21-102 Encroachment Agreement, GTE Mobilnet of California Limited Partnership, dba Verizon Wireless, R.O.W, near 21055 Lauretta DriveThis Encroachment Agreement (“Encroachment Agreement”), made as of the last date signed
below (“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 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
CA_SJ_CUPERTINO_318
(NEAR) 21055 LAURETTA DR
ENCROACHMENT AGREEMENT
545475DocuSign Envelope ID: 0191F786-7273-498E-9298-A882149BC086DocuSign Envelope ID: AD4DAD06-1539-4E9D-9345-A186446DEE71
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.
8.Miscellaneous. N/A
[Signature page follows]
DocuSign Envelope ID: 0191F786-7273-498E-9298-A882149BC086DocuSign Envelope ID: AD4DAD06-1539-4E9D-9345-A186446DEE71
EXECUTED to be effective as of the last date shown below.
LICENSOR:
City of Cupertino, a political subdivision
of the State of California
By: ___________________________
Name: _________________________
Title: __________________________
Date: ___________________________
ATTEST:
Date: ___________________________
APPROVED AS TO FORM CITY
ATTORNEY’S OFFICE
BY: __________________________
Print Name: _____________________
Date: __________________________
City Attorney
LICENSEE:
GTE MOBILNET OF CALIFORNIA
LIMITED PARTNERSHIP, D/B/A
VERIZON WIRELESS
by Cellco Partnership, its
General Partner
By:
Date: ______________________________
Name: Alba Barber
Title: Senior Real Estate Manager
Exhibits:
Attachment 1
, Clerk
DocuSign Envelope ID: 0191F786-7273-498E-9298-A882149BC086DocuSign Envelope ID: AD4DAD06-1539-4E9D-9345-A186446DEE71
May 24, 2021
Heather Minner
May 27, 2021
City Engineer
Jun 9, 2021
Chad Mosley
Jun 9, 2021
Attachment 1
Licensed Area
See attached.
DocuSign Envelope ID: 0191F786-7273-498E-9298-A882149BC086DocuSign Envelope ID: AD4DAD06-1539-4E9D-9345-A186446DEE71
T-1
TITLE SHEET
DRAWN BY:
CHECKED BY:BPM
APE
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
0 08/12/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
CA_SJ_CUPERTINO_318
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
(NEAR) 21055 LAURETTA DR
CUPERTINO, CA 95014
1 12/14/20 100% CD PLAN CHECK
SITE INFORMATION
SITE ADDRESS:
OWNER:
APPLICANT:
LATITUDE:
LONGITUDE:
COUNTY:
ASSESSORS PARCEL NUMBER:
ZONING:
ELEVATION:
CITY OF CUPERTINO
10300 TORRE AVE
CUPERTINO, CA 95014
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA 94598
37° 19' 40.19" N NAD83
122° 2' 29.52" W NAD83
SANTA CLARA
PUBLIC RIGHT OF WAY
NEAR 326-55-006
CITY OF CUPERTINO
260.27' AMSL
VICINITY MAPPOLE PHOTO
N
DRAWING INDEX
T-1
SHEET NO.
TITLE SHEET
T-2 GENERAL NOTES
A-1 SITE PLAN & ENLARGED SITE PLAN
A-2
A-4
ELEVATIONS
CIRCUIT DIAGRAM
D-1 DETAILS
CODE COMPLIANCE
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT
EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING
IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES.
·2019 CALIFORNIA CODE
·2019 CALIFORNIA BUILDING CODE (CBC), BASED ON THE 2018 IBC
·2019 CALIFORNIA RESIDENTIAL CODE (CRC), BASED ON THE 2018 IRC
·2019 CALIFORNIA ELECTRICAL CODE (CEC), BASED ON THE 2017 NEC
·2019 CALIFORNIA MECHANICAL CODE (CMC), BASED ON THE 2018 UMC
·2019 CALIFORNIA PLUMBING CODE (CPC), BASED ON THE 2018 UPC
·2019 CALIFORNIA GREEN BUILDINGS STANDARDS CODE (CALGREEN)
·2019 CALIFORNIA FIRE CODES WITH ALL LOCAL AMENDMENTS
·ANY LOCAL BUILDING CODE AMENDMENTS TO THE ABOVE
·CITY / COUNTY ORDINANCES
SHEET TITLE
E-1 ELECTRICAL GENERAL NOTES
E-2 ONE-LINE DIAGRAM & GROUNDING SCHEMATIC
E-3 ELECTRICAL DETAILS
ACCESSIBILITY REQUIREMENTS FOR PERSONS WITH DISABILITIES:
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. ACCESSIBILITY IS
NOT REQUIRED IN ACCORDANCE WITH CALIFORNIA ADMINISTRATIVE STATE
CODE PART 2, TITLE 24, CHAPTER 11B, SECTION 1103B.
21055 LAURETTA DRIVE
SURVEY
PROJECT TEAM PROJECT DESCRIPTION
D-2 DETAILS
THE UTILITIES SHOWN HEREIN ARE FOR THE CONTRACTORS CONVENIENCE
ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE
ENGINEER/SURVEYOR ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS
SHOWN AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
ALL THE UTILITIES WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO
THE (E) UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY
OF THE CONTRACTOR.
CALL 811 BEFORE YOU DIG
IT'S THE LAW
MODUS PROJECT MANAGER:
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA 94108
PHONE: (415) 989.1102
EMAIL: VERIZONPOLYGONTEAM@MODUS-CORP.COM
CONSTRUCTION/IMPLEMENTATION MANAGER:
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA 94108
PHONE: (415) 989.1102
EMAIL: VERIZONPOLYGONTEAM@MODUS-CORP.COM
A&E PROJECT MANAGER:
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA 94108
PHONE: (415) 989.1102
EMAIL: VERIZONPOLYGONTEAM@MODUS-CORP.COM
APPLICANT:
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA 94598
CONTACT: CHRIS MOLLER
PHONE: (925) 339.2778
EMAIL: CHRIS.MOLLER@VERIZONWIRELESS.COM
LAND USE PLANNER:
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA 94108
PHONE: (415) 989.1102
EMAIL: VERIZONPOLYGONTEAM@MODUS-CORP.COM
SITE ACQUISITION:
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA 94108
PHONE: (415) 989.1102
EMAIL: VERIZONPOLYGONTEAM@MODUS-CORP.COM
SITE
C-1
A-3 ELEVATIONS
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
D-3 POLE SPECS
(NEAR) 21055 LAURETTA DR
CUPERTINO, CA 95014
(NEAR) 21055 LAURETTA DR
CUPERTINO, CA 95014
CA_SJ_CUPERTINO_318
SITE ID:
SITE TYPE:
POLE #:
CX PROJECT ID:
COUNTY:
PSLC:
CA_SJ_CUPERTINO_318
LIGHT POLE
20281
20191962655
SANTA CLARA
545475
D-4 CITY STANDARD DETAILS
N. Stelling Rd
DocuSign Envelope ID: 0191F786-7273-498E-9298-A882149BC086DocuSign Envelope ID: AD4DAD06-1539-4E9D-9345-A186446DEE71
DRAWN BY:
CHECKED BY:BPM
APE
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
0 08/12/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
CA_SJ_CUPERTINO_318
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
(NEAR) 21055 LAURETTA DR
CUPERTINO, CA 95014
1 12/14/20 100% CD PLAN CHECK
T-2
GENERAL NOTES
GENERAL CONSTRUCTION NOTES APPLICABLE CODES, REGULATIONS AND STANDARDS:
GENERAL TRENCHING NOTES
1. MAINTAIN 24" MINIMUM COVER FOR ALL ELECTRICAL CONDUITS, U.O.N.
2. MAINTAIN 30" MINIMUM COVER FOR ALL TELECOMMUNICATIONS CONDUITS.
3. MINIMUM 1" SAND SHADING BELOW CONDUITS, AND 6" COVERING ON TOP OF
CONDUITS REQUIRED.
4. REFER TO SHEET E-1 FOR ADDITIONAL REQUIREMENTS
GENERAL GROUNDING NOTES
1. GROUNDING SHALL BE TESTED AT 5 OHMS OR LESS.
2. WOOD MOLDING, STAPLED EVERY 3'-0" AND AT EACH END.
GENERAL CONDUIT NOTES
1. ALL CONDUITS WILL BE MANDRELED AND EQUIPPED WITH 3/8" PULL ROPE.
2. SCHEDULE 40 CONDUIT FOR UNDERGROUND USE.
3. SCHEDULE 80 CONDUIT FOR RISER USE AND ELSEWHERE AS NOTES. TRANSITION
FROM SCHEDULE 40 PVC OR RIGID STEEL CONDUIT TO SCHEDULE 80 USING
APPROVED FITTINGS DESIGNED TO PROVIDE A SMOOTH INTERIOR WALL
TRANSITION TO THE REDUCED INTERIOR DIAMETER OF SCHEDULE 80. ADJUST
CONDUIT SIZE IF NECESSARY TO MAINTAIN THE INTERIOR AREA REQUIRED FOR
THE WIRING SPECIFIED.
4. GALVANIZED STEEL CONDUIT FOR ANY CONDUIT UNDER 3", STUB UP 10" THEN
CONVERT TO SCHEDULE 80.
5. CONTRACTOR TO STUB UP POLE 10" w/ 3" POWER CONDUIT. POWER COMPANY
TO CONVERT FROM 3" STUB SCHEDULE 80 TO 2" SCHEDULE 80 FROM TOP OF
STUB UP.
6. ZRC COLD GALVANIZING COMPOUND OR EQUIVALENT IS REQUIRED ON
EXPOSED THREADS IN RIGID STEEL CONDUIT AND THE CUT ENDS OF SUPPORT
STRUTS, ETC. TO PREVENT RUSTING.
TYPICAL R.O.W. POLE CONSTRUCTION NOTES
1. CABLE NOT TO IMPEDE 15" CLEAR SPACE OFF POLE FACE.
2. ALL CLIMB STEPS NEXT TO CONDUIT SHALL HAVE EXTENDED STEPS.
3. NO BOLT THREADS TO PROTRUDE MORE THAN 1-1/2"
4. ALL HOLES IN POLE LEFT FROM REARRANGEMENT OF CLIMB STEPS TO BE FILLED.
5. 90° SHORT SWEEPS UNDER ANTENNA ARM, ALL CABLES MUST TRANSITION ON
THE INSIDE OR BOTTOM OF THE ARM (NO CABLE ON TOP OF ARM).
6. USE 90° CONNECTOR AT CABLE CONNECTION FOR OMNI DOWN ANTENNAS.
7. USE CABLE CLAMPS TO SECURE CABLE TO ARMS, PLACE 2" CABLE I.D. TAGS
ON BOTH SIDES OF ARMS.
8. USE 1/2" DIA. CABLE ON ANTENNAS UNLESS OTHERWISE SPECIFIED.
9. PLACE GPS ON ARM OF SOUTHERN SKY EXPOSURE AT MINIMUM 6" FROM
TRANSMIT ANTENNA WHICH IS 24" AWAY FROM CENTER OF POLE.
10. FILL VOID AROUND CABLES AT CONDUIT OPENING WITH FOAM SEALANT TO
PREVENT WATER INTRUSION.
W
ALTERNATE
COLUMN
L
CONTRACTOR REQUIREMENTS
DO NOT SCALE OFF DRAWINGS
CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON
THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY
DISCREPANCIES BEFORE PROCEEDING WITH THE WORK
GENERAL NOTES
1. PLANS ARE INTENDED TO BE DIAGRAMMATIC ONLY, UNLESS NOTED OTHERWISE.
THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT,
APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS
INDICATED ON THE DRAWINGS.
2. THE CONTRACTOR SHALL OBTAIN, IN WRITING, AUTHORIZATION TO PROCEED
BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY
THE CONTRACT DOCUMENTS.
3. CONTRACTOR SHALL CONTACT USA (UNDERGROUND SERVICE ALERT) AT (800)
227-2600, FOR UTILITY LOCATIONS, 2 WORKING DAYS BEFORE PROCEEDING
WITH ANY EXCAVATION, SITE WORK OR CONSTRUCTION.
4. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS
SPECIFICALLY INDICATED OTHERWISE, OR WHERE LOCAL CODES OR
REGULATIONS TAKE PRECEDENCE.
5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CBC'S
REQUIREMENTS REGARDING EARTHQUAKE RESISTANCE, FOR, BUT NOT LIMITED
TO, PIPING, LIGHT FIXTURES, CEILING GRID, INTERIOR PARTITIONS, AND
MECHANICAL EQUIPMENT. ALL WORK MUST COMPLY WITH LOCAL EARTHQUAKE
CODES AND REGULATIONS.
6. REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF
SURVEY DRAWINGS, SHALL NOT BE USED TO IDENTIFY OR ESTABLISH BEARING OF
TRUE NORTH AT THE SITE. THE CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF
SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR THE
ESTABLISHMENT OF TRUE NORTH, AND SHALL NOTIFY THE ARCHITECT / ENGINEER
PRIOR TO PROCEEDING WITH THE WORK IF ANY DISCREPANCY IS FOUND
BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE
NORTH ORIENTATION AS DEPICTED ON THE CIVIL SURVEY. THE CONTRACTOR
SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ARCHITECT /
ENGINEER.
7. THE BUILDING DEPARTMENT ISSUING THE PERMITS SHALL BE NOTIFIED AT LEAST
TWO WORKING DAYS PRIOR TO THE COMMENCEMENT OF WORK, OR AS
OTHERWISE STIPULATED BY THE CODE ENFORCEMENT OFFICIAL HAVING
JURISDICTION.
8. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE AREA
LINES, UNLESS OTHERWISE NOTED.
9. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS, AND THEIR DIMENSIONS SHOWN
ON THE PLAN HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ARCHITECT
/ ENGINEER AND THE OWNER ASSUME NO RESPONSIBILITY WHATSOEVER AS TO
THE SUFFICIENCY OR THE ACCURACY OF THE INFORMATION SHOWN ON THE
PLANS, OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTORS
SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING
UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTORS
SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION
RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR
ADJUSTING EXISTING UTILITIES.
10. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES, BOTH HORIZONTAL AND
VERTICALLY, PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES OR
DOUBTS AS TO THE INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY
REPORTED TO THE ARCHITECT / ENGINEER FOR RESOLUTION AND INSTRUCTION,
AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS
CHECKED AND CORRECTED BY THE ARCHITECT / ENGINEER. FAILURE TO SECURE
SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER
OWN RISK AND EXPENSE.
11. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE
DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR
TO FINAL INSPECTION OF WORK.
12. ANY EXISTING COMPONENTS DISTURBED DURING CONSTRUCTION SHALL BE
RETURNED TO IT'S ORIGINAL CONDITION PRIOR TO COMPLETION OF WORK. SIZE,
LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS
SHALL BE ACCURATELY NOTED AND PLACED ON "AS-BUILT" DRAWINGS BY
GENERAL CONTRACTOR, AND ISSUED TO THE ARCHITECT / ENGINEER AT
COMPLETION OF PROJECT.
13. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS,
UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE
WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
REQUIREMENTS.
A.B.
ABV.
ADD'L
ACCA
A.F.F.
A.F.G.
AGL
ALUM
ALT.
AMSL
ANT.
APPRX.
ARCH.
AWG.
BLDG.
BLK.
BLKG
BM.
B.N.
BN
CAB.
BTCW.
B.O.
B.O.F.
CANT.
C.I.P.
CLG.
CLR.
COL.
CONC.
CONN.
CONST.
CONT.
d
DBL.
DEPT.
D.F.
DIA.
DIAG.
DIM.
DWG.
DWL.
EA.
EL.
ELEC.
ELEV.
EMT.
E.N.
ENG.
EQ.
EXP.
EXST.(E)
EXT.
FAB.
GPS
GLB.
(GLU-LAM)
G.F.I.
GI.
GA.
G.
FTG.
FT.(')
F.S.
F.O.W.
F.O.S.
F.O.M.
F.O.C.
FDN.
FLR.
FIN.
F.G.
F.F.
ANCHOR BOLT
ABOVE
ANTENNA CABLE COVER
ASSEMBLY
ADDITIONAL
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
ABOVE GROUND LEVEL
ALUMINUM
ABOVE SEA LEVEL
ANTENNA
APPROXIMATE(LY)
ARCHITECT(URAL)
AMERICAN WIRE GAUGE
BUILDING
BLOCK
BLOCKING
BEAM
BOUNDARY NAILING
BACK-UP CABINET
CABINET
BARE TINNED COPPER WIRE
BOTTOM
BOTTOM OF FOOTING
CANTILEVER(ED)
CAST IN PLACE
CEILING
CLEAR
CONCRETE
CONNECTION(OR)
CONSTRUCTION
CONTINUOUS
PENNY (NAILS)
DOUBLE
DEPARTMENT
DOUGLAS FIR
DIAMETER
DIAGONAL
DIMENSION
DRAWING(S)
DOWEL(S)
EACH
ELEVATION
ELECTRICAL
ELEVATOR
ELECTRICAL METALLIC
TUBING
EDGE NAIL
ENGINEER
EQUAL
EXPANSION
EXISTING
EXTERIOR
FABRICATION(OR)
FINISH FLOOR
FINISH GRADE
FINISH(ED)
FLOOR
FOUNDATION
FACE OF CONCRETE
FACE OF MASONRY
FACE OF STUD
FACE OF WALL
FINISH SURFACE
FOOT(FEET)
FOOTING
GROWTH(CABINET)
GAUGE
GALVANIZE(D)
GROUND FAULT CIRCUIT
INTERRUPTER
GLUE LAMINATED
BEAM
GLOBAL POSITIONING
SYSTEM
GRND. GROUND
HEADERHDR.
HGR.HANGER
HEIGHTHT.
ICGB.ISOLATED COPPER
GROUND BUS
INCH(ES)IN.(")
INT.INTERIOR
LB.(#)
L.B.
L.F.
LAG BOLTS
POUND(s)
LINEAR FEET(FOOT)
L.
MAS. MASONRY
LONGITUDINAL
MAXIMUMMAX.
M.B.
MECH.
MFR.
MIN.
MISC.
MTL.METAL
MISCELLANEOUS
MINIMUM
MANUFACTURER
MECHANICAL
MACHINE BOLT
LP
C
WT.
W.P.
WD.
W/
V.I.F.
U.L.
U.N.O.
U.G.
TYP.
T.O.W.
T.O.S.
T.O.P.
T.O.F.
T.O.C.
T.O.A.
T.N.
THK.
TEMP.
STRUC.
STL.
STD.
S.S.
SQ.
SPEC.
SIM.
SHT.
SCH.
RGS.
REQ'D.
REINF.
REF.
RAD.(R)
QTY.
PWR.
P.T.
P.S.I.
P.S.F.
PRC.
PPC.
PLY.
PCS
P/C
OPNG.
O.C.
N.T.S.
NO.(#)
(N)NEW
NUMBER
NOT TO SCALE
OPENING
PRE CAST CONCRETE
PERSONAL COMMUNICATION
SERVICES
PLYWOOD
POWER PROTECTION CABINET
PRIMARY FLEXING CABINET
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PRESSURE TREATED
POWER (CABINET)
QUANTITY
RADIUS
REFERENCE
REINFORCING
REQUIRED
RIGID GALVANIZED STEEL
SCHEDULE
SHEET
SIMILAR
SPECIFICATION(S)
SQUARE
STAINLESS STEEL
STANDARD
STEEL
STRUCTURAL
TEMPORARY
THICKNESS
TOE NAIL
TOP OF ANTENNA
TOP OF CURB
TOP OF FOUNDATION
TOP OF STEEL
TOP OF WALL
TYPICAL
UNDER GROUND
UNDERWRITES LABORATORY
UNLESS NOTED OTHERWISE
VERIFY IN FIELD
WIDE(WIDTH)
WITH
WOOD
WEATHERPROOF
WEIGHT
CENTERLINE
PLATE
ON CENTER
TOP OF PLATE(PARAPET)
1. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE
CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM
THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION
DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION
OF CONTRACTOR.
2. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS
PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING
CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. CONTRACTOR
SHALL NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR
TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION.
3. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY
CONSTRUCTION WORK BY CONTRACTOR SHALL NOT DISRUPT THE EXISTING
NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE
COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR
AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS
AFTER MIDNIGHT.
4. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN
WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION.
EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT
COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE
MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS
EXPOSURE LEVELS.
5. CONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND
T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING
AND TELCO PLAN DRAWING. CONTRACTOR SHALL UTILIZE EXISTING TRAYS
AND/OR SHALL ADD (N) TRAYS AS NECESSARY. CONTRACTOR SHALL CONFIRM
THE ACTUAL ROUTING WITH THE CONTRACTOR.
6. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP
MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE
EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S
DESIGNATED LOCATION.
ABBREVIATIONS
1. CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE,
AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING
JURISDICTION (AHJ) FOR THE LOCATION.
2. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE
TIME OF PERMITTING AWARD SHALL GOVERN THE DESIGN.
3. CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE
FOLLOWING STANDARDS:
3.1. - AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE
REQUIREMENTS FOR STRUCTURAL CONCRETE
3.2. - AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL
CONSTRUCTION, ASD, NINTH EDITION
3.3. - TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, STRUCTURAL
STANDARD FOR STRUCTURAL ANTENNA TOWER AND ANTENNA
SUPPORTING STRUCTURES
3.4. - INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE
FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH
SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999)
RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF
ELECTRICAL EQUIPMENT.
3.5. -IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW
VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY "C3" AND
"HIGH SYSTEM EXPOSURE")
4. TIA 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS
FOR TELECOMMUNICATIONS
4.1. TELCORDIA GR-63 NETWORK EQUIPMENT-BUILDING SYSTEM (NEBS):
PHYSICAL PROTECTION
4.2. TELCORDIA GR-347 CENTRAL OFFICE POWER WIRING
4.3. TELCORDIA GR-1275 GENERAL INSTALLATION REQUIREMENTS
4.4. TELCORDIA GR-1503 COAXIAL CABLE CONNECTIONS
5. ANY AND ALL OTHER LOCAL & STATE LAWS AND REGULATIONS
6. FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS
REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER
REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN. WHERE THERE IS
CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT,
THE SPECIFIC REQUIREMENT SHALL GOVERN.
R.O.W. RIGHT OF WAY
X-X
X-X
X
X-X
x
X
X
X
O/H
A
E
T
X
E/T
OHT/OHP
OHT
OHP
LEGEND
SPOT ELEVATION
REVISION
GRID REFERENCE
DETAIL REFERENCE
ELEVATION
REFERENCE
SECTION REFERENCE
(E) BRICK
(E) MASONRY
CONCRETE
EARTH
GRAVEL
PLYWOOD
SAND
STEEL
CENTERLINE
PROPERTY/LEASE LINE
MATCH LINE
WORK POINT
GROUND CONDUCTOR
TELEPHONE CONDUIT
ELECTRICAL CONDUIT
ELECTRICAL & TELCO
CONDUITS
COAXIAL CABLE
OVERHEAD SERVICE
CONDUCTORS
CHAIN LINK FENCING
WOOD FENCING
OVERHEAD TELEPHONE/
OVERHEAD POWER
OVERHEAD TELEPHONE
OVERHEAD POWER LINE
GROUT OR PLASTER
DocuSign Envelope ID: 0191F786-7273-498E-9298-A882149BC086DocuSign Envelope ID: AD4DAD06-1539-4E9D-9345-A186446DEE71
LIGHT POLE
PROPOSED LOCATION OF FACILITIES:
LATITUDE: 37°19'40.19"N
LONGITUDE: 122°2'29.52"W
ELEVATION: 260.27'
7'-5"±
BACK OF POLE TO
RIGHT-OF-WAY
21008
HAZELBROOK DR
CUPERTINO,
CA 95014
21014
HAZELBROOK DR
CUPERTINO,
CA 95014
21065
LAURETTA DR
CUPERTINO,
CA 95014
21055
LAURETTA DR
CUPERTINO,
CA 95014
10322
N STELLING RD
CUPERTINO,
CA 95014
10336
N STELLING RD
CUPERTINO,
CA 95014
10352
N STELLING RD
CUPERTINO,
CA 95014
FA
C
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O
F
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LA
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LA
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(E
)
C
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W
A
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D/
W
D/
W
N
S
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L
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G
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CT
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-
L
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CT
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-
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WESTERLY
RIGHT-OF-WAY
N STELLING RD
EASTERLY
RIGHT-OF-WAY
N STELLING RD
2' 3" AT 96.45°
6' AT 98 .53°
2' 9" AT 250.27°
D/
W
FE
N
C
E
FE
N
C
E
FE
N
C
E
FE
N
C
E
APN: 32655006
(E) GRADE
260.27'
Center pole
Latitude 37.327831 N
Longitude -122.041534 W
NAD83 & WGS84
Pole height: 30'
NAVD88
VERTICAL DATUM
THE NORTH AMERICAN VERTICAL DATUM OF 1988 ("NAVD88")
(E) TOP OF SIGN, 1'
8'-8" AGL
(E) BOTTOM OF SIGN
7'-2" AGL
(E) LIGHT ARM, 5'7"; HEAD, 2'3..
29'-7" AGL
(E) TOP OF POLE
30' AGL
(E) TOP OF LIGHT
31'-7" AGL
4746 Clayton Rd,Concord, CA, 94521.
(925) 408-2159
e splanneng@gmail.com
8
*
(
www.planneng.com SHEET: C1
Pole ID: 20281 SCALE: 1" = 8'
CA_SJ_CUPERTINO_318
21055 LAURETTA DR,
CUPERTINO, CA 95014
N
REF PLAT # BK. 326 - PG. 55
DocuSign Envelope ID: 0191F786-7273-498E-9298-A882149BC086DocuSign Envelope ID: AD4DAD06-1539-4E9D-9345-A186446DEE71
O
/
H
O
/
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S/
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S/
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S/
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FI
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S/
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FIB
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FIB
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/
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S/
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DRAWN BY:
CHECKED BY:BPM
APE
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
0 08/12/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
CA_SJ_CUPERTINO_318
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
(NEAR) 21055 LAURETTA DR
CUPERTINO, CA 95014
1 12/14/20 100% CD PLAN CHECK
A-1
SITE PLAN
1ENLARGED SITE PLAN
N
SITE PLAN3
N
3
A-1
ENLARGED
SITE PLAN
1/16"=1'-0"
SCALE
1/2"=1'-0"
SCALE
(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
(N) LOCATION OF VERIZON WIRELESS
ANTENNA AND EQUIPMENT
ELECTRICAL LINE
STREET LIGHT LINE
E
S/L
FIBER LINE(S)FIBER
LEGEND
(N) STEEL
MAST ARM
(E) LUMINAIRE
REMOVE & REPLACE
CONCRETE, APPROX. 25
SQ. FT. AT APPROXIMATE
LIMITS TO MATCH EXISTING
ADJACENT ELEVATIONS,
REPLACE WHOLE FLAGS,
NOT PARTIAL
SE
C
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AZ
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1
8
0
5G
B
SE
C
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AZ
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0
5G
A
4'-0"± MIN. ADA CLEARANCE BACK
OF POLE TO EDGE OF SIDEWALK
N
S
T
E
L
L
I
N
G
R
D
10336
N STELLING AVE
CUPERTINO,
CA 95014
(E
)
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)
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LA
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CO
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(E
)
D/
W
A.P.N.:
326-55-006
21055
LAURETTA DR
CUPERTINO,
CA 95014
21065
LAURETTA DR
CUPERTINO,
CA 95014
10352
N STELLING AVE
CUPERTINO,
CA 9501421008
HAZELBROOK DR
CUPERTINO,
CA 95014
(E
)
D/
W
N1
N2
NC
2
NC
1
EC
1
NC
3
EC
2
7'-5"± BACK OF POLE TO ROW LINE
(E) MANHOLE
(E
)
F
A
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C
U
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B
(E
)
LA
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(E
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L
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(E) INLET
1&2
A-3
1&2
A-2
(E) OVERHEAD UTILITY LINES
ATTACHED TO (E) PG&E WOOD
UTILITY POLE TO REMAIN, TYP.
2ENLARGED PLAN AT POLE# 20295 1/2"=1'-0"
SCALE
EC
2
N2
EC
3
EC
3
(E) POLE #20295 TO REMAIN
(E) CURB
N
S
T
E
L
L
I
N
G
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D
42
5
'
±
F
R
O
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L
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#
2
0
2
9
5
T
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E
#
2
0
2
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1
(E
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FA
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LA
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S
I
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W
A
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K
PR
O
P
E
R
T
Y
L
I
N
E
NOTE:
1. FIBER PULLBOX EXACT LOCATION TO BE VERIFIED IN FIELD
2. UPON COMPLETION OF CONSTRUCTION, RESTORE
LANDSCAPE AND IRRIGATION TO LIKE OR BETTER
CONDITION, TEST IRRIGATION.
3. UPON COMPLETION OF CONSTRUCTION, NOTIFY THE
CITY OF NEW STREETLIGHT INSTALLATION SO THAT NEW
BADGE ID NUMBER CAN BE PLACED BY THE CITY ONTO
THE NEW STREETLIGHT POLE.
NOTE:
CARRIER GROUND WIRE TO BE LABELED IN FIELD
NOTE:
CARRIER GROUND WIRE TO BE LABELED
"VERIZON" IN CITY ELECTRICAL BOX
0DVWDUPWREHVDPHDV ( 6/XQOHVV
SRVLWLRQLVFKDQJHGWKHQPDVWDUPLVWR
EHLQOLQHZLWKDGMDFHQW6/V
DocuSign Envelope ID: 0191F786-7273-498E-9298-A882149BC086DocuSign Envelope ID: AD4DAD06-1539-4E9D-9345-A186446DEE71
SHUTDOWN
DRAWN BY:
CHECKED BY:BPM
APE
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
0 08/12/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
CA_SJ_CUPERTINO_318
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
(NEAR) 21055 LAURETTA DR
CUPERTINO, CA 95014
1 12/14/20 100% CD PLAN CHECK
A-2
EXISTING & PROPOSED
ELEVATIONS
12PROPOSED ELEVATIONEXISTING ELEVATION 1/2"=1'-0"
SCALE
1/2"=1'-0"
SCALE
(E) SURFACE
0'-0" AGL
(E) SURFACE
0'-0" AGL
(E) FOUNDATION
(E) LIGHT POLE TO BE REPLACED
(E) LUMINAIRE
(E) ROAD SIGNS
4
D-2
(N) FOUNDATION
(N) 6'-0" MAST ARM
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
(N) LIGHT POLE
(N) (2) 5G ANTENNAS
IN FRP SHROUD
6
D-1
(N) FRP CONCEALMENT
SHROUD
1
D-1
T.O. (N) STEEL LIGHT POLE
29'-11" AGL
RAD CENTER OF (N) 5G ANTENNA
31'-7" AGL
T.O. (N) CONCEALMENT SHROUD
35'-6" AGL
8
D-1
3
E-3
B.O. (N) DISCONNECT
7'-0" AGL
T.O. (N) DISCONNECT
8'-9" AGL
(N) SMART METER / DISCONNECT
w/ SHUTDOWN SIGNAGE
4
D-1
5
D-1
PORT HOLE LOCATION
FOR DISCONNECT
1
D-2
(E) ROAD SIGNS
(N) LUMINAIRE
1
D-3
7
E-3
T.O. (E) LIGHT SENSOR
31'-8" AGL
(N) NOTICE SIGNAGE, TYP. OF (1)
FACING STREETSIDE
9
D-1
T.O. (N) NOTICE SIGNAGE
25'-2" AGL
7'-5" BACK OF POLE TO ROW LINE
T.O. (E) SIGNS
8'-8" AGL
B.O. (E) SIGNS
7'-2" AGL
T.O. (E) LIGHT SENSOR
31'-10" AGL
(E) LIGHT ARM
29'-7" AGL
T.O. (E) STEEL LIGHT POLE
30'-0" AGL
T.O. (E) SIGNS
8'-8" AGL
B.O. (E) SIGNS
7'-2" AGL
7'-5" BACK OF POLE TO ROW LINE
2' CLEARANCE RADIAL SAFETY
ZONE PER GO95
(E) OVERHEAD COMM
22'-7"± AGL
(E) OVERHEAD COMM
24'-7"± AGL
(E) OVERHEAD COMM
22'-7"± AGL
(E) OVERHEAD COMM
24'-7"± AGL
2' CLEARANCE RADIAL SAFETY
ZONE PER GO95
DocuSign Envelope ID: 0191F786-7273-498E-9298-A882149BC086DocuSign Envelope ID: AD4DAD06-1539-4E9D-9345-A186446DEE71
O/H O/H O/H
O/H O/H O/H
O/H O/H O/H
O/H O/H O/H
DRAWN BY:
CHECKED BY:BPM
APE
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
0 08/12/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
CA_SJ_CUPERTINO_318
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
(NEAR) 21055 LAURETTA DR
CUPERTINO, CA 95014
1 12/14/20 100% CD PLAN CHECK
A-3
EXISTING & PROPOSED
ELEVATIONS
12PROPOSED ELEVATIONEXISTING ELEVATION 1/2"=1'-0"
SCALE
1/2"=1'-0"
SCALE
(E) FOUNDATION
4
D-2
(N) FOUNDATION
(E) LIGHT POLE TO BE REPLACED
(E) ROAD SIGNS
(N) LIGHT POLE
(N) (2) 5G ANTENNAS
IN FRP SHROUD
6
D-1
(N) FRP CONCEALMENT
SHROUD
1
D-1
T.O. (N) STEEL LIGHT POLE
30'-0" AGL
T.O. (N) CONCEALMENT SHROUD
35'-6" AGL
8
D-1
3
E-3
(N) SMART METER / DISCONNECT
w/ SHUTDOWN SIGNAGE
4
D-1
5
D-1
PORT HOLE LOCATION
FOR DISCONNECT
1
D-2
(E) ROAD SIGNS
(N) LUMINAIRE
(E) LUMINAIRE
1
D-3
7
E-3
RAD CENTER OF (N) 5G ANTENNA
31'-7" AGL
T.O. (E) LIGHT SENSOR
31'-8" AGL
T.O. (N) NOTICE SIGNAGE (FACING STREETSIDE)
25'-2" AGL
NOTES:
1. ALL NEW ANTENNAS, BRACKETS, AND OTHER EQUIPMENT WILL BE PAINTED TO MATCH LIGHT POLE.
2. ALL EXISTING SIGNAGE TO BE RELOCATED SHALL BE FASTENED USING 1/2" STEEL BANDING
(E) SURFACE
0'-0" AGL
(E) SURFACE
0'-0" AGL
B.O. (N) DISCONNECT
7'-0" AGL
T.O. (N) DISCONNECT
8'-9" AGLT.O. (E) SIGNS
8'-8" AGL
B.O. (E) SIGNS
7'-2" AGL
T.O. (E) LIGHT SENSOR
31'-10" AGL
(E) LIGHT ARM
29'-7" AGL
T.O. (E) STEEL LIGHT POLE
30'-0" AGL
T.O. (E) SIGNS
8'-8" AGL
B.O. (E) SIGNS
7'-2" AGL
(E) OVERHEAD COMM
22'-7"± AGL
(E) OVERHEAD COMM
24'-7"± AGL
(E) OVERHEAD COMM
22'-7"± AGL
(E) OVERHEAD COMM
24'-7"± AGL
DocuSign Envelope ID: 0191F786-7273-498E-9298-A882149BC086DocuSign Envelope ID: AD4DAD06-1539-4E9D-9345-A186446DEE71
REVISIONS
DATE MARCH 2015
IMPROVEMENT PLANS FOR
MODUS OMT POLES
CALIFORNIACUPERTINOFile:
Scale:
Proj. Engr:
Checked:
Drawn:
Designed:
Date:
INSPECTOR:
PUBLIC WORKS
VOICE MAIL:
DATE
PROJECT ENGINEER
NAME
APPR.CITY
DATEAPPR.DATE
DESIGN
BY
DESIGN
(408) 777-3104
KEVIN REIDEN
FOR CITY OF CUPERTINO USE
PROJECT # ___________
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CUPERTINO
CITY OFCONSULTANT:
San Francisco, CA 94108
240 Stockton Street, 3rd Floor
Modus, Inc.APPLICANT:
E ST.1
955
NO SCALE
$REQUEST
San Jose, CA 95113
55 S Market St, Suite1200
WMH Corporation
SHEET A-4
No.
Exp.
CIVIL
R
E
G
I
S
T
E
R ED PROFESS
I
O
N
A L
E
N
G
I
N
E
E
RST
A
T
E
O
F
CALIFORNIA
LOUPE
STEVE
63575
9/30/20
1
2#8
205’
2#8
220’
2
#
8
2
9
0
’
2
0
2
9
5
P. BATTH
LEGEND:
#
#
ELECTRICAL SERVICE CABINET
EXISTING LUMINAIRE
#
CIRCUIT NUMBER#
LUMINAIRE W/ CELLULAR EQUIPMENT
P
(HH)HAND-HOLE (NO PULL BOX)
SPLICED CONNECTION
POLE MOUNTED ELECTRICAL SERVICE POINT
PULLBOX (NO SPLICE)
- GATEWAY (MOUNTED TO POLE)
STREETLIGHT COMMUNICATION EQUIPMENT
MASTER PEU (MOUNTED TO POLE) OR
UNDERGROUND ELECTRICAL SERVICE POINT
CITY SERVICE BOX
8/05/2020
S. VOGTMAN
S. VOGTMAN
P. BATTH
1
2
0
2
8
1
C
A
_
S
J
_
C
U
P
E
R
T
I
N
O
_
3
1
8
120V*
H
A
Z
E
L
B
R
O
O
K
D
r
N STELLING Rd
G
A
R
D
E
N
G
A
T
E
D
r
C
H
R
I
S
T
E
N
S
E
N
D
r
LAURETTA Dr
CA_SJ_CUPERTINO_318
POLE 20281
+ WATTAGE FOR PROPOSED CELLULAR EQUIPMENT IS BASED ON UTILIZING TWO RADIOS RATED AT 400W EACH.
** TYPICAL SERVICE FUSE RATED AT 30A USED FOR CALCULATIONS.
* NO CITY SERVICE BOX LOCATED, VOLTAGE DROP CALCS USE PG&E POC AS SERVICE POINT LOCATION.
LUMINAIRES CONTROLLED BY INDIVIDUAL PHOTOCELLS.
1 1 SC
4.83%
1
SC
TO POS AND (E)(2) #10 CONDUCTORS FOR CITY POLE ID 20295 LUMINAIRE.
SPLICE CONNECTION - SPLICE (N)(2) #4 CONDUCTORS WITH (E)(2) #8 CONDUCTORS
(E)(2) #8 CONDUCTORS TO BE REPLACED IN (E) CONDUIT WITH (N)(2) #4 CONDUCTORS
1
LOCATION
SERVICE POINT
#
CIRCUIT
SIZE
(FUSE)
BREAKER
ID
POLE
WATTAGE
EQUIPMENT
CELLULAR
LUMINAIRE
EXISTING
LUMINAIRE
PROPOSED
AMPERAGE VOLTAGE DROP
EXISTING PROPOSED EXISTING PROPOSED
LAURETTA DR
&
CHRISTENSEN Dr
1 30A**
20281 800+50W ID -
1.0 7.7 0.73%7.52%
20295 -50W ID -
(N) STREET LIGHT NODE
DocuSign Envelope ID: 0191F786-7273-498E-9298-A882149BC086DocuSign Envelope ID: AD4DAD06-1539-4E9D-9345-A186446DEE71
5'
-
6
"
2'
-
0
"
ELEVATION VIEW
NOTCH AT LIGHT
ARM
SHEET METAL SKIRT
PART #
VVSP360S-AM-00
DIAMOND ENGINEERING
SERVICES
OR EQUIVALENT
2'
-
2
"
1'-3" DIA.
LIGHT POLE
5G ANTENNA,
SEE DETAIL 6/D-1
3'
-
4
"
10
"
7"
WHITE NOTICE
WHITE BACKGROUND
BLACK SYMBOL
BLACK LETTERING, TYP
NOTES:
1. OUTDOOR RATED SELF ADHESIVE VINYL DECAL WITH UV PROTECTION.
2. POST SIGN 3'-0" BELOW PROPOSED ANTENNA.
3. CONTRACTOR TO CONFIRM SPECIFIC SIGN REQUIREMENTS WITH VERIZON WIRELESS.
4. DECAL SHALL FACE OUT THE STREET AND WHEN FEASIBLE AWAY FROM THE STREET, IF NO BUILDING WINDOW
IS PRESENT WITHIN 25 FEET FACING THE EXISTING POLE.
BLUE BACKGROUND
5.1"
SIDE VIEW
21
.
2
"
FRONT VIEW
21
.
2
"
8.1"
8.1"
TOP VIEW
ERICSSON STREETMACRO 6701
DIMENSIONS: 21.2" TALL x 8.1" WIDE x 5.1" DEEP
WEIGHT: 31.0± LBS
5.
1
"
SHUTDOWN PROTOCOL
6"
Normal Shut-Down Protocols:
1.Call 800-264-6620 NOC 24HRS prior to schedule a
shut-down day and time.
2.Give NOC the Node number .
3.On schedule day of shut-down, Put breaker switches in
"OFF" position.
4.Call NOC when work is completed.
Emergency Shut-Down Protocols:
1.Call 800-264-6620 NOC.
2.Give NOC the Node number .
3.Put breaker switches in "OFF" position.
4.Call NOC when work is completed.
8"
NOTES:
1. SIGN PROVIDED BY GC MOUNTED TO
OUTSIDE OF DISCONNECT COVER
2. CONTRACTOR TO NOTE SITE ID/
MARKET ID/ SITE NAME / PSLC ID
STEEL MOUNT
BRACKET AND
PLATE
LIGHT POLE
1/2" STAINLESS STEEL
BANDS
STEEL MOUNT
BRACKET AND
PLATE
DISCONNECT
SIDE VIEWFRONT VIEW
TOP VIEW
1 1/2" STD PIPE
NIPPLE
1/2" STAINLESS
STEEL BANDS
LIGHT POLE
DISCONNECT
1/2" THREAD
SEALING
TAPE
STEEL MOUNT
BRACKET AND
PLATE
1/2" STAINLESS
STEEL BANDS
SHUTDOWN
20
.
5
"
8.75"
SIDE VIEW FRONT VIEW
TOP VIEW
TESCO DISCONNECT BOX WITH CT AND METER SOCKET
COLOR: GRAY
DIMENSIONS: 20.5" TALL x 8.75" WIDE x 4.25" DEEP
TOTAL WEIGHT:
PHASE.:4-WIRE
VOLTAGE: 120/240
AMPACITY: 60 MAX
4.25"
4.
2
5
"
SIGNAGE PER
8/D-1
SHUTDOWN
PG&E SMART
METER
EATON DISCONNECT
BOX DG222NRB
3.
2
5
"
6.
1
2
5
"
3"
4.
7
5
"
0.375
DRAWN BY:
CHECKED BY:BPM
APE
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT
0 08/12/20 100% CD
REV DATE DESCRIPTION
MODUS, LLC
240 STOCKTON ST., 3RD FLOOR
SAN FRANCISCO, CA
94108
APPROVED BY:LJB
CA_SJ_CUPERTINO_318
VERIZON WIRELESS
2785 MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA
94598
(NEAR) 21055 LAURETTA DR
CUPERTINO, CA 95014
1 12/14/20 100% CD PLAN CHECK
D-1
DETAILS
1NTS
SCALE
8
9 ERICSSON 6701
10
11
12
5
6
NTS
SCALE
NTS
SCALE
7
NTS
SCALE
4 ANTENNA SHROUD & SKIRT
NOTICE SIGNAGE
SHUT-DOWN SIGN
NTS
SCALE
NTS
SCALE
NTS
SCALE
NTS
SCALE
NTS
SCALE
NTS
SCALE
NTS
SCALE 3NTS
SCALE
DISCONNECT
DISCONNECT MOUNTING
PULLBOX
FIBER PULLBOX
NOT USED
NOT USED
3/8" X 3" HEX BOLT
(2 EACH END)
NOTES:
LID
1. POLYMER CONCRETE CONSTRUCTION
2. STANDARD LOAD RATING 20,800 LBS
3. TWO (2) BOLT DOWN LOCATIONS
4. NON SKID SURFACE STANDARD
5. APPROXIMATE WEIGHT 104 LBS
BOX
1. POLYMER CONCRETE CONSTRUCTION
2. STACKABLE FOOT
3. APPROXIMATE WEIGHT 150LBS
BOLT DOWN
TYP. OF (2)
37-5
/
8
"
26
"
18"
35-5
/
8
"
24
"
3"
NON SKID SURFACE
(STANDARD)
2"X8" NAMEPLATE
RECESS
LIFT PIN
TYP. OF (2)
NOT USED
DocuSign Envelope ID: 0191F786-7273-498E-9298-A882149BC086DocuSign Envelope ID: AD4DAD06-1539-4E9D-9345-A186446DEE71