18-183 Encroachment Agreement, Verizon Wireless, R.O.W. at 20011 Bollinger RdCUPER023 / 4 17717
12..o.w. l+'f 200 II f30L.L 1µ(r{/t'.... (Zo/fD cu Ptlc OZ3
ENCROACHMENT AGREEMENT
Thjs Encroachment Agreement ("Encroachment Agreement"), made this / 5t day of
6 cl~ 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 fotth 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 ce1tificates, 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 ce11ified
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 futther
force or effect except to the extent of the representations , warranties and indemnities made by each
patty to the other hereunder. Otherwise, Licensee shall have no futther obligations for the payment
of Rent to Licensor.
8. Miscellaneous. N / A
[Signature page follows]
EXECUTED to be effective as of the date shown above.
APPROVED AS TO FORM
CI~H EY~fE
BY: 61-c,,~~
C f°f c 1Z1L 0
ttorney
Exhibits:
Attachment l
LICENSOR:
City of Cupertino , a political
subdivision of the State of California
By: __ O<!:t)_· __ d:_'rfZ __ ~--
N ame : __ C_'_!-l_t1~D __ ' _!'1_0._!S_t-_f'{"'----,-----
Title: Ct'f'( (:1J{r1,ve'((;t
LICENSEE:
GTE MOBILNET OF CALIFORNIA
LIMITED PARTNERSHIP,
D/8/ A VERIZON WIRELESS
by Cellco Partnership ,
its General Partner
By:
Name: Scott Stewatt
Title: Director-Network Field Engineering
See attached.
Attachment
1 Licensed
Area
verizon "
D I RECTIONS FROM VERIZON W IR E L E SS OFFICE
WA LNUT CREEK, CA :
HEAD NORTHEAST ON MITCHELL OR TOWARD OAK
GROVE RO
TURN LEFT ONTO OAK GROVE RD
USE THE LEFT 2 LANES TO TURN LEFT ONTO TR EAT
BLVD
TURN RIGHT ONTO N MAIN ST
TURN RIGHT ONTO THE INTERSTATE 680 S RAMP
TO OAKLAND/SAN JOSE
MERGE ONTO 1-660 S
CONTINUE ONTO 1·260 N
TAKE THE WOLFE ROAD EXIT
USE THE LEFT 2 LANES TO TUR N LEFT ONTO N
WOLFE RO
CONTINUE ONTO MILLER AVE
TURN RIGHT ONTO BOLLINGER RD
TURN RIGHT ONTO S BLANEY AVE
t11a1 :.llTll ~ rew ,11 .~ ;(eta i r•
TITLE
VERIZON RF
UTILITIES
LANDLORD/
PROPERTY OWNER
S IGNATURE
-..4 [t1~,.:.,it1J ::~:::a:Jlll•Iet
DATE
PROJ ECT DESCRIPTI ON
THE PROJECT INVOLVES THE INSTALLATION OF AN UNMANNED
VVlRELESS TELECOMMUNICATION FACILITY CONSISTING OF AN
ANTENNA ANO ASSOCIATED EQUIPMENT ON A CITY OF
CUPERTINO REPLACEMENT STEEL LIGHT POLE IN THE PUBLIC
RIGHT OF WAY. EXISTING POLE AND FOUNDATION TO SE
REMOVED AND REPLACED 'MTH NEW STEEL POLE. PEDESTAL
BASE CABINET EOUIPMENT ENCLOSURE AND CONCRETE
FOUNOATION . EXISTI NG POLE FOUNDATION TO BE
DEMOLISHED AND REMOVED.
GENERAL SCOPE OF W ORK
D ANTENNA ANO ASSOCIATED EOUIPMENT
INSTALL A NEW CYLINDRICAL ANTENNA AT TOP OF
REPLACEMENT STEEL LIGHT POLE AND EQUIPMENT
'MTHIN NEW PEDESTAL BASE CABINET. INSTALLATION
CONSISTS OF \1) NEW CYLINDRICAL ANTENNA
CONCEALED WTHIN NEW CONCEALMENT SHROUD AT
TOP OF LIGHT PO LE . /21 NEW RRUS EQUIPMENT
CABINETS, (1) NEW LOAO CENTER. (1) FIBER DEMARC. (1)
DISCONNECT, (2) DIPLEXERS MOUNTED WITHIN NEW
PEDESTAL BASE CABINET AND ASSOCIATED POWER.
FIBER AND COAXIAL CABLES ROU TED WITH IN LIGHT POLE
ANO BASE.
D ~
ALL NEW EQUIPMENT ANO MOUNTING COMPONENTS
SHALL BE PAINTED TO MATCH LIGHT POLE. INCLUDING
ANTENNA SHROUD. MOUNTING BRACKETS. PEDESTAL
BASE CABINET AND TRANSJTION SHROUD.
D SIGNAGE
FCCMANDATED RF NOTICE/ WARNING AND SHUT-DOWN
SIGNAGE TO BE MOUNTED TO LIGHT POLE PER FCC
REQUIREMENTS, THE CITY OF CUPER TIN O
REQUIREMENTS. THE CALIFORNIA PUBLIC UTILITIES
COMM ISION GENERAL ORDER 95 SECTION 94.S AND
PACIFIC GAS AND ELECTR IC REQUIREMENTS.
ii t i!-111 a:i 11 '1 =t-1:, s 11' U:lili¥
ARC HITECT
JAMES VACCARO ARCHITECT. INC .
411 DON DEE WAY, UNIT C
PACIFICA, CA 94044
CONTACT: JAMES VACCARO, AlA
CONTACT NUMBER: (415) 608-3670
FAX NUMBER : (415) 963·447 1
EMAIL: JVACCARO@JVARCHITECT.COM
SURVEYOR
HAYES LAND SURVEYING AND MAPPING
2830 M ADIGAN COURT
CONCORD, CA 94518
CONTACT: RICK HAYES
CONTACT NUMBER: (925) 798-3591
EMAJL: RKSEYAH@COMCAST,NET
P EDEST A L B AS E C ABINET/ POLE ENGINEERING
COMMSCOPE. JNC. OF NORTH CAROLIN A
1100 COMMSCOPE PLACE . SE
HICKORY, NC 28602
CONTAC T: ROCKY COLAPIETRO
CONTACT NUMBER: (972) 207-4984
EMAJL:ROCKY.COLAPIETR O@COMMSCOPE.COM
AGENT PROJECT M A N AG E R
MODUS. IN C.
240 STOCKTON STR EET. 3RO FLOOR
SAN FRANCISCO. CA 94108
CONTACT: KEVIN BOIN'fER
PHONE: (408)219·5442
EMAIL: KBO\N'fER@!MOOUS-CORP.COM
, PROJl;«;:.,T,.TEA
SITE NAME:
SITE ID:
LOCATION CODE:
SF _CUPER023
CPSC023
417717
LTPL2924
51273
4993063026
ASSET ID:
BADGE NUMBER:
SERVICE ID:
SITE ADDRESS: PUBLIC ROW ADJACENT TO
20011 BOLLINGER ROAD
CUPERTINO, CA 95014
SANTA CLARA COUNTY
STEEL LIGHT POLE
APPLICA NT
VERIZON WIRELESS
2785 MITCHELL DRIVE. SUITE 9
WALNUT CR EEK. CA 94598
CONTACT: JENN IFER HAAS
PHONE:(650/759·1377
COUNTY:
SITE TYPE:
EMAIL: JENNIFER.HAAS@VERIZON'MRELESS.COM
AGENT
MODUS, INC .
240 STOCKTON STR EE T. 3RD FLOOR
SAN FRANCISCO, CA 94106
CONTACT: KEVIN BO\N'fER
PHONE:(406)219,5442
EMAIL: 1<80\N'fER@MODUS·CORP.COM
PROPERTY OWNER
CITY OF CUPERTINO
CUPERTINO CITY HALL
10300 TORRE AVENUE
CUPERTINO, CA 95014·3202
PHONE: (406) n7.3354
EMAIL: ENGINEERING@CUPERTINO.ORG
OCCUPANCY TYPE:
CONSTRUCTION TYPE:
NI A·UGHT POLE IN ROW
TYPE V•B
ZONING JURISDICTION:
ZONIN G 0 ES1 CNAT10N:
CITY OF CUPERTINO
P(CGI
LATITUDE (NAO 83):
LONGITUDE (NAO 83):
GROUND ELEVATION:
37" 16'37.06"N
122"01'23.6B"W
:239.6'AMSL
rq, •w'I ,;a ,11 ~,.: •lw'liJI; c ·].: r:
ALL WORK ANO MATERIALS SHALL BE PERFORMED ANO
INSTALLED IN ACCORDANCE WITH THE FOLLOWING CODES
AS ADOPTED BY THE AUTHORITIES HAVING JURISDICTION.
NOTHING IN THESE PLANS IS TO 8E CONSTRUED TO PERMIT
'NORK NOT CONFORMING TO THE LATEST EDITIONS OF THE
FOLLOWING COOES ANO AUTHORITIES HAVING JUR ISDICTION.
2016 CALIFORNIA AOM INISTRATIVE CODE. TITLE 24 PART 1
2016 CALIFORNIA BUILDING CODE. TITLE 24 PART 2
2016 CALIFORNIA ELECTRICAL COOE. TITLE 24 PART 3
2016 CALIFORNIA MECHANICAL CODE. TITLE 24 PART 4
2016 CALIFORNIA PLUMBING CODE. TITLE 24 PART 5
2016 CALIFORNIA ENERGY COOE. TITLE 24 PART 6
2016 CALIFORNIA FIR E CODE. TITL E 24 PART 9
ANSUTIA·222·G
2018 NFPA 101 , LIFE SAFETY CODE
2017 NFPA 70, NATIONAL ELECTRICAL CODE
20 16 NFPA 72. NATIONAL FIRE ALARM CODE
2016 NFPA 13. SPRINKLER CODE
2013 AAS HTO LTS-6
STATE OF CALIFORNIA GENERAL ORDER NO. 128
CITY/ COUNTY ORDIN ANCES AND CODES
ACCESSIBILITY FACILITY IS UN-MANNEO AND NOT FOR HUMAN
REOUIREMENTS:HABITATION. DISA8LEO ACCESS NOT REOUIREC
IN ACCORDANCE 'MTH CALIFORNIA CODE OF
REGULATIONS TITLE 24, PART 2, VOL. 1,
CHAPTER 118, DIVISION 2 , SECTION 118-203.5.
~•l•l :::l[ll{eli',l ::J •,.,_,~r, ~~:·
s~~~T I SHEET TITL E REV.
T-1 I TITLESHEET
T-2 I SYMBOLS.ABBREVIATIONS
T-3 I GENERAL NOTES
C-1 I TOPOGRAPHIC SURVEY, EXlSTING CONDITIONS
A-1 I SITE PLAN , ENLARGED ANTENNA LAYOUT, ENLARGED EQUIPMENT LAYOUT
A-2.0 I ELEVATIONS
A-2.1 I ELEVATIONS
A-3 I DETAILS
A-4 I DE TAILS
EP-1 I SINGLE LINE DIAGRAM. EQUIPMENT GROUNDING DIAGRAM
EP-2 j UTILITY PLAN, CONDUIT SCHEDULE. CIRCUIT DIAGRAM
EP-3 I DETAILS
SP-1 I SPECIFICATIONS
SP-2 I SPECIFICATIONS
SP-3 I SPECIFICATIONS
l"J."i:l:f ::11111~, ..... ~>, : .... ~,-.. -: .-~;-;;._; ~~. ,!l~~.; .. ~~-f-:,.::~: ~f-'::-r
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REV I DATE
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512112018 I 100% CONSTRUCTION
6122/2016 1100% CONSTRUCTION REV.
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ADA
ADJ
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AMSL
ANDO
ANSI
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APA
APPROX
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ASHRAE
ASI
ASSN
ASSY
ASTM
AUTO
AVS
AVG
AWG
AWS
AZ
BIB
BAT
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BC
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BORY
BITUM
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BLOG
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BLT
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BM
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BRKT
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BUR
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CAB
CBC
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BY
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DIAMETER
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NEW
NUMBER
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PERCENT
PLATE
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ANCHOR BOLT
ALTERNATING CURRENT
ASP HAL TIC CONCRETE
AIR CONDITIONING
AMERICAN CONCRETE
INSTITUTE
ACOUSTICAL CE ILING TILE
AMERICANS WITH
DISABILITIES ACT
ADJACENT
ADMINISTRATION
ARCHITECT/ ENGINEER
ABOVE FINISHED FLOOR
ABOVE GROUND LEVEL
AUTHORITY HAVING
JURISDICTION
AMERICAN INSTITUTE OF
ARCHITECTS
AMERICAN INSTITUTE OF
STEEL
CONSTRUCTION
ALTERNATE
ALUM INU M
AMPERE
ABOVE MEAN SEA LEVEL
ANODIZE
AMERICAN NATIONAL
STANDARDS
INSTITUTE
ANTENNA
AMERICAN PL Y\/\/000
ASSOCIATION
APPROXIMATE
ARCHITECT
AMERICAN SOCIETY OF
CIVIL ENGINEERS
AMER ICAN SOCIETY OF
HEATING. REFRIGERATI NG
ANO AIR CONDITIONING
ENGINEERS
ARCHITEcrs
SUPPLEMENTAL
INSTRUCTIONS
ASSOCIATION
ASSEMBLY
AMER ICAN SOCIETY FOR
TESTING
AND MATERIALS
AUTOMATIC
AVENUE
AVERAGE
AMERICAN WIRE GAUGE
AMERICAN WELDING
SOCIETY
AZIMUTH
BACK TO BACK
BATTEN
BATIERY
BETWEEN CENTERS
BOLT CIRCLE
BOARD
BOUNDARY
BITUMINOUS
BACKING
BUILDING
BLOC K
BLOC KING
BUILT
BOULEVARD
BEAM
BOTIOM
BEARING
BRACKET
BASEMENT
BETWEEN
BUi l T-UP ROOFING
BOTH WAYS
CHANNEL
CENTER TO CENTER
CABINET
CALIFORNIA BU ILDING
CODE
CONSTRUCTION CHANGE
DIRECTIVE
COUNTERCLOCKWISE
CONSTRUCTION
DOCUMENTS
ABBREVIATIONS
CEC
CONSTRUCTION
DRAVIIINGS
CALIFORNIA ELECTRICAL
CODE
CEM PLAS CEMENT PLASTER
CERT CERTIFY
CFC CALIFORNIA FIRE CODE
CFI CI CONTRACTOR FURNISHED/
CONTRACTOR
CFIOI
CFM
CHK
CIR
CJ
CJ
CL
CLASS
CLG
CLR
CM
CMC
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OWNER IN STALLED
CUBIC FEET PER MINUTE
CHECK
CIRCLE
CONSTRUCTION JOINT
CONTROL JOINT
CENTERLINE
CLASSIFICATION
CE ILING
CLEAR
CONSTRUCTION MANAGER
CALIFORNIA MECHANICAL
CODE
CONCRETE MASONRY
UNIT
COMPANY
CERTIFICATE OF
OCCUPANCY
COAXIAL CABLE
CONCRETE
CONDITION
CONNECT
CONTINUOUS
COORDINATE
CHANGE ORDER REQUEST
CORRIDOR
CARPET
CONSTRUCTION
SPECIFI CATIONS
INSTITUTE
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CASEMENT
CERAMIC TILE
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CENTER
CONTROL
COPPER
CUBIC YARD
CLOCKV\IISE
CYLINDER
PENNY (NAIL)
DEPTH
DOUBLE
DIRECT CURRENT
DEFINITION
DEGREE
DEMOLITION (DEMOLISH)
DEPARTMENT
DETAIL
DOUGLAS FIR
DIAMETER
DIAGONAL
DIFFERENCE
DIMENSION
DISCONNECT
DISTANCE
DIVISION
DEAD LOAD
DEMARCATION POINT
DOWN
DINING ROOM
DOOR
DOWNSPOUT
DRAWING
EAST
EACH
EACH ENO
EACH FACE
EXTERIOR FINISH
EXTERIOR FINISH SYSTEM
EMERGENCY GENERATOR
RECEPTACLE
EXTERIOR INSULATION
AND
FINISH SYSTEM
EXPANSION JOINT
ELEVATION
ELASTOMERIC
ELECTRIC
ELEMENT
ELECTROMAGNETI C
FREQUENCY
ENGINEER
ENVIRONMENTA L
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ETHYLENE
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EXCLUDE
EXP
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FAB
FAR
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FIELOOROER
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FACE OF STUD
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INTERNATIONAL BUILDING
CODE
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INSIDE FACE
INSIDE FACE OF STUD
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INFORMATION
INSULATION
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INSIDE RADIUS
INTERNATIONAL
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CODE
ISOMETRIC
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JOIST
THOUSAND
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LAM
LAT
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LH
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MAN
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MECH
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MISC
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LONG LEG HORIZONTAL
LONG LEG VERTICAL
LANE
LIOULD NATURAL GAS
LOCATION
LONGITUDINAL
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LIMITED
LONG TERM EVOLUTION
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LOUVERED
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MAINTENANCE
MANUAL
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MEDIUM-DENSITY
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MECHANICAL
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MANUFACTURER
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METAL LATH
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MACHINE SCREW
MAIN SWITCHBOARD
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MOUNTI NG
METAL
MULLION
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MUNTIN
MICROWAVE
NORTH
NOT A PPLICABLE
NOISE CRITERIA
NEGATIVE
NATIONAL FIRE
PROTECTION
ASSOCIATION
NATIONAL FENESTRATION
RATING
COUNCIL
NOT IN CONTRACT
NUMBER
NOMINAL
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NOISE REDUCTION
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NATIONAL ROOFING
CONTRACTORS
ASSOCIATION
NO SCALE
NOTICE TO PROCEED
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OUTSIDE DIAMETER
OUTSIDE FACE
OWNER FURNISH ED/
CONTRACTOR INSTALLED
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OWNER INSTALLED
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SYMBOLS,
ABBREVIATIONS
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GENERAL NOTES
1. CONTRACTOR SHALL VERIFY ANO COORDINATE
ALL NEW ANO EXIS TING CONDITIONS ANO
OJMENSIONS AT JOB SITE FOR COMPARISON
VVITH DRAWINGS AND SPECIFICATIONS PRIOR TO
BIDDING AND START OF CONSTRUCTION. !F ANY
DISCREPANCIES. INCONSISTENCIES OR
OMISSIONS ARE FOUND. THE ARCHITECT/
ENGINEER SHALL BE NOTIFIED, IN WRITING FOR
CLARIFICATION PRIOR TO PROCEEDING WITH
WOR K.
2. 00 NOT SCALE DRAWINGS. CONTRACTOR SHALL
NOTIFY THE ARCHITECT/ ENGINEER FOR
CLARIFICATIONS. ALL DIMENSIONS SHALL BE
FIELD VERIFIED BY THE CONTRACTOR ANO
COORDINATED INITH ALL OF THE WORK OF ALL
TRADES. IF DISCREPANCIES ARE FOUND. THE
CONTRACTOR SHALL NOTIFY THE ARCHITECT/
ENGINEER IN WRITING FOR CLARIFICATION
BEFORE COMMENCEMENT OR RESUMPTION OF
WORK.
J. ABBREVIATIONS THROUGHOUT THE PLANS ARE
THOSE IN COMMON USE. NOTIFY THE
ARCHITECT/ EN GINEER OF ANYABBREVL'.TIONS
4. ALL MATERIALS FURNISHED AND INSTALLED
SHALL BE IN STRICT ACCORDANCE \/I/ITH ALL
APPLICABLE CODES. REGU LATIONS. AND
ORDINANCES. CONTRACTOR SHALL ISSUE ALL
APPROPRIATE NOTICES AND COMPLY VVITH ALL
LAWS, ORDINANCES. RULES, REGULATIONS, AND
LAWFUL ORDERS OF ANY PUBLIC AUTHORITY
REGARDING T HE PERFORMANCE OF THE WORK.
5. ALL WORK CARRIED OUT SHALL COM PL YWlTH
ALL APPLICABLE MUNICIPAL AND UTILITY
COMPANY SPECIFICATIONS AND LOCAL
JURISDICTIONAL CODES. ORDINANCES ANO
APPLICABLE CODE ANO REGULATIONS
6. UNLESS NOTED OTHER\/I/ISE. THE WORK SHALL
INCLUDE FURNISHING MATERIALS, EQUIPMENT.
APPURTENANCES , AND LABOR NECESSARY TO
COMPLETE ALL INSTALLATIONS AS INDICATED
ON THE DRAWINGS.
7 THE CONTRACTOR SHALL INSTALL ALL
EQUIPMENT ANO MATERIALS IN ACCORDANCE
VVITH MANUFACTURER'S RECOMMENDATIONS
UNLESS SPECIFICALLY STATED OTHERWISE.
S. IF THE SPECIFIED EQUIPMENT CANNOT BE
INSTALLED AS SHOWN ON THESE DRAWINGS,
THE CONTRACTOR SHALL PROPOSE AN
ALTERNATIVE INSTALLATION FOR APPROVAL BY
THE ARCHITECT/ENGINEER .
9. LEGAL EXITS SHALL NOT BE BLOCKED AT
ANYTIME.
10. TEMPORARY PEDESTRIAN PROTECTION SHALL
BE PROVIDED AS REQU IRED BY LOCAL CODES.
11 . THE ARCHITECT/ ENGINEER SHALL BE
CONSULTED IN ANY/ ALL CASES WHERE CUTIING
INTO AN EXISTING STRUCTURAL PORTION OF
ANY STRUCTURE IS NECESSARY. PRIOR TO
PROCEEDING WITH WORK.
12 . CONTRACTOR SHALL VERIFY ACTUAL ROUTING
OF CONDUIT. POWER AND FIBER CABLES.
GROUND CABLES AS SHOWN. CONTRACTOR
SHALL SHALL ADO NEW CONDUIT AS
NECESSARY, CONTRACTOR SHALL CONFIRM THE
ACTUAL ROUTING VVITH THE CONSTRUCTION
MANAGER.
13 THE CONTRACTOR SHALL PROTECT EXISTING
IMPROVEMENTS. PAVEMENTS. CURBS.
LANDSCAPING ANO STRUCTURES. ANY
DAMAGED PART SHALL BE REPAIRED AT
CO~TRACTOR"S EXPENSE TO THE SATISFACTION
OF THE OWNER .
14. CLEAN UP ANO DISPOSAL-REMOVE DEBRIS,
RUBBISH ANO WASTE MATERIAL FROM THE
OWNER'S PROPERTY TO A LAWFUL/ LEGAL
DISPOSAL AREA ANO PAY ALL HAULING ANO
DUMPING COSTS. CONFORM TO PERTAINING
FEDERAL. STATE ANO LOCAL LAWS.
REGULATIONS AND ORDERS UPON COMPLETION
OF 'A'ORKALL CONSTRUCTION AREAS SHALL BE
LEFT CLEAN ANO FREE FROM DEBRIS. CLEAN
ALL S'TAINS. PAINT SPOTS, DROPPINGS, AND
OTHER BLEMISHES.
15. THE CONTRACTOR SHALL PROTECT ALL FINISH
WORK AND SURFACES FROM DAMAGE DURING
THE COURSE OF CONSTRUCTION ANO SHALL
REPLACE ANDI OR REPAIR ALL DAMAGED
SURFACES CAUSED BY THE CONTRACTOR OR
SUBCONTRACTOR PERSONNEL TO TH E
SATISFACTION OF THE OWNER.
16. PRIOR TO INSPECTION OF THE EX ISTING
FACILITY. THE CONTRACTOR MUST RECEIVE
PERMISSION FOR SITE ACCESS FROM THE
OWNER OR THE DESIGNATED REPRESENTATIVE.
17. WHEN IT IS NECESSARY TO INTERRUPT ANY
EXISTING UTILITY SERVICE TO MAKE
CORRECTIONS ANDI OR CONNECTION. A
MINIMUM OF 4S HOURS ADVANCE NOTICE SHALL
BE GIVEN TO THE OWNER . INTERRUPTIONS IN
UTILITY SERVICES SHALL BE OF THE SHORTEST
POSSIBLE DURATION AND SHALL BE APPROVED
IN ADVANCE BY THE OWNER.
18. All CONTRACTORS PERFORMING WOR K ON THE
SITE SHALL BE RESPONSIBLE FOR INITIATING.
MAINTAINING AND SUPERVISING A REASONABLE
ANO PRUDENT SAFETY PROGRAM INCLUDING
BUT NOT LIMITED TO THE ISOLATION OF WORK
AREAS AND THE PROMPT REMOVAL OF ANY
DEBRIS OR TOOLS WHICH MAY ENDANGER THE
PUBLIC OR 'A'OR KERS.
19. THE CONTRACTOR SHALL VERIFY THE LOCATION
OF ALL EXISTING UTILITIES BELOW GRADE AND
RELATED SERVICE CONNECTIONS \/I/ITH THE
RESPECTIVE UTILITY COMPANIES
20. THE CONTRACTOR SHALL COORDINATE THE
REMOVAL. ABANDONMENT. ANDI OR
RELOCATION OF EXISTING UTILITIES ABOVE OR
BELOW GRADE VVITH THE RESPECTIVE UTILITY
COMPANIES.
21. THE CONTRACTOR SHALL PERFORM ALL WORK
\/I/ITHIN PUBLIC RIGHTS·OF·WAY ACCORDING TO
LOCAL JURISDICTIONAL STANDARDS AND
SPECIFICATIONS. CONTRACTOR SHALL OBTAIN
PERM ITS FROM APPROPRIATE AGENCIES,
ALL CONCRETE REPAIR WORK SHALL BE DONE IN
ACCORDANCE WITH AMERICAN CONCRETE
INSTITUTE(ACl)301 .
23. ALL STRUCTURAL STEEL WORK SHALL BE DONE
IN ACCORDANCE VVITH AISC SPECIFICATIONS.
THE EXISTING S!TE IS IN FULL OPERATION. ANY
CONSTRUCTION 'A'ORK BY CONTRACTOR SHALL
NOT DISRUPT THE EXISTING NORMAL
OPERATION. ANY WORK MUST BE COORDINATED
WITH THE OWNER . ALSO. VI/ORK SHOULD SE
SCHEDULED FOR AN APPROPRIATE WINDOW TO
MINIMIZE DISTURBANCE.
25. THE ARCHITECT/ ENGINEER SHALL BE NOTIFIED
IN WRITING OF ANY SUBSTITUTIONS. INCLUDING
CHANGES IN PRODUCTS. MATERIALS.
EQUIPMENT ANO DETAILS OF CONSTRUCTIONS
FROM THOSE SHOWN. THE SUBSTITUTIONS
PROCEDURES PER SPECIFICATIONS SECTION 01
:25 00 SHALL BE FOLLOWED. THE CONTRACTOR
SHALL ASSUME FULL RESPONSIBILITY FOR
PERFORMANCE ANO ASSOCIATED COSTS FOR
ANY SUBSTITUTION NOT APPROVED IN WRITING
BY THE ARCHITECT/ ENGINEER PEA
SPECIFICATIONS SECTION 01 25 00
26 PROVIDE A PORTABLE FIRE EXTINGUISHER \/I/ITH
A RATING OF NOT LESS THAN 2-A OR 2-A/\O-BC
WITHIN 75 FEET TR AVEL O!STANCE TO ALL
PORTIONS OF THE WOR K AREA OUR!NG
CONSTRUCTION.
27. CONTRACTOR SHALL USE BEST MANAGEMENT
PRACTICES TO PREVENT STORM WATER
POLLUTION DURING CONSTRUCTION .
28. SHOP DRA\/I/INGS SHALL BE SUBMITTED FOR ALL
EQUIPMENT AND MATERIALS VVH ICH MUST
INTERFACE ANO COORDINATE WITH OTHERS.
WHETHER DETAILED OR NOT,
31 . THE CONTRACTOR SHALL OBTAIN OSHA
PERMITS FOR ANY VERTICAL EXCAVATION OVER
5·.o· DEEP INTO WHICH PERSONS MUST
DESCEND.
32. ALL DISSIMILAR METALLIC MATERIALS SHALL BE
EFFECTIVELY ISOLATED FROM EACH OTHER TO
PREVENT GALVANIC ACTION. WHETHER
DETAILED OR NOT.
ALL WOOD IN CONTACT \/I/ITH MASONRY OR
CONCRETE SHALL BE PRESSURE TREATED VVITH
AN APPROVED PRESERVATIVE.
1. THE CONTRACTOR SHALL CONTACT UTILITY
LOCATING SERVICES ANO CONDUCT
UNDERGROUND UTILITY LOCATING ANO
MAPPING PRIOR TO THE START OF
CONSTRUCTION .
2. ALL EXISTING ACTIVE SEWER. WATER. GAS.
ELECTRIC. AND OTHER UTILITIES INHERE
ENCOUNTERED IN THE \o\'ORK . SHALL BE
PROTECTED AT ALL T!MES. ANO IIVHERE
REQUIRED FOR THE PROPER EXECUTION OF THE
WORK. SHALL BE RELOCATED AS DIRECTED BY
CONSTRUCTION MANAGER ONLY UPON
APPROVAL Of SPECIFIC UTILITY OWNER .
EXTREME CAUTION SHOULD BE USED BY THE
CONTRACTOR IM-IEN EXCAVATING OR DRILLING
PIERS AROUND OR NEAR UTILITIES.
3. ALL SITE WORK SHALL BE AS INDICATED ON THE
DAA\/I/INGS AND PROJECT SPECIFICATIONS.
4. IF NECESSARY. RUBBIS H . STUMPS. DEBRIS.
STICKS, STONES ANO OTHER REFUSE SHALL BE
REMOVED FROM THE SITE AND DISPOSED OF
LEGALLY.
5 , ALL EXISTING INACTIVE SEWER. WATER, GAS,
ELECTRIC AND OTHER UTILJTIES. WHICH
INTERFERE VVITH THE EXECUTION OF THE WORK,
SHALL BE REMOVED ANO/OR CAPPED, PLUGGED
OR OTHER\/I/ISE DISCONTINUED AT POINTS
IM-IICH WILL NOT INTERFERE WITH THE
EXECUTION OF THE WORK, SUBJECT TO THE
APPROVAL OF CONTRACTOR. OWNER AND/OR
LOCAL UTILITIES.
6 CONTRACTOR SHALL DETERMINE THE
ACCURATE LOCATION OF EXISTING
UNDERGROUND FACILITIES PRIOR TO ANY
EXCAVATION.
7. CONTRACTOR SHALL CEASE EXCAVATING l F
UNIDENTIFIED UTILITIES ARE ENCOUNTERED.
8 CONTRACTOR SHALL IMMEO!ATELY NOTIFY THE
UTILITY OWNER OF EXCAVATION DAM AGE ANO
TAKE STEPS TO MITIGATE DAMAGE ANDI OR
ASSISTVVITH REPAIR .
9. CONTRACTOR SHALL PROVIDE ADEQUATE
SHORING. BACKFILL ANO OTHER PHYSICAL
SUPPORT TO PROTECT UNDERGROUND
UTILITIES.
10. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO
EXISTING SITE DURING CONSTRUCTION.
11. THE CONTRACTOR SHALL PROVIDE SlTE
SIGNAGE IN ACCORDANCE \/I/ITH VER IZON
\/I/IRELESS AND AUTHOR ITY HAVE JUR!SD!CT!ON
SPEC IFICATIONS FOR SITE SIGNAGE.
12 . CONTRACTOR SHALL MINIMIZE DISTURBANCE TO
EXISTING SITE DURING CONSTRUCTION.
EROSION CONTROL MEASURES. IF REQU IRED
DURING CONSTRUCTION, SHALL BE IN
CONFORMANCE WITH THE LOCAL GUIDELINES
FOR EROSION AND SEDIMENT CONTROL.
CONCRETE NOT ES
1. ALL POURED-IN-PLACE CONCRETE SHALL HAVE
AN ULT/MATE COMPRESSIVE STRENGTH OF 4.000
PSI AT 28 DAYS, UNLESS OTHERWISE NOTED
(DESIGN BASIS 2.500 PSI-NO SPECIAL
INSPECTION REQUIRED). CEMENT TO BE TYPE !I
FROM TESTED STOCK PEA ASTM C-150
2. CONCRETE FORM TOLERANCES SHALL BE
\/I/ITHIN THE STANDARDS SET BY THE AMERICAN
CONCRETE INSTITUTE.
J. ALL REINFORCING STEEL, ANCHOR BOLTS.
DOWELS AND OTHER INSERTS SHALL BE
SECURED IN POSITION AND INSPECTED BY THE
LOCAL BUILDING DEPARTMENT INSPECTOR
PRIOR TO THE POURING OF ANY CONCRETE.
4. NO PIPES OR DUCTS SHALL BE PLACED IN
STRUCTURAL CONCRETE UNLESS SPEC IFICALLY
DETAILED. REFER TO ARCHITECTURAL,
MECHANICAL, PLUMBING AND ELECTRICAL
DR A\/I/I NGS FOR LOCATIONS.
5. FORM EXPOSED CORNERS OF COLUMNS, BEAMS.
WALLS, ETC . Vv\TH 314 IN CH CHAMFERS UNLESS
DETAILED OTHERWISE.
6 , PROVIDE LIGHT BROOM FINISH ON ALL EXPOSED
CONCRETE UNLESS NOTED OTHER\/I/ISE.
1 REINFORCING STEEL SHALL CONFORM .TO ASTM
A-615 GRADE 60 U.O.N .
2. BARS SHALL BE CLEAN OF MUD. OIL CR OTHER
COATINGS LIKELY TO IMPAIR BONDING.
J . ALL REINFORCING SHALL BE SECURED IN PLACE
PRIOR TO PLACING CONCRETE OR GROUTING
MASONRY.
4. REINFORCING STEEL SHALL BE SPLICED AS
SHOWN OR NOTED. SPLICES AT OTHER
LOCATIONS SHALL BE REVIEWED BY THE
STRUCTURAL ENGINEER.
STEEL NOT ES
1. ALL STRUCTURAL ANO MISCELLANEOUS STEEL
SHALL CONFORM TO ASTM A·36 AND SHALL BE
FABRICATED AND ERECTED IN ACCORDANCE
VVITH A.I.S.C. SPECIFICATIONS FOR THE DESIGN
FABRICATION ANO ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS. LATEST ADDITION.
2. BOLTS SHALL CONFORM TO ASTM A307. UNLESS
NOTED OTHER\/I/ISE.
3. PIPE STEEL SHALL CONFORM TO ASTM A-53.
GRADES.
4. PLATES SHALL CONFORM TO ASTM A-JG.
S. ALL STEEL PERMANENTLY EXPOSED TO
WEATHER. (!NCLUDING NUTS. BOLTS. WASHERS)
SHALL BE HOT-DIP GALVANIZED AFTER
FABRICATION .
6 , INSTALLATION OF CONCRETE
EXPANSION/WEDGE ANCHOR. SHALL BE PER
MANUFACTURER'S WRITTEN RECOMMENDED
PROCEDURE. THE BOLT, DOWEL OR ROD SHALL
CONFORM TO MANUFACTURER'S
RECOMMENDATION FOR EMBEDMENT DEPTH OR
AS SHOWN ON THE DRAVVINGS. NO REBAR SHALL
BE CUT WITHOUT PRIOR CONTRACTOR
APPROVAL WHEN DRILLING HOLES IN
CONCRETE. SPECIAL INSPECTIONS, REQUIRED
BY GOVERNING CODES. SHALL BE PERFORMED
IN ORDER TO MAINTAIN MANUFACTURER'S
MAXIMUM ALLOWABLE LOADS.
WELDI NG NOTES
1. THE QUALITY OF MATERIALS AND THE
FABRICATI ON OF ALL WELDED CONNECTIONS
SHALL BE IN CONFORMANCE \/I/ITH THE
AMER ICAN WELDING SOCIETY'S STRUCTURAL
WELDING CODE. AWS 01.1 LATEST EDITION ,
2. WELDING SHALL BE LIMITED TO SINGLE PASS
FILLET WELDS. AND SHALL BE PERFORMED BY
CERTIFIED WELDERS IN AN APPROVED SHOP
PER CBC SECTION 1704.2 .5 ,2 . NC SPECIAL
INSPECTION OF WELDING IS REOU!REO.
3. ALL WELDING SHALL BE DONE BY CERTIFIED
WELDERS USING PRE•OU ALIFIED WELDING
PROCEDURES.
PA I NTING NOTES
1, EXTRA MATERIALS: DELIVER TO OWNER 1
OU ART OF EACH COLOR AND TYPE OF FINISH
COAT PAINT USED ON PROJECT. IN CONTAINERS.
PROPERLY LABELED AND SEALED.
2. MANUFACTURER SHALL BE TNEMEC COMPANY
INCORPORATED. UNLESS NOTED OTHERWISE.
J. MATERIAL COMPAT!BILITY: PROVIDE MATERIALS
THAT ARE COMPATIBLE \/I/ITH ONE ANOTHER AND
WITH SUBSTRATES.
4, FOR EACH COAT IN A PAJNT SYSTEM. PROVIDE
PRODUCTS RECOMMENDED IN WRITING BY
MANUFACTURERS OF TOPCOAT FOR USE IN
PAINT SYSTEM AND ON SUBSTRATE INDICATED.
5. REMOVE HARDWARE. ANO SIMILAR ITEMS THAT
ARE NOT TO BE PAINTED. MASK ITEMS THAT
CAt<NOT BE REMOVED. REINSTALL ITEMS IN
EACH AREA AFTER PA/NT/NG IS COMPLETE.
6. CLEAN AND PREPARE SURFACES IN AN AREA
BEFORE BEGINNING PAINTING IN THAT AREA.
SCHEDULE PAINTING SO CLEANING OPERATIONS
WILL NOT DAMAGE NEWLY PAINTED SURFACES.
7 . APPLY PAINTS ACCORDING TO
MANUFACTURER'S WRITTEN INSTRUCTIONS.
8. APPLY PAINTS TO PRODUCE SURFACE FILMS
WITHOUT CLOUOJNESS, SPOTTING. HOLIDAYS.
LAPS. BRUSH MARKS. ROLLER TRACKING, RUNS.
SAGS. ROPINESS. OR OTHER SURFACE
IMPERFECTIONS. CUT IN SHARP LINES ANO
COLOR BREAKS.
9. !F UNDERCOATS OR OTHER CONDITIONS SHOW
THROUGH TOPCOAT. APPLY ADDITIONAL COATS
UNJ"IL CURED FILM HAS A UNIFORM PAINT FINISH.
COLOR. AND APPEARANCE.
10. SEE SPECIFICATIONS SECTION 09 90 00 FOR
PAINTING ANO COATING SPECIFICATIONS.
LIGHTING NOTES
1. LUMINAIRES. JUNCTION BOXES.1-1 12" RIGID
METAL CONDUIT, 1-1 12" PVC CONDUIT. AND
POLES SHALL COMPLY VVITH SECTION 86 OF THE
CAL TRANS STANDARD SPECIFICATIONS ANO
CITY OF CUPERTINO STANDARD DETAILS
2. LUMINAIRES MAY BE CUT OFF. TYPE M·II OR M•III
I.E .S. LIGHT DISTRIBUTION. UNLESS OTHERWISE
NOTED. AT CUL•DE-SACS use TYPE M•III OR
BETTER . UNLESS OTHERWISE NOTED
J, THE SERVICE SUPPLYING ELECTROLIER CIRCUIT
SHALL BE FUSED AND GROUNDED IN
ACCORDANCE W ITH NATIONAL ELECTRICAL
CODE AT THE FIRST JUNCTION BOX. AN
ADDITIONAL FUSE JS AEOUIREO AT EACH
ELECTROLIER ON ANY UNGROUNDED
CONDUCTOR. CONDUCTORS SHALL BE •S THW
UNLESS OTHERWISE NOTED AND ALL SERVICE
SHALL BE 120 VOLT. PHOTO ELECTRIC UNIT
CONTROL IS TO BE LOCATED AT THE LUMIN AIRE
UNLESS OTHERWISE NOTED
4. THE CONTRACTOR SHALL OBTAIN A SERVICE
POINT CONFIRMATION ANO A CLEARANCE FROM
THE CITY OF CUPERTINO PUBLIC WORKS
DEPARTMENT PRIOR TO INSTALLING ANY
FOUNDATIONS, POLES . CIRCUITS AND
CONDUCTORS. UNDERGROUND SERVICE ALERT
SHALL BE USED TO VERIFY LOCATION OF OTHER
UNDERGROUND UTILITIES.
5. PRIOR TC PLACING ANYVVORK OTHER THAN
CURB AND GUTTER. THE CONTR ACTOR SHALL
SUPPLY THE CITY OF CUPERTINO PUBLIC
WORKS DEPARTMENT WITH A PACIFIC GAS ANO
ELECTRIC COMPANY ELECTRICAL POlNER
DESIGN VVITH ELECTRICAL SERVICE POINTS AND
POLE NUMBERS.
6. A CITY OF CUPERTINO PUBLJC WORKS
DEPARTMENT CONNECTION ORDER IS REQUIRE
TO ENERGIZE ANY ELECTRCLIER OR EQUIPMENT
(PROVIDED BY THE CITY OF CUPERTINO AFTER
COMPLETION AND INSPECTION FOR SUBMITTAL
TO PACIFIC GAS AND ELECTRIC),
7. CONTACT PACIFIC GAS AND ELECTRIC FOR
ADDITIONAL REQU IREMENTS AND CONTACT THE
CITY OF CUPERTINO PUBLIC WORKS
DEPARTMENT FOR INSPECTIONS OF
FOUNDATIONS FORTY EIGHT HOURS PRIOR TO
FOUNDATION POURING ANO ELECTRICAL
INSPECTIONS.
8. THE CONTRACTOR SHALL SUPPLY TO THE CITY
OF CUPERTINO FOR APPROVAL.
MANUFACTURER'S SUBMITIALS FOR ALL NEW
LUMINAIRES.
9. ALL CONDUCTORS SHALL BE SIZED IN
ACCORDANCE WITH THE NATIONAL ELECTRICAL
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SITE, =CP~s=ca=,='---------
200, 1 B OLLINGER ROAD
CUPER11NO CA 95014
BASIS OF BEARING
BEAR IN GS SHO~ HEREON AR[ BASBl UPOI U.S. STATE PLANE
NAD6J COORDINATE STSlEM sr11 rF PIAI/F COORDIIMTF. ZONF :j,
OCTERMINEO BY GPS OOSERVATIONS.
BENCI-MAAK
ELrVATION ESTABLISHED FROM GPS DERl\1:'.D ORTHOMETRIC
HEIGHTS, APPLYING GEOID 1111 SEPARII.TICNS, CONSTRAINING TO
NGS CONTROi. STATION 'LUTZ' ELEVATION -450.0' (NA\1De8)
SURVEY DATE
B/24/16
S1.RIEYOFl'S NOlES
AU. EAS£MEHTI;: CONTAINED IN SAID TITLE REPORT AFFECTING
'THE IMMEDIAlE AREA SURROUNDING THE L£ASE HAVE. BEEN
PLOmD. S1.JR\-£YOR HAS NOT PERFORMED A SEAROi OF PUBLIC
RE:CORDS TO DE1ERMINE ANY DETECT IN Tin.E ISSUED.
'THE BOUNDARY SHO"MII HEREON IS PLOTIED FROM RECORD
INFORMATION AND DOES NOT C0,1STITU1E A BOUNDARY SURVEY
OF 'THE PROPERTY. -,,.,.
lJTUTY NOTES
SURVEYOR DOES NOT GUARANTEE THAT AU. UTl..JTlES ARE
SH0\111'1 OR THEIR LOCATIONS. IT lS Tl-lE RESPONSIBILITY c:F THE
CONTRACTOR AND DEVELOPER TO CONTACT U.S.A. AND ANY
OTHER INVOLVED AGENCIES TO LOCATE ALL UTILITIES PRIOR TO
CONSlRUCTION. REMOVAL, RELOCATION AND/ OR REPLACEMENT
IS THE RESPONSIBILITY Of THE CONTRACTOR.
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1, EXISTING UNDERGROUND SUBSURFACE UTILITIES SHOV\i111 ARE
APPROXIMATE ONLY AND SOLELY BASED ON CLIENT PROVIDED
INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
DETERMINE THE ACCURATE VERTICAL ANO HORIZONTAL
LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO
COMMENCING CONSTRUCT ION . NO RE PRESENTATION IS MAD E
THAT ALL EXISTING SUBSURFACE UTILITIES ARE SHO'NN.
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NO TES :
1. REPLACEMENT STEEL LIGHT POLE SHALL BE 7 GA. MINIMUM MODIFIED TYPE
15 POLE BY VALMONT INDUSTRIES. INC. WITH SINGLE ARM ASS EMBLY (AR M
LENGTH TO MATCH EXISTING) OR APPROVED EOUAL B Y COMMSCOPE.
2. EXISTING POLE MOUNTED SIGNAGE SHALL BE RE LOCATED TO NEW POLE.
J . REPLACEMENT MAST ARM AND LUMINAIRE SHALL BE ORIENTED
PERPENDICULAR TO CENTERLINE OF EXISTING ROADWAY.
4. DEMO EX ISTING ASPHALT ANO SIDEWALK TO EXISTIN G CONTROL JOINTS AS
REQUIRED FOR DEM O OF EXISTING POLE FOUNDATION AND PlACEMENT OF
NEW FOUNDATION. REPLACE EXISTING ASPHALT AND SIDEWALK IN KIND.
5. NEW POLE FOUNDATION. ANCHORAGE OF PEDESTAL BASE CABINET TO
NEW FOUNDATION. ANCHORAGE OF POLE TO BASE CABINET AND
STRUCTURAL ENGINEERING ANALYSIS OF NEW POLE AND BASE BY
COMMSCOPE.
6. NEW LUMINAIRE ANO CONTROLLER SHALL BE RSIM..1 , 3ME.. 40K7. BY CREE
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PERPENDICULAR TO CENTERLINE OF EXIST ING ROADWAY.
4 . DEMO EXISTING ASPHALT AND SIDEWALK TO EXISTING CONTROL JOINTS AS
REQU IRED FOR DEMO OF EX ISTIN G POLE FOUNDATION ANO PLACEMENT OF
NEW FOUNDATI ON . REPLACE EX.1STING ASPHALT AND S!DEWALK IN KlND
5. NEW POLE FOUNDATION. ANCHORAGE OF PEDESTAL BASE CABINET TO
NEW FOUNDATION . ANCHORAGE OF POLE TO DASE CAO IN ET ANO
STRUCTURAL ENGJNEERING ANALYSIS OF NEW POLE ANO BASE BY
COMMSCOPE.
6 . NEW LUMINAIRE ANO CONTROLLER SHALL BE RSV\IM . JME. <10K7. BY CREE
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UNIT
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CB C l923T-431 0 OIPLEXER DIMENSIONS
HE IGH T .t.:i .sr
:tll ,JS"
DEPTH I :t2.48"
CBC1923T-4310 OI PLE XER WE IGHT
OIPLEX.E R r.i LBS_,_
~
1. COMMSCOPE PART# E11F13P06
2 . Al l CONNEC TOR S SHALL BE WEATHERPROOFED.
J, IN STALL IN STRICT ACCORDANCE W ITH COMMSCOPE
INSTALLATI ON M ANU AL.
MAIN DISCONNECT SCALE:
N'.TT DIPLEXER 8 s~~~:= I 6
2"·6"
CN) PSU AC 08 POWER LLl
\t:) (7'\IN) LOAD CE \ER-
INTERFACE. TY P. Of (2)\
(N)RR US32 ~
UN IT. TYP. OF (2)\.t;) ~ $ ~ISEL= \$
'· LU!N)MAJN Y-~,---)N)DI PLEXER .f7\
~DISCONNECT ---• _ al TYP.O'i21 ~ lo
\. : .;.
COMMSCOPE
ANCHORAGE OF
(NJ POLE TO
PEDESTAL BAS E
BY COMMSCOPE
ACCESS DOOR
FOR DISCONNECT.
ACCESS
(N) STEE L PE DESTAL BASE
CABIN ET. TY P. OF COMMSCOPE
SSC -760238040X.1JJ
"METRO CE LL CABINET"
, 1111 (N)MAIN @ Pr---1lllllt DISCONNECT jO,,o-Hf---pROVIOE
ELEVATION A
(~O)
NOTES:
DEDICATED
PG&E PAO LOCK
&ie"SHAFn
~MMSCOPE. PART• SSC•760238040X.133 M ETRO CELL CABINET.
2. INSTALL IN STR ICT ACCOR DANCE WITH COMMSCOPE INSTALLATION MANUAL.
J. CABINET TO BE FACTORY POV\'ER COATED BA TILE SH IP GRAY.
]
nf1
I II~
~'t::l
E L EVATION C
(DOOR OPEN)
S. NEW POLE FOUNDATION, ANCHORAGE OF PEDESTAL BASE CABI NET TO NEW FOUNDATI ON. ANCHORAGE OF
POLE TO BASE CABI NET AND STRUCTUR AL EN GINEERING AN ALYS IS OF NEW POLE AND BASE BY COMMSCOPE.
PEDESTAL BASE CABINET SC ALE:
N'.TT 7
I~ {D ir~ U
FRONT ELEVATION SIDE E LEVATION
SQUARED Q0816L 100RB L OAD CENTER DIMENSIONS
:r.1~.ss·
DEPTH I :t4.27"
SQUARED 00816L 100RB LOAD CENTER WEIGHT
\NE IGHT :t\OLBS.
NOTES:
~UARE O PART# 00816l100RB.
2. NE M A JR OUTDOOR RATED. 100A. 12DJ240 VOLT, 1
PHAS E LOAD CENTER .
3. INSTALL IN STRICT ACCORDANCE W ITH SQUAR E
DI SCHNEIDE R ELECTR IC INSTALLATION MANUAL.
LOAD CENTER PANEL
NOTES:
~ 1 (,._.__, ';I METER . WATTHOUR
SMARTMETER
(FURN ISHED &
INSTALLED BY PG&E)
(NJ NEM A 3 POLE. 3
WI RE LOC KING-TYPE
RECEPTACLE
SIDE E L E V ATION
PG&E S MARTPOLE METER DIM ENSIONS
DIAMETER j :t4.5"
HEIGHT I :t:?.S-
PG&E SMARTPOL E METER WEIGHT
WEIGHT I ±3LBS.
~&E CODE#M241490.
PG&E TO PERFORM RF SIGNAL TEST.
INSTALL IN STRICT ACCOR DANCE WITH PG&E UTILITY
BULLET!N FOR SMAR TPOLE M ETER SERVICE .
WIRELESS METER s~~~;= I 4
ANSI SAFETY
YELLOW
CAUTION NOTICE
WHITE
/...I 11 / \ 1::;:.,,""::"::..-:.=::::::::.11 BACKGROUND
J ll m ,-..::_,:_;--t AN SI SA SE7Y :::-~ YELLOW SYMBOL
··-BLACK LE TIER ING,
/\ TYP.
NOTES:
~TODOR RATE D SELF A DHESIVE V INYL DEC A L 'MTH UV.
CHEMICAL, AB RAS ION AND MOISTURE RESISTAN CE.
2. POS T SIGN/ DECAL 9'--0" BELOW BOTTOM OF NEW ANTENN A.
3. CONTRACTOR TO CONFIRM SPECIFIC SIGN REQUIREMENTS
IMTH VERIZON WIRELESS. THE CITY OF CUPERTINO. FC C AND
AUTHOR ITIES HAVING JURISDI CTION PRIOR TO FABRICATION.
4, SIGN SHALL LISTI DISPLAY OWNERSHIP COMPANY'S NAME.
CONTACT NUM BER ANO SPECIFIC SITE IDENTIFICATION.
5. SIGN COLORS. SYMBOLS ANO LAYOUT SHALL CONFORM TO
ANSI 2535.1, A NSI 2535.2 A NO ANSI C95.2•2D07.
SIGNAGE/ DECAL SCALE:
N'.TT 5
(N) MOUNTING
BR ACKET
SUPPLIED WI
RRUS UNIT
H~ uf
N)RRUS32
UNIT
NJ MOUNTING
BRACKET
SUPPL!E D WI
RR US UNIT
NOTES:
~CSSON PART• RRUS 32
2. Al l CONNECTORS SHALL BE WEATH ERPROOFED.
3. INSTALL IN STR ICT ACCORDANCE WITH ERICSSON
INSTALLATION M ANUAL.
4. MOUNT UNIT TO PEDESTA L BA SE CABIN ET
MOUN TI NG PLATE IMTH M8 X 16MM GALVANIZED HEX
MACHINE BOLTS, TYPICAL OF (<I) PER UN IT M IN IMUM.
RRUS 32 UNIT
~ ~,~
j ~ROUNDING n t ->NTERSACE ~
OUTPUT INPUT
PO\NER POWER
SCALE:
""""ij:f.s
FRONT ELEVATION S IDE ELEVATION
J;:RICSSON PSU AC 08 DIMENSIONS
HE IGH T
'MOTH
DEPTH I :t3"
ERICSSON PSU A C 08 WEIGHT
\NEIGHT t10LBS.
NOTES·
~CSSON PART# PSU AC 08
2. ALL CONNECTORS SH ALL BE WEATHERPROOFED.
3. INS TALL IN STRICT ACCORDANCE WITH
ER ICSSON INSTALLATION M A NU AL.
PSU AC 08 UNIT SCALE:
N'.TT 2
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P LAN
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)NI CONC. I . .
1
FOUNDATION , ' ' ', : ••
ri!~sNC~~E) .' \ .. • : , : " •
-.· •,
(N)#4@12"
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{N)J'.O"DIA.
CONC.
FOUNDATION
SECTION A
~;~~;c~~-~,-==b="""="'======="===='=-
S ECTION B
~
DEMO EXISTING SIDEWALK TO EXISTING CONTROL JOINTS AS REQUIRED FOR DEMO OF EXISTING AND PLACEMENT OF NEW
FOUNDATION ANO TOPPING SLAB. REPLACE EXISTING SIDEWALK IN KIND.
2. PROTECT E)(ISTI NG CONCRETE CURB IN PLACE.
3. ANCHOR BOLTS ANO RACEWAYS SHALL BE SEC URED IN PLACE PR IOR TO PLACEMENT OF CONCRETE.
v
USE MANUFACTURER PROVIDED TEMPLATE FOR PLACEMENT OF ANCHOR BOLTS . RE MOVE ALL GREASE. OIL, DIRT AND
CONTAMINANTS FROM ANCHOR BOLTS VIIITH SU ITABLE SOLVENT. CENTER ANCHOR BO LT GROUP ON CONCR ETE FOUNDATION, PLACE
ANCHOR BOLTS IN A PLUMB POSITION . POINT HOOKS TOWARD THE CENTER OF THE FOUNDATION. VERIFY REQUIRED ANCHOR SOLT
PROJECTION.
ALL TIES SHALL HAVE 6" HOOKS AS SHOVVN . ALL VERTICAL BARS SHALL STOP 3" SHORT OF TOP AND BOTTOM OF FOUNDATI ON . ALL
TIES SHAU HAVE J" MINIMUM OF COVER.
6. CABLE TR ENCHES AND FOUNDATION SHALL BE BACK FILLED AND COMPACTED PRIOR TO ERECTION OF NEW LIGHT POLE.
7. THE FOUNDATION SHALL CURE A MINIMUM OF (7) DAYS PR IOR TO INSTALLATION OF PEDESTAL SASE AND POLE.
CONCRETE TOPPING SLAB
~
~
~
15"DIA.,_
---(Nl VERIZON wiRELEssLD
CYLINDER ANTENNA ~
ANCHOR ANTENNA TO
MOUNT PER MFR.
SPECIFICATIONS
(N) FRP CONCEALMENT
SHROUD
(NJ STEEL ANTENNA
MOUNT
{N) IMRELESS SMART@
METER A 3
~~!N)\MRELESSMETER •
MOUNT (SUPPLIED WI
CONCEALMENT SHROUD)
(El OR (N) :.TCCL
~
;.;
0 .J .:.!i
~
NOTES:
MAST ARM
CONCEALMENT SHROUD/
ANTENNA MOUNT TO STEEL
LIGHT POLE BY WESTERN
UTI LITY TELECOM , INC. (110-210)
(N) TAPERED SHEET
METAL SKIRT
+-----,(El OR (N) STEEL
LIG HT POLE
SECTION AT
CONCEALMENTSHRO UO
ISO METERIC AT
CON~OUD
(N) FRP CONCEALMENT
SHROUD CAP
(N) FRP CONCEALMENT
SHROUD
(E) OR (Nj STEEL
M AST ARM
~g.:~;:I~~ SHEET
(E)OR (N)STEE L
LIGHT POLE
~WFRP CONCEALMENT SHROUD. GALVANIZED SHEET METAL SK IRT. ANTENNA/ LIGHT POLE MOUNT ANO MOUNTING
COMPONENTS BY WESTERN UTILITY/ TELECOM, INC. (PHONE: 503-587-0101) (!0#210).
2. FRP CONCEALMENT SHROUD MOUNT TO LIGHT POLE BY WESTERN UTILJTYI TELECOM. INC.
3. PAINT NEW FRP SHROUD AND EXPOSED MOUNTING COMPONENTS TO MATCH LIGHT POLE.
4. PO\NOER COAT NEW GALVANIZED SHEET METAL SKIRT AND EXPOSEO MOUNTING COMPONENTS TO MATCH LIGHT POLE.
5. GROUND NEW ANTENNA PER MANUFACTURER'S SPECIFICATIONS.
CONCEALMENT SHROUD SCALE:
N.T.S
,,
·.6':o~ [J
fbM:! ~
C YLINDER ANTENNA DIMENSIONS
HEIGHT I .t24"
CYLIN DER ANTENNA WEIGHT
ANTENNAVVEIOHT .t27LBS.
s;_~~;: I 2 SCALE:
N.T.S 3 CYLINDER ANTENNA
=-JAMES VACCARO
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DETAILS
A -4
NOTES:
1. ALL GROUND ELECTRODE SYSTEMS SHALL BE BONDED TOGETHER. AT OR BELOW GRADE. BY Tl/VO OR
MORE COPP~R BONDING CONDUCTORS IN ACCORDANCE WITH THE CEC.
2. PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 ANO 81) FOR NEW
GROUND ELECTRODE SYSTEM. PROVIDE SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO
ACHIEVE A TEST RESULT OF 5 OHMS OR LESS.
3 . EACH RRU UNIT ANO PSC AC UNIT SHALL BE DIRECTLY CONNECTE D TO THE GROUND BAR WITH GREEN
INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES. 6 AWG COPPER OR LARGER.
4. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE.
5. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL
COMPRESSION ANO BOLTED GROUND CONNECTIONS.
6. GROUND CONDUCTORS SHALL NOT BE ROUTEO THROUGH METALLIC OBJECTS THAT FORM A RING
AROUND THE CONDUCTOR . SUCH AS METALLIC CONDUITS. METAL SUPPORT CLIPS OR SLEEVES. WHEN
lT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS.
NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED.
(N) STEEL STREET
LIGHT POLE
~
INJ VER~ONIMRELESSLL\
CYLINDER ANTENNA ~
SGll
~
t--lN) 12 AWG TO ANTENNA
1
"ou,eo """'" eo,e,
~ l
I
1
il
~~NJ~::tu~~T~~;~~ISPSU
(NJ #6 AWG TO PSU AC 08 UNIT
(ROUTED WITHIN PEOESTAL BASE)
(NJ #6 AWG TO RRUS 32 UNIT
(ROUTED WITHIN PEDESTAL BASE)
~ AC 08 POWER INTERFACE
~
(NJ MAJN GROUND BAR
(MGB) IN PEDESTAL BASE
CABINET (SUPPLIED WITH
PEDESTAL)
t!ifji} (N) LOAD CENTER/
DISCONNECT LOCATED
WITHIN PEDESTAL BASE
CABINET
_fil_§_R A DE
~{N) CONCRETE
~FOUNDATION r :. ·· · . .-1
1
LJ
(N) #6 AWG TO PSU AC 08 UNIT
(ROUTED WITHIN PEDESTAL BASE)
(NJ #6 AING TO RRUS 32 UNIT
(ROUTEO WITHIN PEDESTAL BASE)
(NJ STREET LIGHT
JUNCTION BOX/VAULT
@
{N) ~· DIA. X 10'-0" LONG
COPPER CLAD GROUND
ROO
EQUIPMENT GROUNDING DIAGRAM s~-~~;: 12
NOTES:
1. PROVIDE ELECTRICAL SERVICE EOUIPMENTWITH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE
FAULT CURRENT FROM THE Pcw.£R UTILITY.
2. ALL SERVICE EQUIPMENT ANO INSTALLATION SHALL COMPLY WITH THE PREVAILING LATEST EDITION OF THE
CALIFORN IA ELECTRICAL CODE. 2017 NFPA 70, AUTHORITY HAVING JURISDICTION ANO UTILITY COMPANY.
3. CONDUCTORS SHALL BE SPLICED 1N ACCORDANCE IIVITH STATE OF CALIFORNIA DEPARTMENT OF
TRANSPORTATI ON STANDARD PLAN ES-13, COMPRESSION CONNECTOR AND WATERPROOF.
r----i
(N)FRPCONCEALMENT~ I
SHROUD i i
(N) "SMARTPOLE" METER .Tu' '
WATTHOUR (SMARTMETER). I
FURNISEO INSTALLED BY •
11
'
PG&E M
i '
(N) J PIN LOCKING ,JO--,---,
RECEPTACLE
:T~~=~~~~:~i:~!----,
SHROUD
(N} (1) •12 HOT -----"1-i'"-----+--4'
{WITHIN POLE)
{NJ (1) #12 HOT-----t-t---9'
I (WITHIN POLE)
(NJ 60A FU SEO MAI N OISCONNECT+-J----ft-
MOUNTED IIVITHIN PEDESTAL BASE
(SUPPLIED WITH PEDESTAL)
3
(N)(1)#12HOT,Y."C. I I' j l {WITHIN PEDESTAL)
(N)(1)#12HOT.Y."C. __ __
(WITHIN PEDESTAL)
@ (N) LOAD CENTER MOUNTED
IMTHIN PEDESTAL BASE
(SUPPLIED 11111TH PEDESTAL)
(N)(1 )#8HOT------'P
(WITHIN POLE)
{N){1)#8HOT-----H'
(WITHIN POLE)
VERIZON WIRELESS POWER
P.O.C. SEE DETAIL BELOW
:~kNJii:2
12
u~~T~:;,E!:;'.,
C :~~:;A~:OWER 2
A·J
C (N) (4)Y." SUPERFLEJI: COAX
C I 'U. CABLES (WITHIN POLE) (IN
c ___ \_J t~~~~~~~;;~~~TE NNA IN
C f / ~~:~:7~~~NE:~;:~~I~
0 t f~ ;N~~;>~~~u
8
:es;;LEJI: coAX
CABLES (WITHIN POLE) (IN
1-112"R ISER-GARD
INNER DUCT) TO ANTENNA IN
CONCEALMENT SHROUD
(N) VERIZON WIRELESS I
• RRUS32 UNIT (PCS) WI A-3
~~~:;A~:OWER A~3
.,..._1--t--(NJ (2) •12. (1) #12 GNO.
(\'\')THIN PEDESTAL BASE)
(N)(21 •12,(ll•12GNO.
I (WITHIN PEDESTAL BASE)
?--(N) 2 PAIR FIBER .
I (WITHIN POLEI
I (IN MAXCELL
I INNER DUCT)
[fJ-(N! VERIZON WIRELESS@
FIBER DEMARC WITHIN 7
PEDESTAL BASE A-3
: ~seur:":i;~~l WITH
'!>---,--(N) (2) #12, (WITHIN
PEDESTAL BASE)
oo--+-~l:l~A~:ci:s;~L -F
(N)N-16STREETLIGHT~ JUNCTION BOX/ VAUL Tl
(N) INCOMING 6 PAIR
FISER BY FIBER
PROVIDER . (El CONO:\ __ ......_ __ _
(N)(1)#2GN0. / BASE DOOR) (SUPPLIED
IIVITH PEDESTAL BASE)
IN TRENCH . ·---"i r
~=--=--=--==--=V---=l
(E)240V(2J•BCITYOF__/ -------
CUPERTINO STREET
LIGHT CONDUCTORS.
SEE SHEET EP-2
(WITH IN POLE) TO (N) I
r F -GROUND ROO __ /,,
(N)X"DIA.Jl:10'-0-
GROUND ROD
I
4------(N) VERIZON WIRELESS
SHEET NOTES
I . COMPLY WITH GOVERNING CODES ANO REGULATIONS OF
AUTHORITIES HAVING JURISDICTION. PROVIDE PRODUCTS
OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN
SATISFACTORY use IN SIMILAR SERVICE FOR THREE
YEARS. USE EXPERIENCED INSTALLERS. DELIVER ,
HANDLE. ANO STORE MATERIALS IN ACCORDANC E WITH
MANUFACTURER'S INSTRUCTIONS.
2. COORDINATE WITH UTILITY COMPANY FOR SITE SPECIFIC
1/VORK ANO MATER IAL REQUIREMENTS PRIOR TO START
OF CO/ilSTRUCTION .
3. PROVIDE ALL CONDUIT. PULL ROPES , PULL BOXES.
CONCRETE ENCASEMENT(IF REOU1RED). BARRIERS. POLE
RISERS. TRENCHING. BACKFILL. AS REQUIRED PER SITE
SPECIFIC REQUIREMENTS.
4. OBTAIN PERMITS FROM AUTHORITIES HAVING
JURISDICTION REOUJRED TO PERFORM THE WORK, PRIOR
TO START OF CONSTRUCTION.
5. NOTIFY CONSTRUCTION MANAGER OF EJtlSTLNG
CONDITIONS DIFFERING FROM THOSE INDICATED.
6. PROVIDE SERVICE ENTRANCE EQUIPMENT 11\iHH FAULT
CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT
CURRENT FROM THE POWER UTILITY PROVIDER.
7. REV1EWANO INSPECT EXISTING COND1TIONS. GROUNDING
SYSTEM AND LIGHTING PROTECTION SYSTEM FOR
COMPLIANCE WITH THE AUTHORITY HAVING
JURISDICTION. REPORT AN Y ADVERSE FINDINGS TO THE
CONSTRUCTION MANAGER PRIOR TO PROCEEDING .
6 . PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO
EARTH TESTING FOR NEW GROUND ELECTRODE
SYSTEM S. PROVIDE SUPPLEMENTAL GROUND
ELECTRODES AS REQU IRED TO ACHIEVE A TEST RESULT
9. ANTIOXIDANT COATINGS SHALL BE USED ON ALL
COMPRESSION ANO BOLTED GROUND CONNECTIONS.
10. ALL WIRING METHODS SHALL CONFORM TO THE LATEST
EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC)
ANO UTILITY COMPANY REQUIREMENTS AND AUTHORITIES
HAVING JURISDICTION.
11 . ALL BENDS ANDI OR OFFSETS SHALL BE MADE WITH
FACTORY SECTIONS USING APPROVED COUPLERS PER
CEC REQU IREMENTS.
12 . ALL EMPTY CONDUITS SHALL HAVE Ai' POLYPROPYLENE
PULL ROPE PROVIDED INSIDE AND SEALED WITH A DUCT
SEAL ON BOTH ENOS OF THE CONDUIT.
13. THE ENDS OF All CONDUITS INSTALLED SHALL BE SEALED
WITH A DUCT SEAL.
14. PROVIDE NEW METER AND DISCONNECT PER UTILITY
COMPANY REQU IREMENT~
SYMBOL LEGEND
---,---@---
--o--
$1RAIIO£CCOPPERCAOUND WI RE WIIH
GREEN600YIH\\'tl1NS1JLAIION
ORANCHCIRCLU
UrOCERGROO..:>
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S INGLE LINE DIA GRAM
CONDUCTORS PER r-----t-1--------------1 SINGLE LINE DIAGRAM C()t.l[JU T tURHED[)QOMj
(N)10AWATERPROOF 1-------t-· -------------.
FUSE (VERIZON
WIRELESS)
(N) N16 J UNCTI ON BOX.I. ] (2) #8 THW STREET r, -----
JUNCTION BOX POWER P.O.C.
TO REMAIN r------l (N) LEO STREET
(E) PG&E VAUL Tl r-----1 1 -,J LIGHT LUMIN AIRE
-n::n----
(E) N-9 VERIZON WIRELESS ~LIGHT CONDUCTORS
<,TV OF CUP ER TI NO>-__ ---e--•---1---9 ~,--ir ---4 p~~~~;~~;:F L ___ ~_J 'L ___ ]'---(NJ 10AWATERPROOF ---~---FIBERCWTICSl'LICEPANEL
"-. -------FUSE
~~~~~~~CTORS~ '------------~c;;;(~Fo~~:~RTINO) @
STREETLIGHT{S) STREETLIGHT(SJ ~lill
DETA IL A T (E) N -9 / (N) N-16
•
• SINGLE LINE DIAGRAM SC AL E:
N.'f.s
MEIEASOCIIE"TPERUIILITY
PROYIDERREDI.I REMEUIS
=-JAM ES VACCARO
A R C H I T E CT, I N C ,
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SINGLE LINE DIAGRAM ,
EQUIPMENT
GROUNDING DIAGRAM
EP-1
(N) 1.)S" DI A. (E)CITY:(2)#8
VERIZON: (N) 2X FIBER. (2) #2 GND
SCHEDULE B
SCHEDULE C
SCHEDULE 0
CONDUIT SCHEDULE
(N) 1)S• DIA.
(E) 1)S· OtA.
(N) 1)S"OIA.
(E) PG&E POLE/ (El CITj_O F
CUP ERTIN O ELECTR.~'f>L
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UTILITY PLAN
(El STREET LIGHT
POLE(#5097)
~(E)STREETLIGHT
POLE(#5098)
8' 16' J2'
SHEET NOTES
1, COMPLY \MTH GOVERNING CODES ANO REGULATIONS OF
AUTHORITIES HAVING JUR ISDICTION. PROVIDE PRODUCTS
OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN
SATISFACTORY USE IN SIMILAR SERVICE FOR THREE
YEARS. USE EXPERIENCED INSTALLERS.
2. OBTAIN PERMITS FROM AUTHORITIES HAVING
JURISDICTION REQUIRED TO PERFORM THE WORK. PRIOR
TO STAR T OF CONSTRUCTION
3. NOTIFY CONSTRUCTION MANAGER OF EXISTING
CONDITIONS DIFFERING FROM THOSE INDICATED.
4. PROVIDE SERVICE ENTR ANCE EQUIPMENT WITH FAULT
CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT
CURRENT FROM THE POWER UTILITY PR OVIDER .
5. REVIEW AND INSPECT EXISTIN G CONDITIONS. GROUNDING
SYSTEM ANO LIGHTING PROTECTION SYSTEM FOR
COMPLIANCE WITH THE AUTHORITY HAVING JURISDICTION .
REPORT ANY ADVERSE FINOINGS TO THE CONSTRUCTION
MANAGER PRIOR TO PROCEEDING.
6 . E,USTING UNDERGROUND WIRING, CONDUIT ANO FUSE
INFORMATION SHOWN IS BASED ON CLIENT PROVIDED
INFORMATION ANO BEST PRESENT KNOWLEDGE OF
EXISTING CONDITIONS. v.liERE CONDITIONS ARE
~<;..~~~~~~~~R6~\~~~~Ttouu~!k0 ~6~~Tc~;1~ENRJ:0
M
DETAILING SHOWN, SUCH DISCREPANCIES SHALL BE
CALLEO TO THE AmNTION OF THE I\RCHITECT PRIOR TO
PROCEEDING WITH THE WORK .
7. ALL WRING METHODS SHALL CONFORM TO THE LATEST
EDITION OF TH E CALIFORNIA ELECTRICAL CODE (CEC).
NFPA 70 AND APPLICABLE SECTIONS OF THE CITY OF
CUPERTINO DEPARTMENT OF PUBLIC WORKS STANDARDS.
8. A CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT
CONNECTION ORDER IS REQUIRED TO ENERGIZE ANY
ELECTROLIER OR EQUIPMENT CPROVID ED BY THE CITY OF
CUPERTINO AFTER COMPLETION AND INSPECTION FOR
SUBMIITAL TO PACIFI C GAS AND ELECTR IC).
9 CONTACT PACIFIC GAS AND ELECTRIC FOR ADDITIONAL
REQUIREMENTS AND CONTACT THE CITY OF CUPERTINO
PUBLIC VVORKS DEPARTMENT FOR INSPECTIONS OF
FOUNDATIONS FORTY EIGHT HOURS PRIOR TO
FOUNDATION POURING AND ELECTRICAL INSPECTIONS.
10. THE CONTR ACTOR SHALL SUPPLY TO THE CITY OF
CUPERTINO FOR APPROVAL, MANUFACTURER'S
SUBMITTALS FOR ALL NEW LUM IN AIRES.
11 . ALL CONDUCTORS SHALL BE SIZED IN ACCORDANCE WTH
THE NATIONAL ELECTRICAL CODE.
12. All OVERLOAD PROTECTION (FUSES) SHALL BE SIZED IN
ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE.
13. VVHENEVER AN INSTALLATION IS NEAR ANY OVERHEAD
WIRES/ CONOUCTORS, A CLEARANCE MUST BE OBTAINEO
FROM PACI FIC GAS AND ELE CTRI C PR IOR TO
INSTALLATION.
SHEET LEGEND
<ECONOU ITDIAMETER
CONDU IT APPROXIMATE
LENGTH IN LINEAR FEET
CONDUIT SCHEDULE M ARK
EXISTING. NEW. UNDEGROUND •
SURFACE MOUNTED (E·EXISTING.
N-NEW, U•UNOERGROUND •
S·SURFACE MOUNTED)
~EXISTING N·9 BOX (STREET
E::.J LIGHT VAULTII NUMBER
NEW N•16 BOX (STR EET
flR-uGHT VAULT)/ NUMBER/ NEW
E:::!j VERIZON 'MRELESS FIBER
SPI.ICE PANEL LOCATION
~~~~T~~~~;:~~~~L~~~~T~~~NT
OF CONNECTI ON
-----------·--EXISTING OR NEW CONDUIT ROUTE
1 .J.. 1..i .,,_ VERIZON 'MRELE SS POI/I/ER
POINT OF CONNECTION
~. 11,)jj j ·\ ~~~~~~/ ~~~L:~;.::EIR POINT
OF CONNECTION
_=-JA.MES VACCARO
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REV I DATE I ISSUE
10/2 412017 I 90"4 CONSTRUCTION
512 112018 I 100% CONSTRUCTION
6122/2018 1100% CONSTRUCTION REV.,_
111S1201a 1100P~;~~,;T~~~~~ZT~Ev.
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1. SIGN SHALL BE MOUNTEO ON INSIDE FACE OF POWER
MAIN DISCONNECT SWITCH IN W HEIGHT TEXT, WITH
WHITE BACKGROUND ANO BLACK LETIERING.
SIGN SHALL BE OUTDOOR RATED.
SEE SPECIFICATIONS SECTION 26 05 00 FOR COMMON
\NORK RESULTS FOR ELECTRICAL.
SHUT-DOWN SIGNAGE s~.~~;= I a
(NJ #2 OR 16 AWG SOLID CU CONDUCTOR
WI GREEN. 600VTHWN-2 INSULATION TO
(N) ANTENNA & (N) EQUIPMENT, TYP.
t
(N)TWO-HOLE LUG,
BOLTED TO GROUND
BAR USING
1'"·16X1-Y."SSHEX
HEAD BOLTS&
HA@RDWARE. TYP .
' .
MAIN GROUND
R (SUPPLIEOW/
DESTAL BASE)
1-AWG SOLID
TINNED BARE CU
'MRE TO GROUND
NOTES:
T"°"APPLY "NO-OX" OXIDE INHIBITOR AGENT TO
LUG AND BAR CONTACT SURFACE.
GROUND CONNECTION
APPLY·
"NO-OX"
COMPOUND,
TYP.
(E)TINNEO
COPPER
GROUND BAR
(N)(0tA.X-
1-1 l2"SSB0LT.
TYP.OF(2J
TWO-HOLE GROUND LUG
(NJ MAIN r======:l
DISCONNECT
(NJ SHUTDO"vVN
PROCEDURES
SIGNAGE. MOUNTED
ON INSIDE FACE OF
DISCONNECT
@
(N) DISCONNECT·
SWITCH SIGN
MOUNTED ON
OUTSIDE FACE OF
DISCONNECT PANEL
DOOR
~
ELEVATION
s~~~:= Is
s~~~:= I 6
1. DISCONNECT S\/VITCH SIGN SHALL READ "U TILITY
COMPANY POWER DISCONNECT S'MTCH" IN Y." HEIGHT
TEXT. VIJITH WHITE BACKGROUND ANO BLACK LETIERING.
2. SIGN SHALL BE OUTDOOR RATED WITH UV PROTECTION.
3. SEE SPECIFICATIONS SECTION 26 05 00 FOR COMMON
WORK RESULTS FOR ELECTRICAL.
SHUT-DOWN SIGNAGE s~-~~: 17
(N)PULU----~
JUNCTION BOX
@
(N) BOND BUSHING,
TYP. @CONDUIT
STUB-UP
~
(N)rG AWG
BONDING JUMPER .
TYP.
PG&E P.O.C.
(NJ GROUND ROD
WI GROUND
CLAMP {VERIZON
IIVIRELESSJ
GROUNDING AT PULL BOX 3
(N) PEDESTAL
BASE
(N ) #6 AWG--tr---1
BONDING
JUMPER
(N)rGAWG
BONDING
1JUMPER
(N)#GAWG
GROUND
(N)1'"DIA.X10·-o-
LONG COPPER CLAD
GROUND ROD {CITY OF
CUPERTINO). GROUND
ROD SHALL BE DRIVEN
VERTICALLY. NOT TO
EXCEED 15"
VERTICALLY. PROVIDE
6'·0" MIN . CLEARANCE
FROM VERIZON
VVIRELESS GROUND
ROD
).
f
1_5·~
~
GROUNDING AT POLE s~~~:= 14
•
25)1·
(N) R-SERIES ~ COMPOSITE ONE ~ PIECE LIO WI N90
BOLT DOWN K!T ~
(N J,'a" DIA.X 10'·0"LONG
COPPER CLAD GROUND ROD.
GROUND ROD SHALL BE
DRIVEN VERTICALLY, NOT TO SECTION
EXCEED IS" VERTICALLY
NOTES :
1. PULU JUNCTION BOX SHALL BE "CHRISTY" N16, WITH ONE PIECE
COMPOSITE LIO ANO N80 Si IOLT KIT AS MANUFACTURED SY
OLDCASTLE ENCLOSURE SOLUTIONS (800-486-7070).
2 LIO SHALL BE MAR KEO "STREET LIOHTING •.
J . TOP OF VAULT SHALL BE SET FLUSH WITH SURROUNDING
ADJACENT SURFACE .
4, VERIFY LOCATIONS OF ALL EXISTING UTILITIES BELOW GRADE
VIA UNDERGROUND SERVICE LOCATOR PRIOR TO ANY
EXCAVATION.
5. UTILITY VAULT SHALL NOT BE INSTALLED \JIIITHIN THE
BOUNDARIES OF NEW OR EXISTING CURB RAMPS.
6. PATCH/ REPAIR ADJACENT SURFACES TO CONDITION EXISTING
PRIOR TO WORK.
7. A LL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE
VoJITH THE AMERICAN CONCRETE INSTITUTE (ACIJ 301.
JUNCTION/ PULL BOX
SECTION
~
SCALE:
N.T.S
I. TRENCH BACKFILL: CLASS II OR CLASS Ill AGGREGATE BASE
AT 90% COMPACTION . NATIVE MATERIALS MAY BE USED AS
BACKFILL WITH WRITIEN CONSENT OF AJE. NATIVE BACKFILL
COMPACTION SHALL BE 90%. CONTRACTOR SHALL VERIFY
SUITABILITY OF NATNE BACKFILL PRIOR TO START OF
CONSTRUCTION.
2. VERIFY LOCATIONS OF ALL EXISTING UTILITIES BELOW GRADE
VIA UNDERGROUND SERVICE LOCATOR PRIOR TO ANY
EXCAVATION.
3. ADJUST LOCATION OF TRENCH AS REQUIRED PER RESULTS
OF UNDERGROUND SERVICE LOCATOR RESULTS TO AVOID
CONFLICT IIVITH EXISTING UTILITIES.
4. PATCHJ REPAIR ADJACENT SURFACES TO CONDITION
EXISTING PR IOR TO WORK.
5. ALL CONCRETE REPAIR VVORK SHALL BE DONE IN
ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE
(ACIJ301 .
UTILITY TRENCH s~-~~:= I 2
=-JAMES VACC ARO
A R C H IT EC T, I N C.
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6/2212018 11 00% C9NSTR_UCTION REV.
7/16/2018 11
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Continued
l . Bl!Jltl-ol..O.Jlgn P,odu,;t Pn1~1cl•tn• prD<luct nom•d,
orlndlcatocronlh•Or:iw1ng1,or1 co,ri.,.roble prouucl
by ono ol 1h• 11~1ad man11roc1u .. r1.
C. wn,r, Spe<:lllcot1on1 11qu1re "mau:n Arch11act'1 ... mple.·
provia, 1 pruauct that compllH wllh ••<1ulr1me nli and
molChH Arcn11ecr1 n mple. ArchlteCfl aec111on will ba
r1nolonwn11n,rap"'p0Hdproductmotcnn.
D. Where Spa,c1!1cauon1 lnclud1 the phraH "as Nlectad b)'
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sehtct1proauc1matcompllttwun r1qulrtmtnl!I.Archt1itet
will Hie<:! color, gloH, parn,m, d1n11~. or tutufl rrom
onnulaoeiuraf'1 proauc11,n1tno11ncl1H1u11<>1nn:incara ana
A. Arch11ectwlMconsid1rContrac10r'1r.ciutttlorcompar:1bl1
pn:,dui.1whenlho lollow1ngconcl1tion11r,sall1IIH;
;.:a=~: 111i:1 :: p~.,':;::, "';.,oc"u~aan~ :!,~u•::
consisttnt wlffl m, Contl3ct Ooc11111,n11 ,na w,11
proa11ulhtindlcatt<1 ,-.111t1.andm11ni1compaublt
wllh0111 t rpomon1althtWorlt.,
2. Oeta1 Htacompansonor119ntllc1ntq11 1J1uuol propo...i
pnidue1w1\hlhos.enamtd lnthSpKIOc1!1on1.
l . List or 11m11ar 1n11.111111on1 ra, complt""' prot-ct,,, 11
rtqun tca,
EXECUTIONINotU H d)
END OF SECTION 01 60 00
SECTION 01 70 00 EXECUTION AND C LO S EOUT
REQUIREMENTS
malnlalln on ... 111 man11ract11rer'1 wr1n,n rtcommtndat1on1
and1nstr11~1on1tor111s1a111auonotproa11ct1ana,qu1pmtnt.
CLOSEOUTSUBMln ... Ls
A. Contractor's U11 ol lncoonpltt• ntm.: 111,ual 1u1>11111UJ t l
Sub11a1nua1Compl,11on.
B. Ctn1litdt.i.t ol l..compltt.ftton•: Flnt ltubio11n:,,latFl111I
Co"'platlOII.
C. RKora 0niw1119 t ; Submn ant Ht of ontr\td..,p rKDl'II
pnnt1.
D. ::7'na;.ra11 u~ ~,,: Submit ou pap,or co1tr of aacn
A. Prepartall11ar1t,mt tobtcompltltd l ndconKlt<IIPUIICh
'.;:~;k~~'n~~~:mo:,,',':.m• on tnt 1111, and rtaM>nt why lht
B. Submlttalf Prior to S11b1t:111t11I Complttlon: Bt lore
r1qunun9Sub1iU111U11IComplal!onl111op1c1,on,complt1alht
lollowlna:
01>1,,11 1110 1111>m1t r•ln•n rram 111,~arH>•• nov1n11
Jurlsd 1cuo11p1rm111 1n11Company11nrnmc1tautoltnt
Work I nd I CtlSI 10 I UVICII and UIIIIIIH . Inc lude :,:~::;_"Y p,orm1bl. op11u1n11 un1llc1lH. and •lmllar
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wamnun. workm an1h1p bond,, mo1lnt1nanc1 Hl'VICt
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Sub~..'!!::."!!".":;~~~=~=""'"" ,o Coonp;,nt"•
c . Proctdu111 Prior ta Substan!YI campltuon: Bttffl
requnungS11b1UntialCompl1Uonln1pec11on,compleltlll1
ro•-•n11:
1. "'o-comptnyorpena111111uu11111ctch1ng0<> .. ,
rt qu lr1m1Ms .
l. Makellnalcha11g1<1vtf ol111yp,o,man.ntlocksand
a,11vtrkey110Campany.
l . Comp\ttt•tanupa11d1H1Jngo1 •r11tm•111a1qulpmtnl
,. Perlormpre .. 11uvtma1ntenann on1qu1pmtnluH d
prtortoSu1>S\ant11ICompl1t10n,
~. AOvlHCamp1ny al any cnang,o .. rln Ulll111eL
6. Puuc1p11,w1thCompanylnconauc1Jng1n11Mcllonana
walMllrougn.
7, Rama .. 11mpo111ry !oc 111u .. 111dcon1ra1,.
B. 'compl11t11nol clun1ngraqu1r,1111nts,1ncludlng
\0Uthupp:11n llll g.
II. ToucnupanootntrwlHrep1lr 1ndfHIOt1mur.a
.. p01tt<lrln1,11 .. ca ,11m1no11v1•ualdeltt11.
D. lnl ptetlon: Submll • wmt,n r1qu11t lor lnsptellan ror
Su1>Jianua1CompltUOII, Oll0 f11CtlplolrtqUHLCOM\n1CUOn
Mo1na11er.,UlproCttdwl\JllllJP11CU011or adv1HCon1ractar
or untuHIIIM111qu11111111nt1.
A. Submlmls Pnor to Fina l Campletlon: e ,ror, r1qut1t111g
IM!ipllC!lon lor aotarm,nlng llnal ccmplt \Jcn , compl110 lht
lollow,ng:
1. Su1>m11c1n111,acopyorsuo1ia11ualCompl111cn
lntl>(IC1ionl1110111111111oblcampltla<1orcorrec11d
(punch 11st), Cartul1d copy or 111111111noll ,t~111nat
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2. Camrlca1,clln1ura11c1: Submltn1d1nc,arr1nal,
conlinulng lnsur.rnct covtragt ccmply1ng wit h
Jns ura11c,req111r1ments.
B. Sub,n111wnuenrtquH!lo,rin:tlln•P"'Cl!onlat:t""•Pl:IIIU,
On r11et1pl OI ll(IU HL Con~niwon Managt• WIii tllhtf
proc,.a .. 1m 1nspec11on or nomy Con1rac10r al unruHlll.a
rtqUlfemtntll.
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ldo11t1htd1np,ev,ou1111-110n1H !ncample11 11
camplet.aarcorrKlt<I.
A. ln,Pl;ica Ma1tnalt: UH ma1,na11 lot p;1tcnln11 ldtnunl ta
ln•pla cemat~nals. Fo1uposall1ur1aces,unmai.oal1Ullll
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1
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~;~~uo:/~~~~~{iI·~l~;:{:~:b~~·R:~uf;,~:~:~ tnot
A. Rtco,c Pnn,.: M•1n1.11n • Ht OI pr,nts or Ill• ConUDct
Drawings and Shop Oraw111g 1. 1ncarporau1111 now and
:::;:",nds:~1:~:n '"!;'.:':~:,;:,~~!.,!':!::':!~:;:~.~:::
onglnalty.Accurattly rwcord lnlormat1on lnah acc1p1Jblt
draw11111-h111qu,.
ld1ntttyana<1a1t1acn111eorooraw11111:111cl110t1ne
do111nauon"PROJECTRECOROORAWIN0 "!11 :t
p,om,n•ntloca,,on,
l ,I EXAMIN.t. TION .t.ND PR!;:PARATIDN
A. Ea~ung condrt1on,: Th• uJ11,nc1 and l11C1uan or
undor11rt1undandDtl'ltrutH1Utsandcon,trucuonln1hcat1d
,, .. , .. 1ng1rt11a1 guat11n1-.8elafll>og1nn1n111111-tk.
111vt1mga\t ano ~,nry tnt H1110nct an o locauan al
unaorground u!IIIUH, mechanical and tl1cmcal syllems,
ahacthtrconstrucliona11actmgm1wa,11.
B. B1!ore proc....a,ng w1\Jl HCh compont nt o! \Jlt wa,-.
uamlntsubstrJles.artas,1nacondlllon 1.w1111 ln1lallltror
Applicator p,....,nt wn111 111a1ca1,o. ror compllanc, w11n
rtq111r1m1nt1 ror 1n,,-n111on tolen,nc u •nd 01nu
cona,11011,1rrocungptrlormonc1,
1. Venfy compa ll blllfywith ana s u1tab ll1ty ol tubura111.
2. Enmlu ,aughlng~n !ar ,1,ct,1c a1 t 1Jtem1.
Ptocnll w1111 1n11:111011on on11 1ner u11 ... uttac1<>ry
cona11lonshavol>ctancarr11;1ad ,
0 . Tak• ll•ld mta1u11m.nt1 a, rtQUlred to 111 th• Wark
prop,ony. WMrt p(lrtlon• ar 111• Wo•k ... lnOICUtO I<> n, ,a
01harconsuucuon,venfyd1111an slon1alathtrconttr11cuon
byfltldmtasur1m1n1$b1fort fabrlcatlo11.
E. v,r1ry,pac1,equ1rem,nt1111do1m,111lan•al 11,m••n-n
d1agr.imm auca1tyon0r.tw1ngs.
1.2 CONl>TRUCTION t...AYOVT ANO FIELO ENOINEEII INO
A. Bt!Olt Pf0Ctc<lln11 u;, lily DIii th, WOl'k, Vlnly liVOIII
info,maUonSllcwncn Draw111g1,in rtlition!Ollltproptrt)I
IUN~andHll1Jngb1n<hmar~1.
"'· Loca111111
9
won.andcompon1ntsollh1Work accur:a ttly.ln
::~ -n,c:ol worlt. pluffll> and mai.. nomonlall wani
2. ~::•!::i:.~:;c!~!tln ng in llnlJhtd treas
l . Ma,nt11n minimum hHdroom clu13nc, or H lncllH In
occuplld liPICtsana901nchHIIIUIIOCCUplt dlpiCH .
B, Comply ,n:'!~,o manulacturtf• wnn,n 1n1U11c11on1 ud
c . Condue1co11su uctJ 011 a pu1ulon1so hopan or tn 1Work1S
1ubJ1ctod ta damag ing aporauon1 o, lo~d1ng In HCOH ol
\Jla l upectoaduflng norm~I candmons.
0 . Ttm platH: Oblaln and dllUlbUII \0 \Jlt p;I MIH lnvolvtO
1
1~;:
1
1
1
:~rorwork•peclllt d10b110c1orypr1p~re<1andll1ld
E. Atucnm,nc Pravldt Olacklno;i and ariacnment pla111 and
anchors and ta11•na11 al adoqualt ""' ona number to
secu111!ya11cnarnchcampo111ntln plact. wner111ua11<1
ryp,ar anachm1n11 arenot111aica110 ... nlySlH and ~pt
requlrt<1tor1a,>dco11a1uon1.
1. Mau1111ngHelgh11: Whortmoununghelghi..arenot
1ndlca1od .mou nt campo110111sa1n11gh1sdlr1c1,dby
Con,uucuonManoger.
F. Jo1nt1: Mokajo1nt1ol u11trorm w1dt h. Wh ortJ01nt 1oc11lon 1
111 Hpond war~ aro not Ind icated, arrange /oln~ tor 111,
bl,;1v,,;ua1,tracL F<tupo11ocoMecUon1 1og,muto1orm
hatrllntJ01nt1 .
0 . ~:: c:~o5~:;:d ~1;:;~:~td lnsiallauon ma11ua11 tn ot are
A. ProvH11ttmporary 111pponolworktoblcuL
B. P rot11CU011: P,a1e~l11°pL;ico co11structl011dunnv cu11Jnga11d
p;:r tthlng u, pre-nl di,aag e. P1ovldt prottcuon rrom
1dv<111t wumtr cond1t1an s tor poruons ot ProJtd tnat
m1ghtblupoudaunngcunr11gan<1patcll1ngoP*r~uon•.
C. Whtr• H llillllg ltfV!CltJIJy•l•ftll an, rtqwlrld 10 bl
,..,,.v,a, ••""""-· at :.b:.nao-. Dyp;,H •uch
1tMCt"'5yAem1 bllaft cumngu, p,t-nl lnt11Npt1an to
occup1t<1 aru1o.
D. Cun1n11: C111111.plact COIIIUllctlOII u•1ng mtlllOdl IHI !
ll~ely to damage elemtn15 rt tlllltd o, aa1 01n1n11
consuucllon.
Cu1hal .. t 110sl<>t1ntal>yt<>mlnlmumtlnrtQUlrtd,
1110w11nm1n1mumo1,;1urDanttal ao1~un1 1unacH .
Temporarll)'coveropenlngswhennotlnuH.
II, Palen WIii! OUrtl>lt .... ,,,. 1na1, ... H Inv,.,,,,. H PGHll>lt,
Pu,.,o, fflalul~li ano campl~ w1111 1n•llOll~ua11 rtqu1rtmtnll
•p1c1111d1noth1rSoc!lon1.
1. Resto11uposedlln lshHl)f patch edareas1ndektend
rlnlsh re•torauo11 l11toadJ01n ,ng construction 1n a
rtl•n.,,n,nll,'"""m111,m1Ztn•oonoe or paton1nganQ
2. Wntropa1cn1 ngoc:cursln a pa lnted sunac1,pr1puo ::~::z.~n,~:~~~~~:~ .. ~~~~~l=~~~~l=~;:~:~c,~!~~
pau:n. Prav1doadd111on alcc,a11unt1lpa1cnblenos wtth
aa1acont 1urtac ...
"'· CIH n ProjKI 1111 ud wa<11 a,u, dany. Including co,,,mon
a<HL 0 1spo .. o1ma1,na111tw1u11y.
1, lltmovt11quld"l)lll1 prompt1y.
2. Whtra d11tl ¥t011ld 1mpa1r pro poor HKUUan ar !ht Work,
oroom-clunorvacuumU,1111u1twc.-aru ,as
;ppropnalt.
l . :!.'.'",;::•""•ln>mconculM1tpacnb.ro111encl.,.11111
B. comp111, the followln; clunlna opmdont before ~~;s:::.,, 1nSPK1""' far cem11caUan al S11b1t1nt1a1
1. Cln11Prc]IIClsno.yard.a11dgrou11d1,1na111a1d1•1urDtO
byconstr11cuonac11v111n . Swoeppavedaru,:,amav,
•t.11n ,. 1p1lls. and ro,olgn depo,;111.
2. Swnppa...aaronbrpom cloan. Rtmavtipllls.1ta1n 1,
andolhtrlorelgnaoposlts.
R1mav1lablll 1ha1a,-no1p,otman,nL
C1unt,po1'G<lnn,1hu 1oaous1.r, .. cona111on .tr1tor
1m1ns,r1lm 1,andloro1gns~111otancH.
5, Wlpesur1,c1sotmechanlcal1ndtl1tetrl cal t qul pm 1nt.
Remcv,uctH lub rocaucnand laro11111•uo •tanc11.
END OF SECTION 01 70 00
2 1v1s1on 2
Existing Conditions
SECTI ON 02 30 00 SUBSURFACE INVESTIGATION
A. lnformatron:Jnfomiatlononlh1Drawlng1andln1h1
Sf1Kdlc;mohs m aun1110 suM.Urlac, cond1t10ns and ,.tst ... g111>htlHtnd lll\lCIU tH1t tro ..... 10 ... •u;n
consultants. Suc1!1nrorm auoni,111rn11ht<lanl1t"'tt,e
info1ma11on andconvenle11tt ofthtCon1ractar.andU!t
:=CUl3C)'arcompltttnfflallhl•lntam,at""'l•n<>I
PART2 PRODIJCTS ·(NotUstdl
P"'RT l EXECUTION· !NotUse<IJ
END OF SECTION 02 30 00
SECTION 02 4119 SE LECTI VE DE MOLITION
A. 1111111 lnd tcat1d to bl removed and 1alva11•d remain Th•
Ow ner1 proponv. Car•tully del:lcll tram u1,;t1 ng ~':':!~~~~:,:~: r:;::;;:..• .~ :~•cv::i~.damagt. and dol1vor to
B. Prtdtmolltlon Photagr.1ph1: Show ulstlng cond11lon1 or
aa101n1ng cons uucuon and'"' lmp,a .. mtnll. Submit
bllcreWc"'-btlllns.
C. : .. ::...;:::,...'"1:oc:' :o~~ "":'~::rd.:"u:t•~~~n:1
1!1
,';:
111cou11111.a , oc nae dlstura: 1mmM11a1,1y nou•v
Construdlon Manager. i'Qiardous matenals w/11 bt
ftmav.ao10wntr11natrastpara1tcont111cL
A. Regulatory R1qulromen11: Co mp1v w,111 EPA r1gulat1cni
and with haullng and dlspoul ro gulo uons ot ou ino,111111
hov1ngJu11sa1e11on ,
B, Slanaurds: Compl1w1thA.NSUASSEA10.6 ~naNFP.t.241 .
:':.:';"''",;::;:~"':!::;: Ina~';.~~,... i~;:;;,:; a::,:~:~'!
opttauon•. Delara pracHd1n11 wtlh demoU11on. p,ov1de
tamporary str.1CH/1i)1St1m1 that byp;:ru arn or HIKU"'
dtmal,uon and lhat maintain con1 1nu1rv or ,-Mcts/syiltms.
B. Lacatt,klonllfy.tl!vtol1,di1ca111111et,and H al orcapoll
1na1cat.a1111lttyHfV!C:Han<1m tcna11 1calltltctncal•r siem•
H M ng area. 10 bl nlllCllvtly demo1 .. n.a.
c. Prov1d11tmporarybamcad-,:;,nactnuprotoc11011rtq1111Wd
to P''"'"' lfltu<y Ut Pflopl• and oamaii• ta ad1ac:e111
au110,ng•anorac,lmHtore,na,n.
D. Protectu1s11ngllnlsh wollltllo11 1J tore111aln.
E. ProvlOI 0110 maintain snonng, blllCll\g, and JUUC"lu,al
supports n requ1r,o to prtHf\l• ,;t.11>11Hy ona P""'M
movtment. St!Uom1nt. or collapst of construcUon and
::::::n.: rtma•n·,./"" c to0 /ttvt nta unup1c1td 1ar
F, Pm1dt !emporuy weather pro10ct1on to preven t water
lnkll111anddamag11ostr11~ure.
o . NH IIY CUI opu,ng • Ind hO IU plumb.9q uOtt, """""' Ut
d1m1n•lon• r1q ulf10 . Un cutung mornoos In,;, l1 k•IV I<>
di1 m~g1coniiln1Cllon tcromaln oradJomlngconi.triictlon.
H. R•mav1 dt,nolill<>n wutt malarlals lrom Project tile 111<1
~·:,~•;."~::~:;'m~~-~,~~1.•n EPA..,ppro-, l~ndllll . Oo na,
I, Clun 1a1aunt 11ntctu<H and 1mprovtmut1 of dull din ,
and deans causad by stle~1v1 demohuon op,rauo n1 .
AIIUlh ildlaC1nt arnst.a cand1t1on u1s11ngbtlOl't 1t!KUVt
a.mallt10nap1r.1110111 b111an.
ENO O F SECTIO N 02 41 1 9
Division 3
Concrete
SECTIO N 03 JO 00 CAST .JN-PLACE CONC RETE
A, Suom111>11: concr•t• ml • aul~n • and 1u1>m111a11s rtqUIIWd
ayACJ JOl.
B. :~~~:~~~ ,.M~onc111e
2,t PEfORMA NCEREOUI REMENTS
A. Camply .. 1111 ACIJO I, ·s~o,ucauon tar sm,ctur.il
~~n;~:~;:1:~d0::~ .. ~~!~ ~7~~·!~~::~~:'.~ons for T oluanm
c . Ponl~ndCom ent ASTMC150. Typtlorn.
D. ,1y Aoll: ASlM C ,,,. ci.~~c orF.
e . ~:=~~~000
0
~~:~1e11 Blast.f11mm Slig: ASTMC!IH.
1. Ma~lmum CoaJR•Aggrfiiilt Sia : 1·1'2 lnchts nomlnil.
Clltmlcal Adm lll.UIH : ASTM C 4,.. WHtr r.auc111g . 0o 1101
~~:an'!~lum cnlonda ot admhrl ufts co111>ln1ng calcium
I. Mo101ur1-Rt1,i"'"GCOvtr: ASlMC171,polytlhyl111tlllm or
wnit t burtap11otytthylon1 1neeL
J , Joln1-F111er su,ps: AST MD1751 , npn111 .... 1uni1.a
collulo11c llbtr, or .t.STMD1752, C<>III or Hll,expo11d1ng
""
'· :~r;~~-du lgn ml oturn, propamonod acc ording 10
J, Norma1.w1ightCancr11 ,:
1. Minimum Compre111 .. Suong,11: Al Sp,oc 1!1td In
Drow1ng 1,
l . SlumpLl1111t: 41nchH,
4
• :~I;~~,,~ no~a!:~~n .:•:~:,::1
11
: rio'a't:i::, "J.
tllCtlVt ln>Wt lMllln••hH IOUCH<llp,orctnl
c. :;;:~·~:M.ml•. 1nd dtlivtr conc,.11 according to
1. wn,11alrttml>(lraturt111b0vt90d10F.f'll<lucem1•111g
1nddtl1very11m,to60m1n111u.
.t., Conolrud ro ... ..-a,_ ucarlltng 10 ACI J01 and mainuln
101t,.11CH t nd •ur11c 1111111ulanu"w1\JllnACl,.71111mtlll
o! Cln1A, 118 ln,h ror concrete upoud to V!tw and
ClauB.1/.tlnch1oro1h11co11cto1,sunacas,
U. Comply w1tn CR Sl'1 "Monual at Sianoatd Pl"lll:1.1ct" lor
li1llrluung,pla~mg,1nd1uppor11ng"tn1orcomt nt.
c . ;~~1~:.,::.n·~=~~1"'i~~1~!
1
~~;· 1!7!,.~1::r;i .. ~.i.~: J~:n~a~.~:..~
D. Plactcancra11lnaconll11uau1 op,1111ionanclcan1.0lldalt ,,
E. Preit e! concrett rrom pllySlcal damage. prema1u ... dry11111.
anOrtduc,a su,ngrnauetanot01"cola .. oa lhordur111g
mi.1ng ,placlng,anOcunn11
F. Form.a Surlac,Fi111th: S111ootn•lormMlllnl1ntorconcre1,
..paud ta v1-. co:.11d. ar ca .. 111<1 ay ..-~ttrproollng"'
::: ... ,:'.red.appllld m,11,~1: raugh4anned !111!sh
a . Slab Fln llllH: Comply .. 1111 ACIJ02.IR ror Kfltding,
==::.'0og.1::;cun1;:,~11u,.°!::':'.uon• lor co.,,:,.,.
I. C1111lorm1d1ulf1c11bymolstu r1cunng forat lHS1ilV1n
ct.ayt.
J, Bll!lncunngconcrtttslabtalterllnlshlng. Kttpcohcr111
conunuoustymo1ltloratlustHvenday1.
L. ~.:~~~::r::.sUhg 1geney to ptrlo,m 1111d \HIS and 1n ,ubml1
M. Protactconctolo lramdamag,. Ropa lrandpa!ch d1le~1v,
araa l .
END O F SECTION 03 30 00
DIVISION 4-NOT USED
D1v1s1on 5 .
Metals · ,, · ·· .,
SECTI ON 05 50 00 METAL FA BRICA TI ONS
1.1 SECflDNRECUIREMENTS
A. Submlttalt: SllopDtavtln,gl.
B. Stnl Tublng: ... STMA500,
C. Sl t1IPlpe: AST MA5J.tiandaidwtlghl1Schtdult•O!,
A. ::;onshnn'o, Ncnmualllc Oraul~PASTM C 1107: r11:ammt11dtd
=-JA MES VACCARO
A R C H I T E C T, I N C .
"'· Otn11111: Sh1arand punch m1t:1l1c1aant1 and accunott ly.
:;~:;; 1:::•.,~;.~ ~·:1:,•;:::b~• '!.~~;~ ~~~:m0:;~:.:•' (-:::1csi]Ll:.iEN!L==;;::=====--
e. ::1
1
::~~~~ an~•~dtt~::•:~i":~"':,:;:1:i:~'1';::~~iYd,v~: @)
•l!D0 UOE(W1'l.UIIIIC
~A CIF+CA ,c.o, •••O ••
•15,I08.J.,OPH0 1JE 1,1).91l.••11FAX
I JfOIJV.t.~CHllECl,COM
WWW .NAR<':HIIECI.C OM
11r111gtn ~no conoslan r1115,a"c' a! ban mot:111. At
upo11a connacuon1, fin•~~ w,1a1 and •urlacH ,m...,111
..-,111 contour or wala ea s11rlac1 muoning tnoH ad1ac111L •o • • 1
• STEELANDIRONFINISHE.!i
,.,Hot-d1pgalvanln1tttllabr1Ca1Jan1at ,•1tnar1ocauon•. ----
8 . Prtpar• w11co.1tH 1trrou1 m,tol tuffacn u, camply ..-nn
SSPC-SPl, ·p-.r foal Cittnlng," and paint ••UI a
ra11..:unnv, IHd• an a cnromatt.ffll. un•-=I
mod1111<1-aJkydprlmtrcomptylng..itllMP!lf79.
A. P,ov1dtanchOfllgtdtVlcHandlatt1nenwn,r1n .. <1e<1to
Hcu1111t1m110111111>c1 con.i111cuon.
B. :~::.:n::::a;..:::·~:i,,:':u::~11 '.:.iu'~';'i,•1a,1::~:::~
1cc11rattly lnl11Calion,1llgnm1n1,1ndtlnauon:w1Utedgn
an d 1unact1 ltvtl. plumb.tru1,and 11111 orraci,..
C, F1tup0Hdconn11euon11ccu131tlyl09t1nerta10,mllaln1n, /:~n!!.~!~:h1e~: ;:!~:.:~~~11J1 uniform mtals and spaces
D. C:001 ~onCultd IMrltCH "' OIUffllnUffl Ul al "''" com• 11110
tant.;tct Wltll grolll. conc11to, ffl H Ohl)', wood, or dlUlmll;ir
m1ta 1s w1!h1huvycoat olblt umlnou11p11lnt
END OF SECTION 05 SO 00
DIVISIONS 6 THROUGH 8-NOT USED
SECTI ON 09 90 00 PAINTI NG AND COATING
B. i;:,otra Mal,nt l.: Dtl!-ftaComptny t qu,n<>fttch color
and,YP•all11111nco11pa11n,.,...,on p,a1tc1.1n con1a,111111,
pro p11ly ta btl1d1ndn1J1d,
"'· Manulac1u11r-unl111 nottd or 0111,rw, .. 111 dr.1w111111 or
d1recttdbyCons1rocuonManag1r.
2. snorwln•Wllll1m1Company(Tht)
!!. Maltnal Compa1ibll11y : P10V1dt mnttr!als
compall blt .. an on.ano1111r•no w1tn 1u1>•11~1n ,
1. ,or ... n ... , '". paint •V•l•m. ptOvldt pfOOUOII
rtcommtndad In WIiting by manu!~ctur1~ of topco~t
foru11 lnpalnt •v111ma11don ,ubmattlndlcat1d.
C. Calort: t1na1tdldtt1gna1,a1ndn,w111gL
MODUS, INC.
Z<O STOCltTOH ST llEE1' l llOH OOII
SAt1 FIV,NCISCO.CAV•1 01
verizon"
VERIZON WIRELESS
21: .. ~~~~~~i:~~~ ~~1! II
CONSULTANTS
M
N
0 a:::(")
WN
a. 8
:) (/) u 0...
I U u.
Cl)
0 I-
I-0 i:5 1-<C V(.)
Z O o <i: UJ 0::: Lt) ....,
(.) 0) Cl ......
<{ 0: <{ <{ :g a~u ~~
<C ~Q OC"?
s :::J?;o:lil
0 0 I-S:? M
0:: CD 0::: .....J 0
(.) ..-~ ~ 1-
:J a=> a..
[I) 0 () ..
:::)N Z a.. a.. <{
"'· ~=.~:.: "'~~=~"'!:::::'.:'.',.'"a~;~c•~;:P1..,A-:=: REV DATE isSUE
111111ut1t1. 1 10/24/20 17 90% CONSTRUCTION
8 . R, .. o,,. ha11hq,. 1nd similar ii.ms tho1t art not to bi 2 512112018 100% CONSTRUCTION
iw1n1t<1 M.IN "'"'• lfl•t canno, bl ttma-,. ,.,11&1tH1t1on• 6122/20 18 100% CONSTRUCTION REV.
on uch ,,.a 1111, pt1nt1ng II camo1,11. \00% CONSTRUCTION RE.V.
C. Clun 1nd Prt~II 1ur1am In 1n aru btlffl btglnnln11 4 7l16l20lB PER CITY COMMENTS
~1nung 111 l/lal arta. schtdull p.alftUng H cr.anlng
l .i -l'IIKl•'1 1CIIIIDl <l 1m1g•n1 ... ~pt1n1,o.unac: ...
A. Coinply .. 1\ll rwc omm tndauonsln MPfs "M PI Arch ltKtural I-....J.----'-------
:::1:~!,,SP*crllcaucn Manual" applica ble ta JUMlr.llU jlg~~~;~~~~~,§~:
C. ,~:~'!cu::;~11 acconllng to manu!mur1r'1 w,nien ~~~,E~;~!!~Lt!~~!~~.~Jg•!c
D. App1,p;11n11 tapfaduc, 1ur1act1llm1w11t,au1cloud1n,n. S•tE HTIILE
~po111n11. nol 1clay1, l~p1, bru s h ml"'-i, rclltr 1r.1ck1ng , runs.
1~::·:::~n:1~~·bo~=:~• 111nac, 1ml>(lnec11on1. cul ,n •~arp
1. tr und1rcow11orothuco11d1t10111 1howlhn,ughtapca1L
appl1 •dd1uanal caats Ynlll cu1110 r,1m hos a un1!orm
palntllnl•n.colo,,ana appnranc, •
SPECIFICATIONS
SP-2
DTM Acrylic Coaung 8866 WIOO·S•n .. jF1"1$h), CYOf
DTM Bonding Primer 8866A~ (4.~12.D Wei mll.i 2.0-S.0
dry mll~J
Pro lndu~ltlal Walor Band Al~yd Urethane 88$lWDl251
(F,n11n1,o .... rMacropo"'16'16(Pt1me-2co.i1-J
1. Prc lndu•1nalWa1et8" .. d A1•ydUre1n1ne"'8S3WD12S1
(Flnlsh).0YerMacrcpo"'16'16(Pnma-2cca11).
D. StHI ICablo Shroud, Tuba Assombly, Cablt Swttp, Load
Conlet/RRUmcunt1ngccmponant•):
Tn•m•c Ullll S•""'~ 12.sto 5.0 m111 DFTJ (Flnl•h),
o .... , HI-BUIid Epo•olln• II S<it101 V69 (•.o to 6.0 mH•
DFT) (ln!orm,dla!o), o .... r Tn1mo~1nc Stt1tt 90-97 (2.$
m111 1cl.Smll~)(Pnm•ll9.0-14.$!o1a1DfT).
1. Tn.m1cFlouronarS1n111071V(Hml"Jlcn )[2.0tcl.O
mllsDFTJ(Fl nlsh).011erEndur-ShloldSenes1075(2.0to
J.D m11, DFTI (ln,,rmodLOlof,OYor !il0Bu1ld Epc,cllne 11
Se11u 110 (2,0 ,., ~.O "'"" Q~1J 1Pr1me)
END OF SECTION 09 90 00
a&·Mftlf7111
SECTI ON 10 14 00 SIGNAGE
2.1 SIQNS,QENERAl
A. R"'IIUIDIO,Y Rt~uir•m•nts: Comply With NFPA, FCC. AN~
andauuion,yhavmgJurii-dll;llon
Ba ls-of,O.s1gnProduc1:Produetlndlcal•dondrawln111.Prcj1et
~:~:1,~u:~'. E"'F r•pcn and Requiremenl• nl Aumanry t<1>Y1n11
A. AppllldVlnyl: ale,cutch;uacte,..rrcm YlnvlHlm ofnam1nal
1n1c~u11 ct J r,,11 , w,tn pru1uro ... en,1uYe adhH 1""
l>Oclun11 ,1u1taDl•ror u11ncrappUcaucn1,
B Electncal Compcnants, delf!ctt, ;ina 11ccnsct1u : 11,11d
anal0Deloa as deflnld 1nntp•70,bv11'st1ng agency
accopt:iDlo coauthcm1u navtng)un~dlc11on,andmarl<odlor
1n,ondo<1 loca11cn and appllcauon
A. Loc11011gnswnor1lnd1c11odora1rectoa. ln51all,lgns lovel,
plumb,andathelghts lnd1ca1ad,wHhs1gn1urfacostrutrom
01 1tcn1onandomu de!oc1s ,napp,oarance
END OF SECTION 10 14 00
DIVISIO NS 11 THROUGH 25-NOT USED
26 IVISIOO 26 . . ,
Electrical · ·
SECTION 26 05 00 COMMON WORK RES UL TS
FOR ELECTRICAL
PART\· GENERAL
I. Produc1Da,...
PART2-PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. El1cV1c.aol Companonco,0.YlCH, 1nd AcceUOt101:
and 1aDeled as aer1n1d 1n NFPA 70, 1>11 a qual11ied 1u~ng
1ganq, ;md mar~ed tor Intended lccauon and appllc~tlcn.
A. Ractways:
3. GRC:ANSIC80.1andUL6,ho1-ctlpgalvan1;ed.
4 lFMC: ULl&O, Unc,co.i1t d, OulDle s\llel w1t1,
1unllgh1-r.s11t:in1 and mlnu al-cll-rulstant ptas11c
Jac~ot.
,. ~~~~ T~\ ~~:In~",~ NEMA TC: a, Tvp• EPC:AM'VC:, will,
6. Rac1"WavF1mngs: Spec111ca llydu1gned!orrac1"Woy
1ypaund1nPrcjec1.
B. H•ndnclosandBc•01 torE.-tarlorUndargroundWlt1ng:
Po1vmar-Concr111 HanaholH and B<>••• w1u,
Pclymer-Ccnc:ralo Co••r. Melded cl ""nd and
aggregate, l>cund togomar w,tn pclymu re~ln, and
reln!crcod wnh 11ael. llbar111an. or• combln~11cn cl 1111
2. Ccmp1y .. 111>5CTEn.
3. ~;~!u::,11~:~ 01 ~e!~.:e.~d;:,::.sh bur1al with open
COY•r. wu,nerprDDf, UCUNld ...,, <amp,tMHl•l:anl
loc~lng dUICH and has1n11 strue1ural lo.id raung
consls1entw1thenc losu r1andtiBndholeloca!Jon
Covu Fin••II: Non•k1a rlnl•n •n•II hoYe • minimum
Ccemc .. nio!1t1CUOMD1C.~.
6 co...,rlegond: Mcldodlononng,-sTREETLIGHTINO"
1. CcmplywHnNEMAWC70.
2. Conductcrs,No,10AWOandSmalltr. Sclldcr5tr.mdtd
3. Conauc:10,., La eg er Than No.,o AWO : srn,nded
copper.
~. lniulatlon: Th1rmcpl•itlc, Typ1 THHN•THWN or XHHW.
5. WINI Conn1c1<>N1 and Spllcn: Un llll c! •In, amp;iclry
r~ung. ma11t1ol, ,vp1, ana ciu, •uole 101 ur,1c•
lnd lc atod.
B.CobloTvp•NM-B ondTvpoNMc:-eCoblo: Complywim
UL71,w11nTypeTHHNITHWNccnduc1on.camply,ngw1rn
ULU,
C. Cobio Type SEU: Complyw1111Ul85-'wlthTypo THHN/THWN
conducum,compt11 1ngw1!hULUorTvp••!iHW-2
conductoNlccmpllllngwnhUL4'1.
0. CaDltTypeUF-8: Complyw1lhULOJw11h
Typo lH!iNITHWNccnduc1ors ccmply1ngw1thUI.Bl.
2.4 GROUNDINOMATERIALS
A, Conductor~ Scl1dlo1Uo.BAWGandsmaller.andotrand•d
!crNo.6AWCl •ndlorgor~nlou o1n o,....1ulndic•10d,
I. lnsula\1dConduc10 ... : tlnn,d,ccpporwllllorcabl•
1nsu1a1ed lor 600V unlu • cthorwlie 11qu1rod Dy
opplicaDlo Coda er authcr1t1u hov1ng Jut1 ~d 1c:11on.
2. Bar1,Solld-CcpporCond"c1or•: CcmplywnnASTMBl.
3 B;ira, Strandaa-Copptr Condue1crs: Comply w11n
ASlMBB.
B.QroundR<><'•:Copper-clad •< .. 1 ... cucn>l<vJ>0:,111...,,120
C. 8011coConnattcrsrorConductor1andPlpu; Copp1ror
~~r::;,.:1:!.~~l~~!."::!!".':i~~·1:~h1:: ~~::'. twc bolts
D. WOIO•dConneclc": E•oin1,m1c-•I01nv~11•or,vpu
raccmmondodbykl\milnulacturerlormalGt1illsba1n11Jo1n1d
an<llnstalla!lcnccnditicns.
A. Raceway ldenUllcauon Maton,1,: S<il1·adnu1v•.
colcr,ccdlngYlnylt:ip•:llulble,prepnntad,Hl!..tdlloslvo
vinvl.
B. ConduC1crldenutlcaucnMatonal1: C:olor.CodlngConduc!ot
hpe: So 11..:idhntvav1nv1ta?011c21nche1 w1da,
c . Underground-I.in• Warning Tap,: Pormanon!.
~nght.c:olored, conunuous-pnnte<I, poly1thylene tape with
ccnnnucus mat:illlc,mporccre
O Tap,o Marllar• 1cr W11e : 1/lnyl or ••n~1-c1orn, Ulf .. dnH,ve,
wraparound 1ypaw1t1, circu111danur1cauon ligand machlno
pnntadbythumillrilnsfarcr 1qulvi!lentprocess
E. Sal!-AdhH IVI Warning lot>als: F~e1cry printed, multicolor,
pta••ure-nn•mvo adne,1"" laOolO, con!lgurod rcr dl5play
:;h!:~~c~n~~a~:dcr, or otntr itccus 10 1qu1pm1n1 unltss
2.6 SUPPORTANDANCHQRACIECOMPONENTS
A. RacowiyandC:abl,Suppons: A&dHttlb1dlnNEC:A\.
Conduit and Cable Suppcn Clu1cu:
mall1ab le-1ronnilngon;,clamp•.and!1mn511
A. Stnl Pl?O Siu ...... : ASTMA5l/A,lM, TyptE, Otitdl B,
Scnadulo40,golvan1 :od •t11l,pl-llnond•.
A. NcnmolOlllc, Shnn,..ge-Ru1otanl Grout: ASTMC:1107,
tac1ory-p:,c1<11ged, ncnm o10ll1c aggtega11 groul,
noncorro11s,,nonstolnln51.
l ,1 GENERAL ELECTRICAL EQUIPMEUT INSTALLATION
REQUIREMENTS
lnolOII 1l1ctncal oqulpmen\ to prOYld• lot ea .. 01
::~:;~;:~•
1
:;~lc~: equ1pm1n1 with m1n1mum 1n11no,1nco 10
B. In stall oltc!ncal oqulpmont to ollcw nghtcl wav rorp1plng
and ce>nduit ln•tallod at roqulrod •lope.
c . ln11all elactncal equ1pman1 10 an 1uro thai connecung
ra coway1, caOlu,w1roways, cabla\tayl , and Ou sways aro
cl.at 01 cb,truc11cn• and cl tne wcrll1ng and acce~, •Paco
D.lns1allroquuod Juppcn1ngd1Ylcuond sot sl11ves1n
cast4n•pllcaccncrato,m3scnrywalls,;indol/lors1fucwral
compcnentsas lhavaniccns1ruetod.
E. Comply WIii\ NECA I.
Ou1docrRacoways Appl1co11on •:
E•posedorC:oncealed: IM C.
2. unoorground.SlngleRun:GRC .
3. ~;::s.."ndEnclcsutH: Matalllc,NEMA2!0, Tvp•lRcr
U WIRINGMETHODS
S.r"1c,Enuanco: Typ•THHN.Tt<WN.slngleconduclorsln
rac ... ay.
B, E•poudFuder>,6ranchC1tcu11•.ondClan1conttcl
Cncu11,.1ncludln11lnCrawlsp•cn : Typo THHN-T!iWN,
slnglaconductcrs1nrac:1way.
c . FttdttsandBranchClrcu1tsCcncnlodlnC0Ulngs,w~us.
P11n111cn•. 11na Cruwl,pucn: Typ • T!i!iN-THWN, •lngl•
ccnduc1cro1nnac,...,.y,
D. Feaders andBranchC1tcu111Concu 11<11nConcrete,b•low
Stabli-cn-Gr1de,1ndund1rground: Typ1THHN•lHWN.
•1ngla ccnduc1cn1 In r.1ceway.
A. UndergroundGrcund1ngCcnductcn1:1n11allban,ccpp1r
conauc1or. Bury ;UIU!il241nchetbolowgr.tde,
8 . :
1
~.!~d EqulpmcntOrcundlngConduetcrTerm1naucn1:
C. unaergroundConnecuon•: Welded.
D, Conn1c11on 1 10 Sttuc1ur.t!S11ol: Bcttod.
E. lnst.tllgroundmgconducton,rou\lldalcng,ho/1H1Dnd
1tra1gn1e1;1polh1pcu10leunlU•o<h er..1H1nd1ca1odor
requ1ted Oy Code. AYO Id cb~1tuO\lng ace us er placing
~~:~!c~:~~ where lhay may bo sub)ec!od to 1maln. lmpilt!.
ln1;1:a11 ground rod•dnY•n inccgrcund unlll U>PI ore 2
1ncnesbalcwrinalgradc,ct41nch1saDov1.
G. Prot1c1grouna rcas passing U,roughconcret1 with a
doubl1wrapp1ngclpressure-sensmYe lnsulat1ng1apa.
H, Maka ccnnoct!ons w1uiout upos1n11 ,1eo1 er damaging
coatlngi!any
ln•tallDond1ng 51r.>p1 andJump,or•lnlcca11cn••ccu01bl•
1or1n1poct1onandma1n1onance,e,coptwherarcutod
11,,cugh!ihc1111ngthsorcondu1t
J . Bend slfaps direcOy LC ba51c 11ruc1uro, t.t~lng can, no! to
p1noua10anyadJaconlpa11s.
Band1ooqu1pmonLmcunledcnYlbr.,t1cn ! .. laUonhong1,.
andsuppcns !>Dvtbra11cn 1snottr.1nsmmoa1or,g1dlV
mounted equipment.
l , TU!comple1adgrcundlng 1y•tomalHcnlccat1onwner•a
ma>1mumgn,un<HH I toncel0Yol1•1;poc1!led,a1 SO MCO
dlsconooc1onclcsurogrounamgtarm,nal,ana11tground
IGStwellS.
l .Monut•graund rH <1tanc e no1 100• ,nan""" 11111 dDY•
anor las! Uoco o! proc<p11:>11cn and w11hou1 SOIi t>amg
molstenadbyanymuni cthorlllan natura1oraino1gDor
supage ;ind wll/lout chemlc31 uaatmenl or cthu
1n111c,01mu n•clreduc1ngno1uralgfcurldtu 111anco.
2.Por1otm lU~ by !all-c!-po11n11al metncd acccn:llng lo
IEEE61.
J.Repcn measured ground resistances !ha! Hcoeds 5
chm5.
4.E>cCHI IYeGrcundR .. IOtanco: l!tH IOtanc1 1ogrcund
uooadsopoc1ll•d VOIUH, noury Cnns!ruc,,on Managat
prompuv and lncluda racommona~ucns to roduce
;rcundrulstance.
IDENTIFICATION
Powor-C1rcu11Condue1or ldon1111c~<1on: ForNo.lAWO
ccnductorsandlarger,ateachloca11cnwharocDurvaDl1.
ldanuryphasouslngcolor,codmgconductcrtapo,
B. Locot1onso1Undergroundllnos: ldonmyw111,
undorgtound-l1naw~rn1ng 10pe !er pcwor, llghung,
commun1cat1cn,andcam10/wlf1ng
C Warn1ngLaWlslorEnclosurutorPcwarandllghtlng:
C:cmply wnh UCF/1. 1910.1.1,; lden"r-., •Y•t•m Ycllag•w!t~
bloc~ ledo,.cn an or.Inge back11round. Apply to u1er1oro!
door,cDvar,orol/loracccss
:: ;::r1~1;::::~c::1::c:~:::,:~~: ~no
5
v7::::c
1
::::~:::I::,
mostconvan1entslew1ngw1thoutlntor1orenctwlth
cparallonandmo1ntononc•olequlpman1.
F, Install sys1am ldon111,ca11on caloroandlng ror raceways and
cabin at ~-toot ma,lmum ln!uvals in straight runs, and at
25-!oolma,1mum1ntervalolnconga,;10<1an,as.
a . Cclor-Cod1nglcrPnau ld1nt1llco11cn,GOOV 1ndLen :
Ungrcundod~ervlceruedetilndbranch,c1rcui1conduc1crs.
1,C:clo~lcr2081120-VClrcult•:
2.Field-Applled,Colcr-CodlngC:cnductorTDpo: Applvln
hall~appcd 1u,n, !er a minimum distanc:• er 6 1nctios
1rcm !orm1n olpo1nts.
H. Undarground•lln0Wam1ngfapo: Ccnt1nuou1
~n:~°.':~:~;!·::~~.;:~n~~a':.P• d1r1c1tv aDcYo lino at 610 8
SLEEVE AND SLEEVE-SEALS INSTALLATION
Concre1aSlo1bsandWall1: 1nstall slaa,11slorpenttratlcnt
unlon coro-<lrillodhclncr!otmadcpan1ng•ar.u,;.od .
1n,1all 1leoYH dur1nooroc11ono1,;1ab1 anaw11II •.
cu1 slHYH lol,ng1nformcun11ngllu,nw11nbo1nwoll
sunacH , :~:!!,'s~::::·:~; :~:~~:·.:~!~:~:.::n~u~:; ~~:rbi:"co
~~=:~~:e~r union M l~m1c cn1or>a roquno "'"•rant
END OF SECTION 26 05 00
SECTION 26 5613 LIGHTI NG PO LE S AND
STANDARDS
1.1 OESCRIPIION
ThlsHcllcnspoc1!1es 1ho!um"hlng,lns1a1lancn,and
ccnnect1cnclu10t1crlumlna1ros,polos,andsuppc11s.
1,Clearlvprason11umc1antlnlcrmaucn1cdt1armlne
compll~ncewltndrawlngsand 11poc1llci1tlcn1
l .4DEl1VERY,5TORAGE,ANDHANDl1NG
PtcYldtmanuractura(sst.maoraprov111onstcrprot1etmg
pole rinlshudunng tranl pcn. 11crag1,and 1n1na11a11on.Oo
no111orepolao cng,ound,Sla11palH OOthtyaraotloa1112
lnchnabcwagrcundlevol andgrcwlng vt1gat.ttlcn.Ccnct
1nstallm11pola
2.1 MATERIALSANOEOUIPMENT
Mo1ena10andoqu1pmont •nallbllnaccordancow1tnNEC:,Ul,
ANS1,andasshownon1hadraw1n11sandspoclhta.
1. Pol11 ~hall ba 7gauga t<>undi:,potod stool Modlllod Typo
1,.asmanuraeturad byValmcntondo1sshownontht
d,,,w,ng1.Flntoh ShRIID1 no1-c,pg•IY•nlndtoA!ITMA123.
2. Poles ,nalloeancncr-bolttyp1du1gn1<1rcrusew111,
und~rground supply conductors. Polos shall h~ve handhole
tiavingam1n1mumclurcponlngcl2.S•51nchos.Handhclt
3.ProY>daa 11tool-11roundlng 1;1udcppo1111nandnclo
oponlngs.dHlgnodtcproventaloclfclyslswnanusedwnn
copporwlro.
,. HardwaroandAc:c:e .. onH:Allnec""ryhat'Clwa,eand
op ,c111,aacce.,.cnu•nalloe 1hep,couc1011n1pcl•
B.Typas:
1. S1001 :1'raYlde,oundtopellldS1Hlpcl•ccntormlngt0ASTM
:;~~: Pole sholl ba nc1-<11p ga lYa n1z1d ccnr1tm1ng to ASTM
A.Founda11ons ,hollbecast-ln·placeconc101e.havlng4,0Q0p51
B.Plac,ccncra1a1nsplrally..,rappod1roa1odpaparlorm1rcr
rcundlcundollons,;indconstruc1tormsrcr squar•
C.Anchcrbc!t3ssembllosand11lnfon;lngorccncn,11
roundatlon1 ,nonD••••hcwnonlhodniw1ng•.Ancncr
Dcltsshallbo1naweldadcagacrproper1ypo-s1t1on1<1byl/la
t1ewJre1astlm1p1.
A. PatUL159BandNEMAC1l6.17.lumlnaln,sshallbe
wul/11r;,roof,hHyYduly,cutdcor,Ypesdnlgnodfcr
1n1clontl1ghtu!Ulzat1cn,adequo<ad1J111pauana!!ompand
ballas1hcat,andsalacloan1ngo1ndnilamplng.
B. L1gntdlsmou11cnpD1tern1ypu ~n•IIDeuapprovodOVTh1
Cl!yolCuponlncDapanmomc!Publlc .
C, lnccrpora11ballas!§lnllielumlnauehcu11n11 ,
C. lensos shall W lramo·mcunltd, heat-rnlst:in~ bcro,lllc.oto
gloH .Wlthpfl1mo11cre!rac1or1,unl1so o\he,..1n ,;pec1!iodl>y
l'hoC1tyo1Copon1ncDapanm1n!clPuollcWorll.1. usenea1
~"n:::i;i/~:r',:~~~~:1:~;::.~~:~~o~.H al an~ cu•n1cn
E. l ampsockol51orh1ghln10nsuyd1scharge(H.I.C)H-.1utethall
navclock1ng,<vpt porcelaln 1nclC!iutaslnccn!o1manco 1ctho
app1tcoblercqulromon1s orANSICB1 ,61 andUl496
F, Pro ... 111 1marnalcomponon1,;1olotm1nal ~111p1 a1lha!actcry,
O.Brackot.mounLtdlumina,,..1,na1 1naYtloYollngprov111on•
and Clamp·,Vpo OdJult.tble tllp·IIUo~ with lcclllnQ Jcrowi.
Ii. Ma1enalo1nollo1n1•1proo1.latcn .. andri1Ungo 1n•ll1>0
J . Lumlnauo, shall cony ractory ta Dots, 1ticwlng compltto.
1poc1tlc lomp and oall~st 1nrcrmauon.
a.SlAMPS
A.lnst:illthoprcpor1amp1 1n1umlnalr1lnstallod.
B. LompJ1nallbeg1nerJl-setv1c•,outaccr11gM1ngtypo1.
C.H1gn-PrassureS0d1um1HPS)Lampo:NEMAC:1B,O ,CRl21
lmln1mum1. wan age •• 1nd1ca1ad. Lamps on all havo minimum
avt1raga ratod 1110 c!2~.ooo hours.
O. lEO scurcessha llmutth,!olloW1ng1equlremen11:
1. i:"c"r~'.1ng1omporal!Ha rating •"•II b• bo1w .. n ..oa Fond
2, Ccrn,la!ldCclcrTem?Orature (CCTJ :asspecl!lodl>j/The
c1rvarcupanlno .
3. g~:,:r,,'!~:~•rlng lndn lCR!), Ao •pocl!lod ov TheC1,v er
2,6HIGHIUTENSITYD1SCHARCIEBAl1.ASTS
A.PerNEMACB2.•andUl\029.Ballas1s shollbe1ncapsula1.1d
•tngl1-lamp,ccppu-wcund,ccnstan1-wan.ag1
1u101ransrcrmor1yp1,des1gntd to operattcn ui, von.igt
sy~1em ,o,,.n,cn thev oroccnnoc,oa. and capoDle c!
cpen.,:,rcu11cporaucnwllhDUCr1ouc1nglamphl1,
B.Ballasu;1hallhav,1na1v1dualcv1rcurrentprctee11cnlneach
ungroundedsupp\ytonduc1or.
C, '!':!a:l.:::1
1~!=::·~~ ~~:-;a!~~~;: ~:~~ra::rlM•;,:~:.D! ID%'
D. P<>"'or!ac10,1nallWnctleH lhanSO'~.
E. Ball~s, ,na il ha11e a minimum stanlng 11mpora1ur1 or -22· F,
andanorma1 .imbltntopmt11ngtcmpara1ur101\04'F.
A.LEOat1""t11 0hollmtt1111,tollow,ngreq~1r.m on11:
1, Dt1ver~1hallhava a m1nlmum 1111c1,ncyor85'1,.
2. s1.1n1nghmp•ratu1 1:-1o·F.
J. lnpu, 11cha110: 12a cc•t O 12:10·~1 V.
4.PcworSuppl1os:c1ass1crllcu1put
5
. ;!::::{c!~~~::~E,17£t;:ir,1:~ ~~•::,:n~{~i~::I
do111adat1on 1n clamping ...01lag1. "C Low· wavt1orm1 ar1 n
dallnedln1EE!;/ASNIC62.41.2-2002,Scenar1ollcca11cn
Ca!ogoryC,
6, PowerFacto1JPFJ:l0.90.
7. Tolal Hormonlc 01•1on1cn (THOI: S 20'1..
e. ~~~e"r::i ;~~=;r~s~1u,•1 CFR Pan 18 Ncn-ccn1umor
S. Ot1•ol"!I shall l>O roduellcn ct tiazardous 1ub~!anc01
(ROHS),ccmpllan\,
UEXISTINGllCIHTINClSVSTEMS
A.Formcd11ic:at1cn1oraa0111cnstcu11111ngllgh11ngq,111m•.
u,a now ccmpcnants shill b• c:cmpallDlt w1tn lilt u1M1na
sys1ams.
PARTJ·E•ECUTION
J,1INSTALLATION
A. lnstlllllghtlnglnactcRlancowlthlheNEC.us~own onth1
drawings, and In acccrdancew<tn mohuractur•~•
1. E~cav;uoonl~a,n1cusarytcprovldasu1fic1on1won1lng
~~,1~r:~!,~ !~~l;s~l~~~::!i:,:!. ~~:!::t:~~::eo::~/er
rrcm110 .. 1nglmc,n1ucaya11on.T~orcugn1ycompoc:1
Dack!lllw1\hccmpac11ngarrangadtcprovt1n1pr1n ur1
:~::~~ ccnduelor, J~cket. er ~noa lh, and ll>e end cl
2. S1c o1 ncnor1>a1tsacccn:11ngtoanchor-bcl1tomplatas
rurnt1nodbvlhopol1manurac1uro1.
l . ln11:all pol .. unec .. ,..ry1ap,0Y1doop1rmanen\Y0t\!ca1
fuc~:~:
1
n
111
~~~.~::.racilel arm 1n p,cpar p<>Olllon lat
4. Aflor1nepoloshavobocnlnstallad, 1hlmmed.and plumt>ad,
groutt11e•p1>cHOo,..oont11opclol>DH •llnd lhccncra1e
ba .. w11n """·Unn~ conc:r11•11rou1 mo<en •I, ProYld• •
plasucorcopperlubt, cl no! less ui~n0.37~ In Inside
d1amotartnrc"gntn1grou1,ught!cth1topotuioconcn,1t
Dao 10 pro•onl mc1stur1 wuplng lrom the lntenoro1 <h •
pole.
C:, lns!.lll lamps1n1acn1um1nalte.
Cl . AdJu1:1/um 1nairesttiDIR1qu111rl1ldadjustm1n1cralmln11.
J.2ClROUNOINCl
Grcundncncurr,m,carry1n11pans alequ1pment,lnclud1ng
m•tal polos. lumlnaltos, mouh~ng arms. Oracilot1, ond
m•i:alltcenclc5Ullll,H I Pec1fl•dO)ITneC1tyo!Cup,ot\!nc,
wn,recoppergrcundlngconductctllccnn•ctodloam1111
clhor than copptr, pro'-"d• 5poclall~-uea1od er lined
ccnntc1.0rssu1tabl1 andllstadfcr th1Spur;,cn.
J.lAccop!anceCnock•anaTH!I
Var11yoperat1cn anu1nstalllnalumlnaltHandon1rg111ng
ENO OF SECTION 26 56 13
SECTI ON 27 05 00 COMMON WORK RESULTS
FOR COMMUNICATIONS
U SECTIONREQUIREMENTS
A. Subm1u.o11: ProductDalO.
2.1 PERFORMANC:EREOUIREMENTS
A. CcmplywlthNFPA70.
'' Cl on•e:11 : lllled 1ndl•Delod u dorlned1nNFPA7D.Dy•
quall!,o d testing agency. and marud re, ln1 •nd•d 1cca1Jcn
and application, Ccmptvwrt~ llA-569-8,
B. MotalCcnduitsandF1ulngs:
I . CIRC,AN!IIC80.1ondUL&,ho1-<11pgoh1;anizea,
2. Racl'Way F11~ngs: Spocl!lcallv dUlgnod !or raceway
fllP •Ustd1nProJac1.
C. Ncnm110IIICCnndu111 an<1Fm1ng1:
1. RNC: TypeEPC-la-PVC, ccmp1v1ng .. 1111 NEMATC2
andUL&51unltss oth1rwl,e lnd1catco.
2. Cc"11nucu~ !iOPE: Cem~ly "'"" UL 6'18.
3. Flrung• !er RUC : Comply'""" NeMATC J: matcn IC
condu1to11uo1ng1yp1anama1ar1a1.
D. ~!i}I~~~fr~in.~;~~~::::;:{•~:~!~;;;:;~:
E. H~ndnolesandBo•H fcrE•ltr!crUndorgroundWlrlng
1. Pclvmor-Concrete Handncln ;ind B<>•n Wit/I
:::.:ge;;;,on:;~~ed ~:::~~' w:1d::1vmc~, ::1:. :~:
r11nrorc•dw11h •ln l,lloerglan ,craccmo1n~Uono!t111 ~,.
2, Ccmplywl!nSCTEn.
l . ~;~:u;:;,,1;;~ 01:~~~•l!d:;;l;tn ounOI w1!11 ccen
4, Coyer; Weauierproo!, socur.d by tlm?Or•rUl5tlnt
!ock1ng
1
dl YICHnandu h1Ylnga11fuetural/»d raUng
~-Covu L"111no : MOid id l1n,r1ng, -ccMMUNICATIONS,"
A. Snap ... rcund, cclcr-coa1ng oanas: 11u101,. propr1n1ed,
color,code<11cryllc.
A, Install communication 1qulpm1n1 to prosldo re, HU cl
o,no, ini c.olla~•cn •. a~ulpmont wllh minimum 1n1er1uenc• 10
B. lnst.tll communication t qulpmt nl to l llcw ngh! a! wav!cr
plplngDndccnduitlnst.tllodiltoqutttd l lD?•-
C:. Install commun1cauon 1qu1pmant LC 1n1utt tnot ccnn,cung
p;imways andcablH aro clnror cb1tr11e1,cn•andc! m,
wcmngana acces~5p acecrcuieraqu1pm1n1.
C. lns~ll .;;"quln,dnl up,!'cnlng '!:lf!cet,and 111.11 .. .,., In
oompcn1n<~•• 1n11y Oro ccnilruclO<I
E, Install sluv, and slet111 1nl1 ot lypt and numbu r1qulr1d
WDlla al,ngccmmunlcaucn H tvlce p,onatrauon•cr u1enot
PATHWAY ANO CABLE INSTALLATION
=-J A M ES VACCARO
A R C H I T E C T, I N C .
PA CIFICA I CA l 9<0"
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WWW ,J\IARCHIT ECI.COM
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verizonJ
VERIZON WIRELESS
218~ 1,Ul C!iEl l OAIVE. SU ITE 9
WAl NUlCREEK.,C A 9459$
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A Oont /.111 : Ccm:~~r:!n~;,CA I, NECA lOI , and TIA-569-B for REV ,..,.,..,,.
1 10f.Uf2Cll7 90% CONSTRUCTION
S/2112018 100% CONSTRUCTION
I , E•pc!Mld: GRC. 61221 2018 1100% CONSTRUCTION REV.
2, Ccncoal•d AboY•grcundc GRC:. lOC% CONSTRUCTION REV
l . ~~==;~~r~;:· Single Run: RNC, Typo EPC-'O-PVC, ?ll6/2 0 18
PER CITY COMMENTS .
~. Ban& and Enclosurts: NEMA 2~0, lype JR.
C. :1~~~~:a1~1~i:::~t(;~~ .~:~~en \radt I IZI. Minimum I IU ~~:t~~:~;~1~Sil~l~orii~,;rfl!!
D. ConcH lracewav••ndcablH,UnlHSClhe<WIHlndlCOtod. MO Dlf lEOOAREPRODUC ECINPART CRIN Wt<CI.E
E. lnstallpullwlr011n1mp!yrac1woy1.
l .J GROUNOINCI
Wll!iCUTPRlCRWRITT E/lC:ONSENT THE SE PlANSARE
FOR '-'A I I E0 10BEFULL-SIZEAIARCHDi•·oe
C:Of'YRIGl-<1;>01 6 .IAM ESVACCA,ROAACHIIECT INC
A. ~::r:n:.r:~:a~n.~11~:~~~~~:c!:n~~:~;t~~M, "Grounding, !-"'~"'!..!"!!!'"'-' --------
B. Complyw1tOJ-ST0-61JI-A,
END OF SECTION 27 05 00 SPECIFICATIONS
D1VJS10NS 28 THROUGH 48-NOT USED
SP-3