06rL. a000rf.500011
I
1 1 /2"
75/1.25
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
umraLlw.n.L19•��oyrarY
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
9r
xa�ua.iM � 19LIMM
Nae�_uuYY
Yl`Y�laf car.rY .r.ua a.a �nM
_ E _
��L,•� ..rom.,r-,
FUSE PER PLAN, TYP.
C U P E RTI N O_C U P E R011
OOLlq Lah.{LW..
��
2 HOLE LUG CAST "T" SPLICER 1 BOLT PARALLEL
CONDUCTORS, TYP.
CLAMP
(NEAR) 19450 STEVENS CREEK
,.•
W IV 11lIM
B LV D STREET
Drd.rir.y InloraaWldan
.. �.F4 H}Y'. A Hi UHF JL ilYY JL L• "
3ME 5L �0> 7. v� .1 x?
CUPERTINO, CA 95014
rrL..rL rr.rrr e.YL ,,, ._ ,_Y,. L,YYI.LLMWY.M(YlaYr o, .
BUSSMANN HEX SERIES
x a I" �,�,;.,YLYa• owrcuYrrara�arrY
I-1 - 17"11 HI.1 13HL. !l7CKW4, u�x4.J1 rq Tf".. .Y,w- MY"wou 6Y i0. Ql.0 6f
IN -LANE FUSE HOLDER
� Y.IL• x AIR a�rrn...�..q�L,crw od.narry.i�_n
S mn��.w�n 7mr. m.Yi YIGi Li Y1yI1TY mMp9am .Ie.eL.l1pM� G [1y]YI_MIrIVOV LIN Y.IMa4a1YY-nYinne11l�lj YFY lWY dAY%FrY-w -FI"W .
0.... Ii
0
aY4 �Irlml.l aMlYYYII»La .YI.1. LrAm iVm..4NF*
YYnRwun Ir - NnW n�m-irwrrL
»P*,,
�►
ELECTRICAL DETAILS
Y�ceLrr Y marl/IrF.Y. mt
Yn_wWr
_...._
o
•,Lrr.nYrLryattrLaaui--ser..r
1 BOLT PARALLEL
"U" BOLT UNIVERSAL PIPE CLAMPS
REE
PIPE CLAMP CLAMP 50H2
E-3
NOT USED
10
LUMINAIRE SPECS
7
FUSE HOLDER
4
MECHANICAL CONNECTION
1
Encroachment Agreement - 19444 Stevens
Creek Blvd. - CUPER 011
Final Audit Report
Created: 2020-12-07
By: Araceli Alejandre (aracelia@cupertino.org)
Status: Signed
Transaction ID: CBJCHBCAABAAglfimURdkg1Hgp6UhtzW5yABCdlGfA8a
2020-12-09
"Encroachment Agreement - 19444 Stevens Creek Blvd. - CUPE
R 011" History
Document created by Araceli Alejandre (aracelia@cupertino.org)
2020-12-07 - 5:52:43 PM GMT- IP address: 73.170.27.253
Document emailed to Heather M. Minner (minner@smwlaw.com) for signature
2020-12-07 - 5:55:10 PM GMT
Email viewed by Heather M. Minner (minner@smwlaw.com)
2020-12-08 - 11:18:39 PM GMT- IP address: 104.143.198.179
&0 Document e-signed by Heather M. Minner (minner@smwlaw.com)
Signature Date: 2020-12-08 - 11:19:18 PM GMT - Time Source: server- IP address: 52.39.49.65
Icy Document emailed to Chad Mosley (chadm@cupertino.org) for signature
2020-12-08 - 11:19:20 PM GMT
Email viewed by Chad Mosley (chadm@cupertino.org)
2020-12-09 - 0:09:12 AM GMT- IP address: 104.47.44.254
Document e-signed by Chad Mosley (chadm@cupertino.org)
Signature Date: 2020-12-09 - 0:09:33 AM GMT - Time Source: server- IP address: 67.164.60.110
Document emailed to Kirsten Squarcia (kirstens@cupertino.org) for signature
2020-12-09 - 0:09:36 AM GMT
Email viewed by Kirsten Squarcia (kirstens@cupertino.org)
2020-12-09 - 1:11:05 AM GMT- IP address: 104.47.44.254
&0 Document e-signed by Kirsten Squarcia (kirstens@cupertino.org)
Signature Date: 2020-12-09 - 1:11:25 AM GMT - Time Source: server- IP address: 69.110.137.176
i
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c�rerrrinv
Agreement completed.
2020-12-09 - 1:11:25 AM GMT
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