18-184 Encroachment Agreement, Verizon Wireless, R.O.W. at 20955 Stevens Creek Blvd.C UP ER03 I/ 4 I 7725
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E NCROACHMENT AGREEMENT
This Encroachment Agreement ("Encroachment Agreement"), made this / )1 day of
QC~ , 20Jj ("Effective Date") between the City of Cupertino, a political subdivision of
the State of California, hereinafter designated "Licen sor" 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"). Thi s Encroachment Agreement shall serve as an encroachment licen se. 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 de scribed in Attachment
1 attached hereto.
4. Term. The term of this Encroachment Agreement s hall be as set fo11h in Section 2 of the
Agreement.
5. Fees. The initial Rent for the term of this E ncroachment 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 followin g 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 b e required by any Federal , State or Local authorities , as well
as a satisfactory fibe r and electrical connection which w ill permit Licensee use of the Licensed Area
as se t 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 manne r ; (iv)
Licensee determines that it will be unable to obtain in a satisfacto ry manner, or maintain any fib er
or power connection; or (v) Licensee determines that the Licensed Area is no lon ger technically
compatible for it s use , Licensee shall have the ri g ht to terminate this Encroachment Agreement.
Notice of Licensee's exercise of it s right to terminate shat l be g iven 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 , th is Encroachment Agreement shall be of no further
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 further obligations for the payment
of Rent to Licensor.
8. Miscellaneous. N I A
[Signature page follows]
EXECUTED to be effective as of the date shown above .
ATTEST:
~G ~1bt
l •• ~r ~ tO .---(' I
APPROVED AS TO FORM
CI ~--KIT RN Wi~FICE
BY: oc__v ~_J
R CIC FJCf.c.0
City Attorney
Exhibits:
A ttachment 1
LICENSOR:
City of Cupert in o , a political
subdivision of the State of California
By:_~----=-----·· ~~'~-
Name: c f-11/0 IJ105lc Y ------,---------,------Tit I e: C,1'( (AN 1~((L
LICENSEE:
GTE MOBILNET OF CALIFORNIA
LIMITED PARTNERSHIP ,
D I BI A VERIZON WIRELESS
by Cellco Partnership,
its Genera l Partner
By :
Name: Scott Stewart
Title: Director-Network Field Engineering
See attached.
Attachment
1 Licensed
Area
verizon "
~
ALVESQ.R
\ iATRIOT
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'lt!\"S IT E
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CAMPilsDR
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C UPERTINO
\YJl~l~I~·
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DIREC TIONS FROM VERIZON WIREL ESS OFFICE
WAL NUT Cl"\i:c;r. l...A;
HEAD NORTHEAST ON MITCHELL OR TOWARD OAK
GROVE RD
TUAN RIGHT ONTO OAK GROVE RD
TURN RIGHT ONTO YGNACIO VALLEY RD
YG NACIO VALLEY RD TURNS RIGHT AND SECOM ES
HlLLSJOEAVE
USE THE LEFT 2 LANES TO TURN LEFT ONTO THE
INTERSTATE 680 S RAMP TO SAN JOSE
MERGE ONTO 1-680 S
CONTINUE ONTO 1·280 N
use THE 2ND FROM THE RIGHT LANE TO TAKE THE
DE ANZA BOULEVARD EXIT
USE THE LEFT 2 LANES TO TURN LEFT ONTO NOE
ANZA BLVD
TURN RIGHT ONTO STEVENS CREEK BLVD
TURN RIGHT ONTO N STELLING RD
TITLE
VERIZON PM
VERIZON CM
MODUS PM
UTILITIES
LANDLORD/
PROPERTY OWNER
SIGNATURE
E-4 tcmi,um=nmc•IiI3
DAT E
~
PROJ ECT DESCRI PTION
THE PROJECT INVOLVES THE INSTALLATION OF AN UNMANNED
VJIRELESS TELECOMMUNICATION FACILITY CONSISTING OF AN
ANTENNA ANO ASSOC IA TEO EOU1PMENT ON ACITY OF
CUPERTINO REPLACEMENT STEEL LIGHT POLE IN THE PUBLIC
RIGHT OF WAY. EXISTING POLE AND FOUNDATION TO BE
REMOVEO ANO REPL.ACEO\MTH NEW STEEL POLE. PEDESTAL
BASE CABINET EQUIPMENT ENCLOSURE ANO CONCRETE
FOUNDATION. EXISTING POLE FOUNDATION TO BE
DEMOLISHED AND REMOVED.
GENERA L SCO PE OF WORK
CJ ANTENNA ANO ASSOCIATED EQUIPMENT
INSTALL A NEWCYLJN DR ICAL ANTENNA AT TOP O F
REPLACEMENT STEEL LIGHT POLE AND EQUIPMENT
....... THIN NEW PEDESTAL BASE CA81NET, INSTALLATION
CONSISTS OF (1) NEW CYLINDRICAL ANTENNA
CONCEALED 'MTH IN NEW CONCEALMENT SHROUD AT
TOP OF LIGHT POLE. (2) NEW RRUS EQUIPMENT
CABINETS. (1) NEW LOAD CENTER, (I) FIBER DEMARC. (1)
DISCONNECT, (2) DIPLEXERS MOUNTED.....,THIN NEW
PEDESTAL BASE CABINET AND ASSOCIATED P~R.
FIBER AND COAXIAL CABLES ROUTED IMTHIN LIGHT POLE
ANO BASE.
0 PAINT
AlliIEW EQUIPMENT ANO MOUNTING COMPONENTS
S HALL 8E PAINTED TO MATCH LIOHT POLE, INCLUDING
ANTENNA SHROUD. MOUNTING BRACKETS. PEDESTAL
BASE CABINET ANO TRANSITION SHROUD.
0 SIGNAGE
FCC MANDATED RF NOTICE/ WARNING AND SHUT-DOWN
SIGNAGE TO BE MOUNTED TO LIGHT POLE PER FCC
REQUIREMENTS. THE CITYOF CUPERTINO
REQUIREMENTS, THE CALIFORNIA PUBLIC UTILITIES
COMM ISJON GENERAL ORDER 95 SECTION 94.5 AND
PACIFIC GAS ANO ELECTRIC REQUIREMENTS.
~
JAMES VACCARO ARCH ITECT. JNC.
411 OONDEE WAY, UNIT C
PACIFICA, CA 94044
CONTACT: JAMES VACCARO. AIA
CONTACT NUMBER: (415) 606-3670
FAX NUMBER: /4 15) 953-4471
EMAIL: JVACCARO@JVARCHITECT.COM
SURVEYOR
QUIET RIVER LANO SERVICES, INC.
11501 DUBLIN BOULEVARO,SUITE :!00
DUBLI N. CA 94568
CONTACT: KEVIN M. MCGUIRE
CONTACT NUMBER: (925) 734-6768
EMAIL: KVNM@OUIET-RIVER.COM
PEDEST A L BASE CABINET/ POLE ENGINEERIN G
COMMSCOPE. INC. Ct-NOtf I H CAtfOLINA
1100 COMMSCOPE PLACE, SE
HICKORY. NC 28602
CONTACT: ROCKY COLAPIETRO
CONTACT NUMBER: (972) 207-4984
EMAIL:ROCKY.COLAPIETRO@COMMSCOPE.COM
AGENT PROJECT MANAGER
MODUS, INC.
240 STOCKTON STREET. 3RD FLOOR
SAtl FRANCISCO. CA 94108
CONTACT: KEVIN BOVVVER
PHONE:/4011)21S.5442
EMAIL: KBOVVVER@MOOUS-CORP.COM
J;,1 ;J • 2! I #t!i nEf.i..1.M
SITE NAME:
SITE ID:
LOCATION CODE:
SF _CUPER031
CPSC031
417725
LTPL1578
24863
4993063026
ASSET ID:
BADGE NUMBER:
SERVICE ID:
SITE ADDRESS: PUBLIC ROW ADJACENT TO
20955 STEVENS CREEK BLVD.
CUPERTINO, CA 95014
COUNTY:
SITE TYPE:
~
VERIZON 'NIRELESS
27BS MITCHELL DRIVE, SUITE 9
WALNUT CREEK, CA 94598
CONTACT: JENNIFER HAAS
PHONE:(6SOJ75g.1377
EMAIL: JENNIFER.H ........ S(!!!VERLZONIMR ELESS,COM
AG ENT
MODUS, INC.
240 STOCKTON STREET, 3RD FLOOR
SAN FRANCISCO, CA 9410B
CONTACT: KEVIN BO\/VVER
PHOtiE:(408)219•5442
EMAIL: KBOW'r'ER@MDDUS-CORP.COM
PROP ERTY OWNER
CITY OF CUPERTINO
CUPERTINO CITY HALL
10300 TORRE AVENUE
CUPERTINO, CA 95014•3202
PHONE: (408) n7.3354
EMAIL: ENGINEERING@CU PERTINO.ORG
A.P.N.:
OCCUPANCY TYPE:
ROW ADJACENT TO 326-31.022
NIA·LIGHT POLE IN ROW
CONSTRUCTION TYPE:
ZONING JURISDICTION:
ZONING DESIGNATION:
LATITUDE (NAO BJ):
LONGITUDE (NAO BJ);
GROUND ELEVATION:
TYPE V-B
P(CG,RES)
37"19'26.0J"N
122"02'28.7J"W
:t2G9.3'AMSL
:l<:f:•_ll..lEl!IIJ'~e.1;:,
ALL \NORK Atm MATERIALS SHALL BE PERFORMED AND
INSTALLED IN ACCORDANCE Vw'ITH THE FOLLOIMNG CODES
AS ADOPTED BY THE AUTHORITIES HAVING JURISDICTION.
NOTHING IN THESE Pl.ANS IS TO BE CONSTRUED TO PERMIT
'AORK NOT CONFORMING TO THE LATEST EDITIONS OF THE
FOLLO'NING CODES AND AUTHORITIES HAVING JURISDICTION.
2016 CALIFORNIA ADMIN ISTRATIVE CODE, TITLE 24 PART 1
2016 C ALIFORNIA BUILDING CODE, TITLE 24 PART 2
2016 CALIFORNIA ELECTRICAL CODE, TITLE 24 PART 3
2016 CALIFORN IA MECHANICAL CODE, TITLE 24 PART 4
2016 CALIFORNIA PLUMBING CODE. TITLE 24 PART 5
2016 CALIFORNIA ENERGY CODE, TITLE 24 PART 6
2016 CALIFORNIA FIRE CODE, TITLE 24 PART 9
ANSVT1A·222-G
20111 NFPA \01, LIFE SAFETY CODE
2017 NFPA 70, NA TJONAL ELECTRICAL CODE
2016 NFPA 72. NATIONAL FIRE Al.ARM CODE
2016 NFPA 13, SPRINKLER CODE
2013AASHTOLTS-6
STATE OF CALIFORN IA GENERAL ORDER NO. 128
C ITY/ COUNTY ORDINANCES AND CODES
ACCESSIBILITY FAC ILITY IS UN-MANNED A NO NOT FOR HUMAN
REOUIREMENTS:HABITATION, DISABLED ACCESS NOT REQUIRE[
IN ACCORDANCE WITH CALIFORNIA CODE OF
REGULATIONS TITLE 24, PART 2, VOL. I.
CHAPTER 118, DIVISION 2, SECTION 116-203.5.
C!I!lilll~l:!Il!flL _)
SANTA CLARA COUNTY
STEEL LIGHT POLE
s ~~~ I filiIB.I!ill
T-1 I TITLESHEET
T-2 I SYMBOLS.ABBREVIATIONS
T-3 I OEN ERAL NOTES
C-1 I EXISTING SITE CONDITIONS
A-1 / SITE PLAN, ENLARGED ANTENNA LAYOUT, ENL.ARGED EQU IPMENT L.AYOUT
A-2.0 I ELEVATIONS
A-2.1 I ELEVATIONS
A-3 I DETAILS
A-4 I DETAILS
EP-1 I SINGLE LINE DIAGRAM, EQUIPMENT GROUNDING DIAGRAM
EP-2 j UTILITY PLAN. CONDU IT SCHEDULE. CIRCUIT DIAGRAM
EP-3 I DETAILS
SP-1 I SPECIFICATIONS
SP-2 I SPECIFICATIONS
SP-3 I SPECIFICATIONS
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10/31 12017 90%CONSTR UCTION
2/a/2018 100•,1, CO NSTRUCTION
THESE"1.A11S ARE ll-lS IRU•IENI SOFSE"'-'ICE4U04RE
~OR IHECUEtlrSUSE SOU:LYWTHRE~PECI 10 THIS
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SYMBOLS,
ABBREVIATIONS
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T-2
. eneral Notes
GENERAL NOT ES
1. CONTRACTOR SHALL VERI FY AND COORDI NATE
ALL NEW ANO EXISTING CONDITIONS AND
DIMENSIONS AT JOB SITE FOR COMPARISON
'MTH DRA\NINGS AND SPECIFICATIONS PRIOR TO
BIDDING AND START OF CONSTRUCTION. IF ANY
DISCREPAN CIES , INCONSISTENCIES OR
OMISSIONS ARE FOUND. THE ARCHITECT/
ENGINEER SHALL BE NOTIFIED, IN WRITING FOR
CLARIFICATION PRIOR TO PROCEEDING VVITH
\t\ORK.
2. 00 NOT SCALE DRA'MNGS. CONTRACTOR SHALL
NOTIFY THE ARCHITECT/ ENGINEER FOR
CLAR IFIC ATIONS, ALL DIMENSIONS SHALL BE
FIELD VERIFIED BY THE CONTR ACTOR AND
COORDINATED INITH ALL OF THE \t\ORK OF ALL
TRADES. IF DISCREPANC IES A RE FOUND. THE
CONTRACTOR SHALL NOTI FY THE ARCHITECT/
ENGINEE R IN \NR ITING FOR CLARIFICATION
BEFORE COMMENCEMENT OR RESUMPTION OF
'.t ABBREVIATIONS THROUGHOUT THE PLANS ARE
THOSE IN COMMON USE. NOTIFY THE
ARCHITECT/ ENGINEER OF ANY A8BREVIATIOU$
IN QUESTION.
4. ALL MATER IALS FURNISHED AND IN STALLED
SHALL BE IN STR ICT ACCORDANCE \MTH ALL
APPLICABLE CODES, REGULATIONS, ANO
ORDINANCES. CONTRACTOR SHALL ISSUE ALL
APPROPR IATE NOTICES AND COMPLY\o\'ITH ALL
LAIN.;, ORDINANCES , RULES. REGULATIONS, AND
LAWFUL ORDERS OF ANY PUBLIC AUTHORITY
REGARDING THE PERFORMANCE OF THE V.ORK.
5. ALL VI.ORK CARR IED OU T SHALL COMPLYVv1TH
ALL APPLICABLE MUNICIPAL ANO UTILITY
COMPANY SPECIFICATIONS AND LOCAL
JURISDICTIONAL CODES, ORDINANCES AND
APPLICABLE CODE ANO REGULATIONS.
6. UNLESS NOTED OTHER\NISE, THE 11'.0RK SHALL
INCLUDE FURNISHING MATERIALS, EQUIPMENT.
APPURTENANCES, AND LABOR NECESSARY TO
COMPLETE ALL INSTALLATIONS AS INDICATED
ON THE DRA\NINGS.
7, THE CONTRACTOR SHALL INSTALL ALL
EQUIPMENT AND MATERIALS IN AC CORDANCE
Vv1TH MANUFACTURER'S RECOMMENDATIONS
UNLESS SPECIFICALLY STATED OTHER'MSE.
6. IF THE SPECIFIED EQUIPMENT CANNOT BE
INSTALLED AS SHOWN ON THESE DRAVoJINGS.
THE CONTRACTOR SHALL PROPOSE AN
AL TEA NATIVE INSTALLATION FOR APPROVAL BY
THE ARCHITECT/ENGINEER.
9. LEGAL EXITS SHALL NOT BE BLOCKED AT
ANYTIME.
10. TEMPORARY PEDESTRIAN PROTECTION SHALL
BE PROVIDED AS REOU!RED BY LOCAL CODES.
11. THE ARCH ITECT/ ENGINEER SHALL BE
CONSULTED IN ANY/ ALL CASES \II/HERE CUTTING
INTO AN EXISTING STRUCTURAL PORTION OF
ANY STRUCTURE IS NECESSARY. PRIOR TO
PROCEEDING \o\'ITH \<\ORK.
12. CONTRACTOR SHALL VERIFY ACTUAL ROUTING
OF CONDUIT. POWER ANO FIBER CABLES.
GROUND CABLES AS SH0',-1,'N. CONTRACTOR
SHALL SHALL ADD NEWCONDUIT AS
NECESSARY. CONTRACTOR SHALL CONFIRM THE
ACTUAL ROUTING WITH THE CONSTRUCTION
MANAGER .
13. THE CONTRACTOR SHALL PROTECT EX ISTING
IMPROVEMENTS. PAVEMENTS. CURBS.
LANDSCAPING AN D STRUCTURES. ANY
DAMAGED PART SHALL BE REPAIRED AT
CONTRACTOR'S EXPENSE TO THE SATISFACTION
Of THE OWNER.
14, CLEAN UP AND DISPOSAL-REMOVE DEBRIS,
RUBBISH ANO WASTE MATERIAL FROM THE
OWNER'S PROPERTY TO A LAWFUU LEGAL
DISPOSAL AREA ANO PAY ALL HAULING ANO
DUMPING COSTS. CONFORM TO PERTAININ G
FEDERAL, STATE AND LOCAL LAWS.
REGULATIONS AND ORDERS UPON COMPLETION
Of VI.ORK ALL CONSTRUCTION AREAS SHALL BE
LEFT CLEAN AND FREE FROM DEBR IS. CLEAN
ALL STAINS , PAINT SPOTS, DROPPINGS, ANO
OTHER BLEMISHES .
15. THE CONTRACTOR SHALL PROTECT ALL FINISH
\NORK ANO SURFACES FROM DAMAGE DURING
THE COURSE Of CONSTRUCTION AND SHALL
REPLACE AND/ OR REPAIR ALL DAMAGED
SURFACES CAUSED BY THE CONTRACTOR OR
SUBCotJTRACTOR PERSONtJEL TO THE
SATISFACTION OF THE 0111/NER.
16. PRIOR TO INSPECTION OF THE EXISTING
FACILITY. THE CONTRACTOR MUST RECEIVE
PERMISSION FOR SITE ACCESS FROM THE
OWNER OR THE DESIGNATED REPRESENTATIVE.
17. \II/HEN IT IS NECESSARY TO INTERRUPT ANY
EXISTING UTILITY SERVICE TO MAKE
CORRECTIONS AND/ OR CONNECTION, A
MIN IMUM OF .:16 HOURS ADVANCE NOT!CE SHALL
BE GIVEN TO THE OWNER. INTERRUPTIONS IN
UTILITY SERVICES SHALL BE OF THE SHORTE ST
POSSIEILE OU RATION ANO SHALL EIE APPROVEO
IN ADVANC E av THE OWNER .
18. ALL CONTRACTORS PERFORMING WORK ON THE
SITE SHALL BE RESPONS IBLE FOR INITIATING.
MAINTAINING AND SUPERVISING A REASONABLE
AN D PRUDENT SAFETY PROGRAM INCLUDING
BUT NOT LIMITED TO THE ISOLATION Of\NORK
AREAS AND THE PROMPT REMOVAL OF ANY
DEBR IS OR TOOLS 'NHICH MAY ENDANGER THE
PUBLIC OR 'MJRKERS.
19. THE CONTRACTOR SHALL VERIFY THE LOCATION
Of ALL EXISTING UTILIT IES BELOW GRADE ANO
RELATED SERVICE CONNECTIONS WITH THE
RESPECTI VE UTILITY COMPANIES.
20. THE CONTRACTOR SHALL COORDIN ATE THE
REMOVAL. ABANDONMENT. ANDI OR
RELOCATION OF EX ISTING UTILITIES ABOVE OR
BELOW GRADE \o\'ITH THE RESPECTNE UTILITY
COMPANIES.
21. TH E CONTRACTOR SHALL PERFORM ALL \NORK
V\IITH IN PUBLIC RIGHTS-OF-WAY ACCORDING TO
LOCAL JUR ISDICTION AL STANDARDS ANO
SPECIFIC ATIONS. CONTRACTOR SHALL OBTAIN
PERMITS FROM APPROPRIATE AGENCIES.
22 . ALL CONCRETE REPAIR WORK SHALL BE DONE IN
ACCORDANCE WTH AMERICAN CONCRETE
INSTITUTE (ACI) 301 .
23. ALL STRUCTURAL STEEL 11\0RK SHALL BE DONE
IN ACCOR DANCE 'MTH AISC SPECIFICATIONS.
24. THE EXISTING SITE IS IN FULL OPERATION. ANY
CONSTRUCTION VI.ORK BY CONTRACTOR SHALL
NOT DISRUPT THE EXISTING NORMAL
OPERATION. ANY WOR K MUST BE COORDIN ATED
WITH THE OWNER. ALSO. \NORK SHOULD BE
SCHEDU LED FOR AN APPROPR IATE \MNOOWTO
MIN IMIZE DISTURBANCE.
25. THE ARCHITECT/ ENGINEER SHALL BE NOTIFIED
IN ~ITING Of ANY SUBSTITUTIONS. INCLUDING
CHANGES IN PRODUCTS. MATERIALS.
EQUIPMENT AND DETAILS OF CONSTRUCTIONS
FROM THOSE SHOWN. THE SUBSTITUTIONS
PROCEDURES PER SPECIFICATIONS SECTION 01
25 00 SHALL BE FOLLOVJEO. THE CONTR ACTOR
SHALL ASSUME FULL RESPONSI BILITY FOR
PERFOR M ANCE AND ASSOC IATED COSTS FOR
ANY SUBSTITUTION NOT APPROVED IN ~ITING
BY THE ARCH ITECT/ ENGINEER PER
SPECIFICATIONS SECTION 01 25 00.
26. PROVIDE A PORTABLE FIRE EXTINGUISHER IMTH
A RATING Of NOT LESS THAN 2-A OR 2-All~BC
V\IITHIN 75 FEET TRAVEL DISTANCE TO ALL
PORTIONS Of THE !A'ORK AREA DUR ING
CONSTR UCTION.
CONTRACTOR SHALL USE BEST M ANAGEMENT
PRACTICES TO PREVENT STORM WATER
POLLUTION DURING CONSTRUCTION.
28. SHOP ORA'MNGS SHALL BE SUBMITIEO FOR ALL
EQU IPMENT AND MATERIALS 111/HICH MUST
INTERFACE AND COORDINATE WITH OTHERS.
WHETHER DETAILED OR NOT.
31. THE CONTRACTOR SHALL OBTAIN OSHA
PERMITS FOR ANY VERTICAL EXCAVATION OVER
S'-0" DEEP INTO 'J\/HICH PERSONS MUST
DESCEND.
32. ALL DISSIMILAR METALLIC MATER IALS SHALL BE
EFFECTIVELY ISOLATED FROM EACH OTHER TO
PREVENT G ALVANIC ACTION, 'J\/HETHER
DETAILED OR NOT.
JJ. ALL WOOD IN CONT ACT 'A'!TH MASONRY OR
CONCRETE SHA LL BE PRESSURE TREATED lf.llTH
AN APPROVED PRESE RVATIVE.
2 Site or Notes
S ITE WORK NOTES
1. THE CONTRACTOR SHALL CONTACT UTILITY
LOCATING SERVICES At~D CONDUCT
UNOERGROUNO UTILITY LOCATING ANO
MAPPltlG PR IOR TO THE START OF
CONSTRUCTION.
2. ALL EX ISTUIG ACTIVE SEWER. WATER. GAS.
ELECTRIC. AND OTHER UTILITIES WHERE
ENCOUNTERED IN THE \NORK. SHALL BE
PROTECTED AT ALL TIMES. ANO 1/VrlERE
REQUIR ED FOR THE PROPER EXECUTION OF TH E
\/,,ORK. SHALL BE RELOCATED AS DIRECTED BY
CONSTRUCTION MANAGER ONLY UPON
APPROVAL OF SPECIFIC UTILITY O'M-IER .
EXTREME CAUTION SHOULD BE USED BY THE
CONTRACTOR \II/HEN EXCAVATIN G OR DRILLING
PIERS AROUND OR NEAR UTILITIES.
J. ALL SITE \NORK SHALL BE AS INDICATED ON THE
DRAW NGS ANO PROJECT SPECIFICATIONS.
4, IF NECESSARY, RUBBISH, STUMPS, DEBRIS,
STICKS. STONES AND OTHER REFUSE SHALL BE
REMOVED FROM THE SITE ANO DISPOSED OF
LEGALLY.
5. ALL EX ISTING INACTIVE SEWER. WATER. GAS,
ELECTRI C AND OTH ER UTILITIES, WH ICH
INTERFERE VVITH THE EXECUTION OF THE 'NORK,
SHALL BE REMOVED AND/OR CAPPED, PLUGGED
OR OTHER'MSE DISCONTINUED AT POINTS
WHICH 'MLL NOT INTERFERE WITH THE
EXECUTION Of THE \NORK, SUBJECT TO THE
APPROVAL Of CONTRACTOR. OVVNER ANO/OR
LOCAL UTILITIES.
6. CONTRACTOR SHALL DETERMINE THE
ACCURATE LOCATION Of EXISTING
UNDERGROUND FACILITIES PRIOR TO ANY
EXCAVATION.
7. CONTRACTOR SHALL CEASE EXCAVATING IF
UNIDENTI FIED UTILITIES ARE ENCOUNTERED.
8. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
UTILITY OWNER OF EXCAVATION DAMAGE A ND
TAKE STEPS TO MITIGATE DAMAGE AND/ OR
ASSIST WITH REPAIR.
9. CONTRACTOR SHALL PROVIDE ADEQUATE
SHORING. BACKFILL AND OTHER PHYSICAL
SUPPORT TO PROTECT UNDERGROUND
UTILITIES.
10. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO
EXISTING SITE DURING CONSTRUCTION .
11. THE CONTRACTOR SHALL PR OVIDE SITE
SIGNAGE IN ACCORDANCE WTH VERIZON
WIRELESS ANO AUTHORITY HAVE JURISDICTJON
SPECIFICATIONS FOR SITE SlGNAGE.
12. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO
EX ISTING SITE DUR IN G CONSTRUCTION .
EROSION CONTROL MEASURES. If REQU IRED
DURING CONSTRUCTION. SHALL BE IN
CONFORMANCE WITH THE LOCAL GUIDELINES
FOR EROSION A!"O SEDIMENT CONTROL.
CONCRETE NOTES
1. ALL POURED-IN-PLACE CONCRETE SHALL HAVE
AN ULTIMATE COMPRESSIVE STRENGTH Of 4,000
PS! AT 28 DAYS. UNLESS OTHERWISE NOTED
(DESIGN BASIS 2.500 PSI-NO SPECIAL
INSPECTION REQUIRED). CEMENT TO BE TYPE II
FROM TESTED STOCK PER ASTM C-150.
2. CONCA ETE FORM TOLERANCES SHALL BE
WITHIN THE STANDARDS SET BY THE AMERICAN
CONCA ETE IN STITUTE.
3. ALL REINFORCING STEEL. ANCHOR BOLTS.
DOWELS AND OTHER INSERTS SHALL BE
SECURED IN POSITION ANO INSPECTED BY THE
LOCAL BUILDING DEPARTMENT INSPECTOR
PRIOR TO THE POURING OF ANY CONCRETE.
4. NO PIPES OR DUCTS SHALL BE PLACED IN
ST RUCTURAL CONCRETE UNLESS SPECIFICALLY
DETAILED. REFER TO ARCH ITECTURAL,
MECHANICAL, PLUMBING ANO ELECTRI CAL
ORAV\1 NGS FOR LOCATIONS,
S. FORM EXPOSED CORNERS OF COLUMNS. BEAMS.
WALLS. ETC. WITH 314 ltlCH CHAMFERS UNLESS
DETAILED OTHER'A'ISE.
6. PROVIDE LIGHT BROOM FIN ISH ON ALL EXPOSED
CONCRETE UNLESS NOTED OTHERIMSE.
Re, rc1ng Stee otes
REI NFORCING STEEL NOTES
1. RE INFORCING STEEL SHALL CONFORM TO ASTM
A-615 GRADE 60 U.O.N .
2. BARS SHALL BE CLEAN OF MUD. OIL OR OTHER
COATINGS LIKELY TO IMPAIR BONDING.
3. ALL REINFORCING SHALL BE SECURED IN PLACE
PR IO R TO PLACING CONCR ETE OR GROUTING
MASONRY.
4. REINFORCING STEEL SHALL BE SPLI CED AS
SH0\11/N OR NOTED. SPLICES AT OTHER
LOCATIONS SHALL BE REVIEWED BY THE
STRUCTU RAL ENGINEER.
Stee otes
STEEL NOTES
1. ALL STRUCTURAL AND MISCELLANEOUS STEEL
SHALL CONFORM TO ASTM A-36 AND SHALL BE
FABRICATED ANO ERECTED IN ACCORDANCE
WITH A.I.S.C. SPECIFICATIONS FOR THE DESIGN
FABR IC ATION ANO ERECTION Of STRUCTURAL
STEEL FOR BUILDINGS. LATEST ADDITION.
2. BOLTS SHALL CONFORM TO ASTM AJ07, UNLESS
NOTED OTHER'MSE.
J . PIPE STEEL SHALL CONFORM TO ASTM A•SJ,
GRADE B.
<I. PLATES SHALL CONFORM TO ASTl.1 A-36.
5. ALL STEEL PERMANENTLY EXPOSED TO
WEATHER. (INCLUDING NUTS, BOLTS. W AS HERS)
SHALL BE HOT-DIP GALVANIZED AFTER
FABRICATION.
6. INSTALLATION Of CONCRETE
EXPANSION/Ill/EDGE ANCHOR. SHALL BE PER
MANUFACTURER'S ~ITTEN RECOMMENDED
PROCEDURE. THE BOLT. DOWEL OR ROD SHALL
CONFORM TO M ANUFACTURER'S
RECOMMEN DATION FOR EMBEDMEN T DEPTH OR
AS SHOV\/N ON THE DRAIMNGS. NO REBAR SHALL
BE CUTWTHOUT PR IOR CONTRACTOR
APPROVAL WHEN DRILLING HOLES IN
CONCRETE. SPECIAL INSPECTIONS, REQUIRED
BY GOVERNING CODES. SHALL BE PERFORMED
IN ORDER TO MAINTAIN MANUFACTURER'S
MAX IMUM ALLOWABLE LOADS.
We ding otes
WE L DiNG NOTES
1. THE DUALITY Of M ATERIALS AND TH E
FABR ICATION OF ALL WELDED CONNECTIONS
SHALL BE IN CONFORMANCE WTH THE
AMERICAN WELDING SOCIETY'S STRUCTURAL
VoJELOING CODE, AINS 01.1 LATEST EDITION .
2. VoJELOING SHALL BE LIMITED TO SINGLE PASS
FILLET WELDS, ANO SHALL BE PERFORMED BY
CERTIFIED WELDERS IN AN APPROVED SHOP
PER CBC S ECTION 1704.2.S.2. NO SPECIAL
INSPECT ION OF Vv'ELDING IS REQUIRED.
J. ALL WELDING SHALL BE DONE BY CERTIFIED
WELDERS USING PRE-OUALIFIEOVIIELOING
PROCEDURES.
amtmg otes
PAINTING NOT ES
I. EXTRA MATERIALS: DELIVER T00\11/NER 1
QUART 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 OTHER'MSE.
3. MATERIAL COMPATIBILITY: PROVIDE MATER IALS
THAT AR E COMPATIBLE WITH ONE ANOTHER ANO
WITH SUBSTRATES.
4, FOR EACH COAT IN A PAINT SYSTEM. PROVIDE
PRODUCTS RECOMMENDED IN WR ITING BY
MANUFACTURERS OF TOPCOAT FOR USE IN
PAINT SYSTEM A ND ON SUBSTRATE INDICATED.
5. REMOVE HARDWARE. AND SIMILAR ITEMS TH AT
ARE NOTTO BE PAINTED. MASK ITEMS THAT
CANNOT BE REMOVED. REINSTALL ITEMS IN
EACH AREA AFTER PAINTING IS COMPLETE.
6. CLEAN ANO PREPARE SURFACES IN AN AREA
BEFORE BEGINNIN G PAINTING IN THAT AREA.
SCHEDULE PAINTING SO CLEANING OPERATIONS
WILL NOT DAMAGE NE'A'l.Y PAltHED SURFACES.
7. APPLY PAINTS ACCORDING TO
MANUFACTUR ER 'S WRITIEN INSTRUCTIONS.
B. APPLY PAINTS TO PRODUCE SURFACE FILMS
WITHOUT CLOUDIN ESS, SPOTIING, HOLIDAYS.
LAPS. BRUSH MARKS. ROLLER TRACKING, RUNS.
SAGS. ROPINESS. OR OTHER SURFACE
IMPERFECTIONS. CUT IN SHARP LINES ANO
COLOR BREAKS.
9. If UNDERCOATS OR OTHER CONDITIONS SHOW
THROUGH TOPCOAT, APPLY ADDITIONAL COATS
UNTIL CURED FILM HAS A UN IFOR M PAINT FINISH.
COLOR. ANO APPEARANCE.
10. SEE SPECIFICATIONS SECTION 09 9000 FOR
PAINTING AND COATING SPECIFICATIONS.
1. LUMINAIRES, JUNCTION BOXES. 1-112" RIGID
METAL CONDUIT. 1-112" PVC CONDU IT, AND
POLES SHALL COMPLY WITH SECTION 86 Of THE
CAL TRANS STANDARD SPECIFICATIONS AND
CITY Of CUPERTINO STANDARD DETAILS.
2. LUMINAIRES MAY BE CUT OFF. TYPE M-11 OR M•III
1.E.S. LIGHT DISTR IBUTION , UNLESS OTHERWISE
NOTED. AT CUL-DE-SACS USE TYPE M-11 1 OR
BETTER, UNLESS OTHERW'ISE NOTED.
3. THE SERVICE SUPPLYING ELECTROLIER CIRCUIT
SHALL BE FUSED AND GROUNDED IN
ACCORDAN CE \MTH NATIONAL ELECTRICAL
CODE AT THE FIRST JUNCTION BOX. AN
ADDITIONAL FUSE JS REQU IRED AT EACH
ELECTROLIER ON ANY UNGROUNDED
CONDUCTOR. CONDUCTORS SHALL BE #8 THW
UNLESS OTHERWISE NOTED ANO ALL SERVICE
SHALL BE 120 VOLT. PHOTO ELECTRIC UN IT
CONTROL IS TO Bo LOCATED ATT H, LU M IN AIRE
UNLESS OTHER\NISE NOTED.
4. TH E CONTRACTOR SHALL OBTAIN A SERVICE
POINT CONFIRMATION AND A CLEARANCE FROM
THE CITY OF CUPERTINO PUBLIC 'M)RKS
DEPARTMENT PRIOR TO INSTALLING ANY
FOUNDATIONS, POLES. CIRCUITS AND
CONDUCTORS. UNDERGROUND SERVICE ALERT
SHALL BE USED TO VERIFY LOCATION Of OTHER
UNDERGROUND UTILITIES.
S. PRIOR TO PLACING ANY VI.ORK OTHER THAN
CURB AND GUTTER. THE CONTRACTOR SHALL
SUPPLY THE CITY OF CUPERTINO PUBLIC
\<\OAKS OEPARTMENTI/VTTH A PACIFIC GAS AND
ELECTRIC COMPANY ELECTRICAL POWER
DESIGN \IIJITH ELECTR IC AL SERVICE POINTS ANO
POLE NUMBERS.
6 , A CITY OF CUPERTINO PUBLIC VI.ORK$
DEPARTMENT CONNECTION ORDER IS REQUIRE
TO ENERGIZE ANY ELECTROUER OR EQUIPMENT
{PROVIDED BY THE CITY Of CUPERTINO AFTER
COMPLETION ANO INSPECTION FOR SUBMITIAL
TO PACIFIC GAS AND ELECTR IC).
7. CONTACT PACIFIC GAS AND ELECTRIC FOR
ADDITIONAL REQUIREMENTS AND CONTACT THE
CITY Of CUPERTINO PUBLIC WORKS
DEPARTMENT FOR INSPECTIONS OF
FOUNDATIONS FORTY EIGHT HOURS PRIOR TO
FOUNDATION POUR ING AND ELECTR ICAL
INSPECTIONS.
8. THE CONTRACTOR SHALL SUPPLY TO THE CITY
OF CUPERTINO FOR APPROVAL.
MANUFACTURER'S SUBMITTAL$ FOR ALL NEW
LUMINAIRES.
9. ALL CONDUCTORS SHALL BE SIZED IN
ACCORDANCE 1/VtTH THE NATIONAL ELECTR ICAL
~ JAMES VACCARO
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CUPERllNO, CA 95014
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ARM
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CONTROLLER
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1. EXISTING UNDERGR OUND SUBSURFACE UTILITIES SHOWN A RE " •
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(§DJ]
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N O R T H STEL L ING R O AD
1. REPLACEMENT STEEL LIGHT POLE SHALL BE 7 GA. MIN IMUM MODIFIED TYPE 15
POLE BY VALMONT INDUSTRIES. INC. WITH SINGLE ARM ASSEMBLY (ARM LENGTH
TO MATCH EXISTING) OR APPROVED EQUAL BY COMMSCOPE.
EXISTING POLE MOUNTED SIGNAGE SHALL BE RELOCATED TO NEW POLE.
J. REPLACEMENT MAST ARM ANO LUMINAIRE SHALL BE ORIENTED PERPENDICULAR
TO CENTERLINE OF EXISTING ROADWAY.
4, DEMO EXISTING ASPHALT ANO SIDEWALK TO EXISTING CONTROL JOINTS AS
REQUIRED FOR DEMO OF EX ISTING POLE FOUNDATION AND PLACEMENT OF NEW
FOUNDATION. REPLACE EX ISTING ASPHALT ANO SIDEWALK 1N KIND.
5. NEW POLE FOUNDATION. ANCHORAGE OF PEDESTAL BASE CABINET TO NEW
FOUNDATION. ANCHORAGE OF POLE TO BASE CABINET ANO STRUCTURAL
ENGINEERING ANA'=-YSIS OF NEW POLE AND BASE BY COMMSCOPE.
SCALE:
1~" 2' 2
(E) STEEL LIGHT·
POLE & FOUNDATION
TO BE REMOVED &
REPLACED
!E} "BUS STOP-
SIGN TO BE
RELOCATED TO
REPLACEMENT
POLE
(E) LUMINAIRE >-----
CONTROLLER
(E)8'STEEL---~
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EJGRADE o·-0·
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2 1 EXISTING SOUTH ELEVATION
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(E) "BUS STOP' SIGN TO
BE RELOCATED TO
REPLACEMENT POLE
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-' SIDE ELEVATION FRONT ELEVATION FRONT ELEVATION SIDE ELEVATION
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-,-%5.1"
GE_60A fE60Rl;.e.£U~l;QJ)!$C:9_NNEC T WE IGHT
"""'EIGHT i4LBS.
NOTES.
~NERAL ELECTRIC PART• TF60RCP.
2. NEMA JR OUTDOOR RATED,60A, 120/2<10VOLT, 1
PHASE FUSED DISCONNECT.
3. INSTALL IN STRICT ACCORDANCE VIIITH GENERAL
ELECTRIC INSTALLATION MANUAL.
MAIN D I SCONNECT SCALE:
N."f's 8
CBC1923T-4310 DIPLEXER DIMENSIONS
HE IGHT :t4.57"
WIDTH j :t8.3S"
DEPTH I :12.48"
CBC1923T-4310 DIPLEXER WE!GHT
OlPLE;ii:ER r5LBS.
NOTES:
~MMSCOPE PART# E11F1JP06
2. ALL CONNECTORS SHALL BE VVEATHERPROOFEO.
3. INSTALL IN STRICT ACCORDANCE v.t!TH COMMSCOPE
INSTALLATlotJ MANUAL.
DIPLEXER
lL 1 i~-,~-1·
N) PSU AC 08 POWER /2"\
~(t~)LOA $ ~(BELO~CE~TER ~ INTERFACE. TYP. OF (2l\,
N) RRUS J2 LU.
UNIT.TVP.OF(2)~ ~
N) OIPLEXER , (6\ "'
TVP.OF{2) Qv
IJECT ~~===~~'----------1 ~
DECORATIVE
TRANSITION
SHROUD BY
COMMSCOPE
ANCHORAGE OF
(N) POLE TO
(NJ STEEL PEOESTAL BASE
CABINET. TVP. OF COMMSCOPE
SSC-7602J8040X1JJ
"METRO CELL CABIN Er
PEDESTAL BASE -< :~;~t;.1~:E u~=-;;P~LA;;N;---------------4
:~~i~;coNNEC,FT;;;,:c=====:;a;;i
6l--------lilll,N,s'c"oA~NECT@ ~l''I , • 1111111 ' . D ii I
ELEVAT ION B
(N)LEO
CONTROLLER
(N) FIBER
DEMARC
ELEVATION A
l~l iDOOROPEN)
:!:831 LBS. ~
NOTES:
~MMSCOPE PARH SSC-760238040X133 METRO CELL CABINET.
2. IN STALL IN STRICT ACCORDANCE WITH COMMSCOPE INSTALLATION MANUAL
J. CABINET TO BE FACTORY PO'A'ER COATED BATILESHIP GRAY.
R--r
!
I t:
\i:0'
rn t:
ELEVATION C
(DOOR OPEN\
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.
PEDESTAL BASE CABINET
SCALE:
"""""iJ."f.s
SCALE:
"1r.i':s
6
7
ICSJ
{D'1
~ D
FRONT E LEVATION SIDE ELEVATION
SQUARED 00816L 100RB LOAD CENTER DIMENSIONS
HEIi.in, i:12.65"
WIDTH
DEPTH _l i:4.27"
SQUARED C0816L 100RB L.PAD CENTER WEIGHT
WEIGHT j i:10 LBS.
NOTES.
~UARE O PART# OD816L1DDRB.
2. NEMA JR OUTDOOR RATED. 100A. 120/240 VOLT, 1
PHASE LOAD CENTER.
J. INSTALL IN STRICT ACCORDANCE 'MTH SQUARE
01 SCHNEIDER ELECTR IC INSTALLATION MANUAL
LOAD CENTER PANEL
~ 1 ~"-"··-· ~ METER. WATIHOUR
SMARTMETER
(FURNISHE D t.
INSTALLED BY PGt.E)
(N) NEMA 3 POLE. 3
WIRE LOCKING-TYPE
RECEPTACLE
SIDE ELEVATION
PG&E SMAR_IEOLE METER DIMENSIONS
DIAMETER J :1:4.5"
HEIGHT I :l:2.S·
~..!;_SM ARTPOLE METER WEIGHT
WEIGHT I :!:3LBS.
NOTES:
~&E CODE# M241490.
2. PG&E TO PERFORM RF SIGNAL TEST.
3. INSTALL IN STRICT ACCORDANCE WITH PGt.E UTILITY
BULLETIN FOR SMARTPOLE METER SERVICE.
WIRELESS METER SCA LE:
N.T.S
NOTES:
ANSI SAFETY
YELLOIN
CAUTION NOTICE
\M-tlTE
BACICGROUND
J ll m 1·-= ·-·11 ANSI SAFETY ::==-==== YELLOWSYMBOL
--· BLACIC LETIERlNG.
r< TYP.
~TODOR RATED SELF ADHESIVE VINYL DECAL \NITH UV,
CHEMICAL, ABRASION AND MOISTURE RESISTANCE.
POST SIGN/ DECAL 9'-0" BELDWBOTIOM OF NEW ANTENNA.
CONTRACTOR TO CONFIRM SPECIFIC SIGN REQUIREMENTS
WITH VERIZON WIRELESS, THE CITY OF CUPERTINO, FCC ANO
AUTHORITIES HAVING JUR ISDJCTJON PR IOR TO FABRICATION.
4. SIGN SHALL LIST/ OISPLAYO'NNERSHIP COMPANY-S NAME,
CONTACT NUMBER AND SPECIFIC SITE IDENTIFICATION.
5. SIGN COLORS, SYMBOLS ANO LAYOUT SHALL CONFORM TO
ANSI ZSJS. I, ANSI 2535.2 AND ANSI C95.2-2007.
SCALE:
""1[f.s SIGNAGE/ DECAL
4
5
C
8 (N)MOUNTING ~ ~ B BRACKET
~
.e..bA!i
SUPPLIED WI
RRUS UN IT
H~ [r N)RRUSJ2
UNIT
N) MOUNTING
BRACICET
SUPPLIED WI
RRUSUNIT
NO'TES:
~CSSON PART# RRUS 32
2. ALL CONNECTORS SHALL BE WEATHERPROOFED.
3. INSTALL IN STRICT ACCORDANCE WITH ERICSSON
INSTALLATION MANUAL.
4, MOUNT UNIT TO PEDESTAL BASE CABINET
MOUNTING PLATE WITH M8 X 16MM GALVANIZED HEX
MACHINE BOLTS, TYPICAL OF (4) PER UN IT MINIMUM.
RRUS 32 UNIT
~ ~1~
J~ROUNOING i l----,,J INTERFACE
OUTPUT INPUT
SCALE:
~
POWER POWER
FRONT ELEVATION S IDE ELEVATION
ERICSSON PSU AC OB DIMENSIONS.
HEIGHT i:7.5"
DEPTH -,-.,.
!:;_RIC_SSON ~l.j AC OB WEIGHT
WEIGHT f i:lOLBS.
NOTES:
i":'EiiicssoN PARTIS PSU AC DB
2. ALL CONNECTORS SHALL BE WEATHERPROOFED.
J, INSTALL IN STRICT ACCORDANCE 'MTH
ERICSSON INSTALLATION MANUAL.
PSU AC 08 UNIT I '~~:; I 2
=-JAMES VACCA RO
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DETAILS
A-3
(E) POUR OR (E)--c.L-l·
CONTROL JOINTS
IN (E) CO NCRETE
SIDEWALK
(E)CONCRETE~:
SIDEWALK
(N)G"THICK----...:...,_f'-:...-,1'
CONC.SLAB
V.I.F.~REOUIREO .l
C .
. 3
~ .~
:~
I ~ . '. ,-. , , , -, ~ \ . . ~ ;\/ ·"t ··-r :··-. · ... :~1·-j .1_-·\·· .s~
(E)CONC.CURB.----~
PROTECT 1N PLACE
.---
~
PLAN
(E) SIDEWALK I (N) CONCRETE
~
(N)CONC. I
1
FOUNDATION ~ • •
~~~~~c~~E> ' . ; ~ .'
SECTION A
(N) 6" THICK,-----~
CONC.SL.AS
{N) 114 @ 1r·----!---'...:l-
O.C ., E.W.
(N)J'-O"OIA~k•=t
CONC.
FOUNDATION
(DESIGN BY
COMMSCOPE)
(E) CONC, CURB.----'
. . . t
PROTECT IN PLACE SECTION 8
N) OR (E) CONDU IT
TOPO'NER P.0.C.
(N) CONCRETE! (E) SIDEWALK
(N i i,,~.,. i ) )
O.C.,E.W. 1 (N) (6)114 VER T.
(N)(2)114
TIEi ioS
TH ICKEN SLAB TO 12"
@ (N) JUNCTION BO X
-v
DEMO EX ISTING SIDEWALK TO EXISTING CONTROL JOINTS AS REQUIRED FOR DEMO OF EXISTING ANO PLACEMENT OF NEW
FOUNDATION A NO TOPPING SLAB. REPLACE EXISTING SIDEWALK IN KIND.
2. PROTECT EXISTING CONCRET E CURB IN PLACE.
J. ANCHOR BOLTS ANO RAC F:MIAYS SHALL BE SECURED IN PLACE PR IOR TO PLACEMENT OF CONCRETE.
4. USE POLE MANUFACTURER PROVIDED TEMPLATE FOR PLACEM ENT OF ANCHOR BOLTS. REMOVE ALL GREASE, OIL. DIRT AND
CONTAMINANTS FROM ANCHOR BOLTS WITH SUITABLE SOLVENT. CENTER ANCHOR BOLT GROUP ON CONCRETE FOUNDATION , PLACE
ANCHOR BOLTS IN A PLUMB POSITION. POINT HOOKS TOWARD THE CENTER OF THE FOUNDATION. V ERIFY REQUIRED ANCHOR BOLT
PROJECTION.
S. ALL T IES SHALL HAVE 5" HOOKS AS SHOINN . ALL VERTICAL BARS SHALL STOP J" SHORT OF TOP ANO BOTTOM OF FOUNDATION, ALL
TIE S SHALL HAVE J" M IN/M UM OF COVER.
CABLE TRENCHES AN D FOUNDATION SHALL BE BACK FILLED AND COMPACTED PR IOR TO ERECTION OF NEW LIGHT POLE.
7. THE FOUNDATION SHALL CURE A MINIMUM OF (7) DAYS PRIOR TO INSTALLATION OF POLE.
CONCRETE TOPPING SLAB
15"DIA.
(N) FRP CONCEALMENT
SHROUD CAP
(N) VERIZON wtRELEsslu
CYLINDER ANTENNA '\fv
ANCHOR ANT ENNA TO
MOUNT PER MFR.
SPECIFICATIONS
(NJ FRP CONCEALMENT
SHROUD
(N) FRP CONC EA LM ENT
SHROUD
NOTES:
(N) STEE L ANTENNA
MOU NT
ll~tt----(N)'A'IRELESS SM ART@
METER A -3
{N)Vv1 RE LESSMETE R
MOUNT (S UPPLI ED WI
CONCEALM ENT SHROUD)
(El OR (N) ST EEL
MAST ARM
CONC EALM ENT SH ROUD/
A NTEN NA MOUNT TO STEEL
LIGHT POLE BY WESTERN
UTILITY T ELECOM , INC. (~1 0.210)
(N) TAPERED SHEET
METAL SKIRT
-+-----,(E} OR (N) STEEL
LIGHT POLE
SECTION AT
C ONC~RO UD
1S0METER1C A T
CONCEALMENT SHR O U D
(E) OR (N) STEEL
M AST A RM
(N ) TAPERED SHEET
METAL SKIRT
(E)OR {NJ STEEL
LIGHT POLE
1. NEW FR P CONCEALM ENT SHROUD, GA LVANIZED SHEET M ETAL SKIRT, ANTENNA/ LIGHT POLE MOUNT ANO MOUNTING
COMPONENTS av \NESTERN UTILITY/TELECOM, INC. (PHONE: 503-587..0101 ) (10#210),
:?. FRP CONC EALME NT SH ROUD MOUNT TO LIGHT POLE BY WESTE RN UTILITY/T ELECOM, INC.
J. PAINT NEW fRP SHROUD A ND EX POSED MOU NT ING COMPO NENTS TO MATC H LIGHT POLE.
4. POWDER COAT NEW GALVANIZED SHEET METAL SKIRT ANO EXPOSED MOUNTING COMPOl~ENTS TO MATCH LIGHT POLE.
S. GROUND NEW ANTENNA PER MANUFACTURER'S SPECIFICATIONS.
CONCEALMENT SHROUD
~'lo:6'.
.of;! [O
~ ~
CYLINDER ANTENNA DIMENSIONS
DIAMETER I :1:1 4.6"
HE IGHT I :t24"
CYLIN_D_ER ANTE_NNA W_fil~_!-tT
ANTENNA WEIGHT :l:.2 7 LBS.
SCA LE:
N.T.S 3 CYLINDER ANTENNA
SCA LE:
N.T.S
s~~~;: I 2
=-JAMES VACCARO
A R C H I T E C T, I N C .
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REV I DATE ISSUE
10/31 /201 7 1 90%CONSTR UCTION
218/2018 I 100% CON STRUCTION
4118/20 18 J1 00%CONSTRUCTION REV.
6/2 11201 8 l ,ooP~;~~tT~~~~~ZT~Ev .
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DETAILS
A-4
NOTES:
1. ALL GROUND ELECTRODE SYSTEMS SHALL BE BONDED TOGETHER. AT OR BELOW GRADE. BY W.O OR
MORE COPPER BONDING CONDUCTORS IN ACCORDANCE IIVITH THE CEC.
2. PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 61) 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 UN IT SHALL BE DIRECTLY CONNECTED TO THE GROUND BAR IIVITH GREEN
INSULATED SUPPLEMENTAL EQUIPMENT GROUND \/VIRES, 6 AING COPPER DR LARGER.
<I. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE.
S. APPROVED ANTIOXIDANT COATINGS (I.E .. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL
COMPRESSION AND BOLTED GROUND CONNECTIONS.
6. GROUND CONDUCTORS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING
AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS. METAL SUPPORT CLIPS OR SLEEVES. WHEN
IT 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)VERIZONV.RELESS~
CYLINDER ANTENNA ~
SGI I
~ r (N) #2 AING TO ANTENNA
(ROUTED IMTHIN POLE)
~ I
I
E) GRADE
(N) STEEL STREET-----+
LIGHT POLE
{NJ PEDESTAL BASE
EQUIPMENT CABINET
G:J(N) CONCRETE
~FOUNDATION
i
~
(N) 16 AWG TO PSU AC 06 UNIT
(ROUTED WTHIN PEDESTAL BASE)
(N) #6 AING TO RRUS 32 UNIT
(ROUTED IMTHIN PEDESTAL BASE)
(N) STREET LIGHT
JUNCTION BOX/VAULT
@
(NJ~-OJA. X 10'-0" LONG
COPPER CLAD GROUND
ROD
EQUIPMENT GROUNDING DIAGRAM s~~~;: J 2
NOTES:
I. PROVIDE ELECTRICAL SERVICE EQUIPMENT IIVITH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE
FAULT CURRENT FROM THE f>O.NER UTILITY.
2. ALL SERVICE EQUIPMENT ANO INSTALLATION SHALLCOMPLYIMTH THE PREVAILING LATEST EDITION OF THE
CALIFORNIA ELECTRICAL CODE, 2017 NFPA 70. AUTHORITY HAVING JURISDICTION ANO UTILITY COMPANY.
3. CONDUCTORS SHALL BE SPLICED IN ACCORDANCE IIVITH STATE OF CALIFORNIA DEPARTMENT OF
TRANSPORTATION STANDARD PLAN ES·13, COMPRESSION CONNECTOR ANO WATERPROOF. r---r
(N) FRPCONCEALMENT___J I
SHROUD i i
(N) "SMARTPOLE" METER Tu' '1 WA TTHOUR (SMARTMETER)
FURNISED INSTALLED BY ,
1
'
PG&E M I
(N) J PIN LOCKINC
RECEPTACLE
";'"" (N)VERIZONVVIRELESS ; (; j RRUS32 UNIT {AWS) WI A..J
: ~ ::sT~:~:i:oWER 2
I -A ·J ~
(N)l1)'12HOT lW)~ 'f'
(N) TERMINAL BLOCK·
'MTHIN CONCEALMENT
SHROUD
! ~
f {N ) {<l)Y." SUPERFLEX COAX
I C CABLES ('MTHIN POLE) (IN
I I 1-112" RISER-GARD ~ ···-c,,---J ~;!~~~1~~:~;~~~A IN
; °LL___{N) 2 PAIR FIBER. (WITHIN (WITHIN POLE)
(N)(1)'12NEUTRAL ltd
(\MTH IN POLE)
;
(NJ 60A FUSED MAIN DISCONNECT _
MOUNTED IMTHIN PEDESTAL BASE
(SUPPLIED \/\IITH PEDESTAL)
~
I : I ITT PEDESTAL BASE)
-I (N} (<1).V." SUPER FLEX COAX f : ~-~~~~~~~~NR~OLE) (IN
I INNEROUCD TO ANTENNA IN
I CONCEALMENT SHROUD
(NJ<•>•12HoT.¥.·c. 1 I I ! ___ -5:. i ::~;.~2 o':,N~~~!l WI A: : (N)VERIZONIMRELESS;
C •. INTERFACE (\I\/ITH1N PEDESTAL)
/3\ (N) LOAD CENTER MOUNTED
~ :i;~l=~Oi,~~A~:;::TAL)
(WITHIN POLE)
(NJ (1) #8 HOT-------'P
[\MTHIN POLE)
A~
'r-f-+--(NJ (2)#12.(1)#12GNO,
(WITHIN PEDESTAL BASE)
(N)(2)#12,(1 )#12GND.
I (WITHIN PEDESTAL BASE)
i},--(N) 2 PAIR FIBER,
I (\MTH IN POLE)
I (IN MAXCELL
I INNER DUCT)
IN) (1) '12 NEUTRAL f 1' lti]
(N)(1)#8NEUTRAL 1 1 I
(IMTHIN POLE)
(NJ (1) J2 GND.------H'f'
(WITHIN POLE) TO (N)
GROUND ROD
[fl-(N) VERIZON \/\IIRELESS@
FIBER DEMARC VVITH IN 7
PEDESTAL BASE A.J
: ~sEu;:.sL;~~l\/\llTH
VERIZON VVIRELESS POWER
(N)(1)#2GNO
(VJITH IN POLE)TO
MGB
'!'--+--(NJ (2)ii12, (WITHIN
PEDESTAL BASE) {NJ N•\6STREET LIGHT~ JUNCTION BOX/VAULT/
~~~;~~::~:::A;~1:ELOW l @T-:~l~A~:;::r~L
FIBER BY FIBER / BASE DOOR) (SUPPLIED
PROVIDER. (E) CONO:\IT _ _U ~-/ W1TH PEDESTAL BASE)
IN TRENCH. r 1 '
:~---------t---------rF--------~-'' x I .
SHEET NOTES
I, COMPLY 'MTH GOVERNING CODES ANO REGULATIONS OF
A UTHORITIES HAVING JURISDICTION. PROVIDE PRODUCTS
OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN
SATISFACTORY use IN SIMILAR SERVICE FOR TH REE
YEARS. USE EXPER IENCED INSTALLERS. DELIVER.
HANDLE. ANO STORE MATERIALS IN ACCORDANCE 'MTH
MANUFACTURER'S INSTRUCTIONS.
2. COORDINATE 'MTH UTILITY COMPANY FOR SITE SPECIFIC
'AORK ANO MATER IAL REQUIREMENTS PRIOR TO START
OF CONSTRUCTION.
3. PROVIDE ALL CONDUIT. PULL ROPES. PULL BOXES.
CONCRETE ENCASEMENT(IF REQUIRED), BAR RIERS, POLE
RISERS. TRENCHING. BACKFILL. AS REQUIRED PER SITE
SPECIFIC REQUIREMENTS.
<I. OBTAIN PERMITS FROM AUTHORITIES HAVING
JURISDICTION REQUIRED TO PERFORM THE 'AORK. PRIOR
TO START OF CONSTRUCTION.
5. NOTIFY CONSTRUCTION MANAGER OF EXISTING
CONDITIONS DIFFER ING FROM THOSE INDICATED.
6. PROV IDE SERVICE ENTRANCE EQUIPMENT IMTH FAULT
CURRENT RATINOS GREATER THAN THE AVAILABLE FAULT
CURRENT FROM THE PO\NER UTILITY PROVIDER.
7. REVIEW ANO INSPECT EX ISTING CONDITIONS. GROUNDING
SYSTEM ANO LIGHTING PROTECTION SYSTEM FOR
COMPLIANCE \/\IITH THE AUTHORITY HAVING
JUR ISDICTION . REPORT ANY ADVERSE FINDINGS TO THE
CONSTRUCTION MANAGER PRIOR TO PROCEEDING.
6. PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO
EARTH TESTING FOR NEW GROUND ELECTRODE
SYSTEMS. PROVIDE SUPPLEMENTAL GROUND
ELECTRODES AS REQUIRED TO ACHIEVE A TEST RESULT
OF 5 OHMS OR LESS.
9. ANTIOXIDANT COATINGS SHALL BE USED ON ALL
COMPRESSION ANO BOLTED GROUND CONNECTIONS.
10. ALL W'IRING METHODS SHALL CONFORM TO THE LATEST
EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC)
ANO UTILITY COMPANY REQUIREMENTS ANO AUTHORITIES
HAVING JURISDICTION.
11. ALL BENDS ANDI OR OFFSETS SHALL BE MADE \/\IITH
FACTORY SECTIONS USING APPROVED COUPLERS PER
CEC REQUIREMENTS.
1::!, ALL EMPTY CONDUITS SHALL HAVE Af" POLYPROPYLENE
PULL ROPE PROVIDED INSIDE ANO SEALED \IV1TH A DUCT
SEAl ON BOTH ENOS OF THE CONDUIT.
13. THE ENDS OF ALL CONDUITS INSTALLED SHALL BE SEALED
IMTH A DUCT SEAL.
14. PROVIDE NEW METER AND DISCONNECT PER UTILITY
COMPANY REQUIREMENTS.
SYMBOL LEGEND
---,---@--
--SGI--S1RAll0EOCO!'PERCROUU0\\.1RE\'~TH
CREEN."1»1,11-f,'a!l!IISUl.ATIOtl
IIR,t,.1.ICHCIRCUI T
U!.IOERGIIOU!.IO
=-JAMES VACCARO
A R C H I T E C T, I N C .
•IIOONOEEW,1,.Y,U,IIIC
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REV I DATE ISSUE
101311201 7 I 90% CONSTRUCTION (E)120V(2)#8CI~ L ______ _
CUPERTINO STREET
LIGHT CONDUCTORS.
SEESHEETEP·2
IIRAIICHCIRCU!I 2 2/812016 100%CONSTRUCTION
(NJ%° DIA. X 10'-0"
GROUND ROD L_ ,1,BO'JEGRAOE 4118/2018 100°.4, CONSTRUCTION REV.
. (N) VERIZON \IV1RELESS CCIIOUI T TUFIUEOUP 6/2!/2018 100% CONSTRUCTION REV.
CONDUCTORS PER PER CITY COMMENTS
SINGLE LINE DIAGRAM
S IN G L E L INE D IAGRAM (N) 10AWATERPROOF
:~~te;:)IZON -COIICMTSTWIIEOOUl ~'.!~~;!~iw .... ;~:~r~~~·:i~J~;
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EQUIPMENT
GROUNDING DIAGRAM
CONNECTION L ___ ~_J L __ ]'-----{NJ 10AWATERPROOF ---~---
' -------FUSE t------+-----------1 ~~ ~~~~~CTORS------4. '-----------(C~~(~F0~~:~RTINO) @ ':,~~c::;roij!~~~1~~';
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(N) UG FIBER SPLICE PANEL
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SHEET NOTES
1. COMPLY 'NITH GOVERNING CODES AND 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.
2 . OBTAIN PERMITS FROM AUTHORITIES HAVING
JUR ISD ICTI ON REQU IRED TO PERFORM THE \r\rORK. PRIOR
TO START OF CONSTRUCTION .
3. NOTIFY CONSTRUCTION MANAGER OF EXISTING
CONDITIONS DIFFERING FROM THOSE INDICATED.
4. PROVIDE SERVICE ENTRANCE EQUIPMENT \o\'ITH FAULT
CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT
CURRENT FROM THE POWER UTILITY PROVIDER .
5. REVIEWAND INSPECT EXISTING CONDITIONS, GROUNDING
SYSTEM AND LIGHTING PROTECTION SYSTEM FOR
COMPLIANCE VVITH THE AUTHOR ITY HAVING JURISDICTION.
REPORT ANY ADVERSE FINDINGS TO THE CONSTRUCTION
MANAGER PRIOR TO PROCEEDING.
6. EXISTING UNDERGROUND ltlllRING, CONDUIT ANO FUSE
INFORMATION SHOWN IS BASED ON CLIENT PROVIDED
INFORMATION ANO BEST PRESENT KNO'vVLEDGE OF
EXISTING CONDITIONS. WHERE COND ITIONS ARE
UNCOVERED DURING CONSTRUCTION THAT DIFFER FROM
WHAT IS SHOWN OR THAT REQU IRE MODIFICATION OF
DETAILING SHOWN. SUCH DISCREPANCIES SHALL BE
CALLED TO THE ATIENTION OF THE ARCHITECT PRIOR TO
PROCEEDING \NITH THE WORK.
7. ALL VVIRING METHODS SHALL CONFORM TO THE LATEST
EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC).
NFPA 70 AND APPLICABLE SECTIONS OF THE CITY OF
CUPERTIN O DEPARTMENT OF PUBLIC v-JORKS STANDARDS.
8, A CITY OF CUPERTINO PUBLIC V\ORKS DEPARTMENT
CONNECTION ORDER IS REQUIRED TO ENERGIZE ANY
ELECTROLIER OR EQUIPMENT (PROVIDED BY THE CITY OF
CUPERTINO AFTER COMPLETION AND INSPECTION FOR
SUBMITIAL TO PACIFIC GAS AND ELECTRIC).
9. CONTACT PACIFIC GAS AND ELECTRIC FOR ADDITIONAL
REQU IREMENTS AND CONT ACT THE CITY OF CUPERTINO
PUBLIC Vo.OAKS DEPARTMENT FOR INSPECTIONS OF
FOUNDATIONS FORTY EIGHT HOURS PRIOR TO
FOUNDATION POUR ING AND ELECTRICAL INSPECTIONS.
10. THE CONTRACTOR SHALL SUPPLY TO THE CITY OF
CUPERTINO FOR APPROVAL, MANUFACTURER'S
SUBMITIALS FOR All NEW LUMINAIR ES .
11. ALL CONDUCTORS SHALL BE SIZED IN ACCORDANCE v-1TH
THE NA TlONAL ELECTRICAL CODE.
12. ALL OVERLOAD PROTECTION (F USES) SHALL BE SIZED IN
ACCORDANCE VVITH THE NATIONAL ELECTRICAL CODE.
13. 1/1/HENEVER AN INSTALLATION IS NEAR ANY OVERHEAD
VVIRES/ CONDUCTORS, A CLEARANCE MU ST BE OBTAINED
FROM PACIFIC GAS AND ELECTR IC PRIOR TO
INSTALLATION.
SHEET LEGEND
€fNOUITO[AMETER
ONDUIT APPROXIM ATE
NGTH IN LINEAR FEET
ONOUIT SCHEDULE MARK
ISTING, NEW, UNDEGROUND.
SURFACE MOUNTED !E-EX1ST1NG.
N-NEW. U·UNOERGROUNO.
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f:::"3--EXISTIN G N-9 BOX (STREET
W LI GHTVAUL]ll NUMBE R
NEW N-16 BOX (STREET ~ LIGHTVAULT)/NUMBERINEW
VERIZON \.\'IRE.LESS FIBER
SPLICE PANEL LOCATION
~~~~~~:~~~~L;~~!T~~NT
OF CONNECTION
·-····----EXISTING OR NEW CONDUIT ROUTE
~ ~~N~c;F~~~~~~l~~R
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DEMARC/ SPLICE PANEL/ POINT
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THESEPWISAAEII-ISIRU ... ENTSOFSERVICE AIIOAAE
FOR1tEct1Etll'SUSESOlElYl',l fHRESP£CTTOHHS =~,~6·~~:~~LP~~:::~~E
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CONDUIT SCHEDULE,
CIRCUIT DIAGRAM
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§t lliil•I•llllJ~i:.J;J•IM=t•Jil=J*i
~
1. SIGN SHALL BE MOUNTED ON INSIDE FACE OF PO'NER
MAIN DISCONNECT S\t.llTCH JN ¥,• HEIGHT TEXT, .....,TH
w-tlTE BACKGROUND AND BLACK LETIERING.
2. SIGN SHALL BE OUTDOOR RATED.
3. SEE SPECIFICATIONS SECTION 26 OS 00 FOR COMMON
\/\ORK RESULTS FOR ELECTRICAL.
NOTES:
(N ) :#2 OR #6 A\/1/G SOLID CU CONDUCTOR
WI GREEN, 600VTHWN-2 INSULATION TO
{N) ANTENNA & (NJ EQUIPMENT. T'!'P.
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BAR USJMG
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LUG ANO BAR CONTACT SURFACE.
(NJ PULL/----~
JUNCTION BOX
@
(N) BOND BUSHING.
TYP.@ CONDUIT
STUB-UP
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FROM MOB
PLAN
(N)#6AW::.
BONDING JUMPER.
TYP.
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CLAMP (VERIZON
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SHUT-DOWN SIGNAGE '~~:; I 8 I GROUND CONNECTION '~~:;' [ 5 [ GROUNDING AT PULL BOX [·~~:;' [ 3
TWO-HOLE GROUND LUG
(N)MA!N----1------1
DISCONNECT
(N) SHUTDOWN
PROCEDURES
SJGNAGE, MOUNTED
ON INSIDE FACE OF
DISCONNECT
@
(NJ DISCONNECT·
SWITCH SIGN
MOUNTED ON
OUTSIDE FACE OF
DISCONNECT PANEL
DOOR
NOTES:
A=-~1
EL EVATION
i:"""c5isCONNECT S\MTCH SIGN SHALL READ "UTILITY
COMPANY PO\IVER DISCONNECT S'MTCH" IN y.• HEIGHT
TEXT, WITH Vv'HITE BACKGROUND AND BLACK LETTERING.
2. SIGN SHALL BE OUTDOOR RATED WITH UV PROTECTION.
J. SEE SPECIFICATIONS SECTION 26 05 00 FOR COMMON
\.\ORK RESULTS FOR ELECTRICAL.
SHUT-DOWN SIGNAGE s~.~~se: I 7
(N)Y."DIA.X 10'-0"
LONG COPPER CL.AD
GROUND ROD {CITY OF
CUPERTINO). GROUND
ROD SHALL BE DRIVEN
VERTICALLY, NOTTO
EXCEED 1s•
VERTICALLY. PROVIDE
6'-0" MIN. CLEARANCE
FROM VERIZON
WIRELESS GROUND ROD
• rd · .. ·
(NJ CONDUIT
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BONO BUSH ING
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SECTION
FOUNDATION BY
COMMSCOPE.
REINFORC ING NOT
SHOWN FOR
CLAR ITY.
GROUNDING AT POLE 5
~~~:: 14
m-,,x-
{N) R-SERIES ~ COMPOSITE ONE
°!! PIECE LIO WI N90
BOLT DOWN KlT ~
~
1. PULU JUNCTION BOX SHALL BE "CHRISTY" N16. WITH ONE PIECE
COMPOSITE LID AND N90 SS BOLT KIT AS MANUFACTURED BY
OLDCASTLE ENCLOSURE SOLUTIONS (BOC>-486-7070).
2. L1D SHALL BE MARKED "STREET LIGHTING".
3. TOP OF VAULT SHALL BE SET FLUSH WITH SURROUNDING
ADJACENT SURFACE.
4. VERIFY LOCATIONS OF ALL EX ISTING UTILITIES BELOW GRADE
VIA UNDERGROUND SERVICE LOCATOR PRIOR TO ANY
EXCAVATION.
5. UTILITY VAULT SHALL NOT BE INSTALLED WITH IN THE
BOUNDARIES OF NEW OR EXISTING CURB RAMPS.
6. PATCH/ REPAIR ADJACENT SURFACES TO CONDITION EXISTING
PR IOR TO \.\ORK.
7. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE
WITH THE AMERICAN CONCRETE INSTITUTE (ACO 301 .
JUNCTION/ PULL BOX
~
fil2!§:.
SCALE:
N.T.S
1. TRENCH BACKFILL: CLASS 11 OR CLASS Ill AGGREGATE BASE
AT 90% COMPACTION. NATIVE MATERIALS MAY BE USED AS
BACKFILL WITH WRITTEN CONSENT OF AJE. NATIVE BACKFILL
COMPACTION SHALL BE 90%. CONTRACTOR SHALL VERIFY
SUITABILITY OF NATIVE BACKFILL PRIOR TO START OF
CONSTRUCTION,
VERIFY LOCATIONS OF ALL EXISTING UTILITIES BELOW GRADE
VIA UNDERGROUND SERVICE LOCATOR PRIOR TO ANY
EXCAVATION,
J . ADJUST LOCATION OF TRENCH AS REQUIRED PER RESULTS
OF UNDERGROUND SERVICE LOCATOR RESULTS TO AVOID
CONFLICT WITH EXJSTJNG UTILITIES.
4. PATCH/ REPAIR ADJACENT SURFACES TO CONDITION
EXISTING PRIOR TO\o\ORK.
5. ALL CONCRETE REPAIR \.\ORK SHALL BE DONE IN
ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE
(ACIJ301.
UTILITY TRENCH 5
~.~~sE: I 2
=--JAMES VACCA RO
A R C H 1 TE C T, 1 N C.
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10!3112017 90% CONSTRUCTION
2181201 8 100".4 CONSTRUCTION
4/1812018 11 00".4 CONSTRUCTION REV.
6/21/201B l,oop~;~~,;T~~~~~~T~EV.
1HESEl'L..A11SAREIHS1RUl.,Etf1SOFSEl!YICEAUDAl'lE
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DETAILS
EP-3
Division 1
General Requirements
SECTION 0110 OD SUMM ARY
PART!, GEUERAL
/l.. Project Summ1ry: ProjK'I consist• o! l"st:111011011 of rwo
new RAU$ un1t1. on1 l,..d center dl1mout1on panel, one
1n1tnnoonaco11culme111c:yl/nde1 1ndoppllcobltulllltltt
on 1 rtpl1um1n1Clry0ICuperunoS1ru1Llgh1Po111n111e
Publlc Righi ol Way.Co.1"111, fiber Ind powerllnHU>be
rou1ed lnte,11111v wnMn emllng pole • .-.pplkoblc required
1111IFCc1,...m1ng flgnego1obomovntH11ont11t111gpole,
Pum111 and FHI: Obl:>ln and pay ror pumlls from
aU'lnormu """'"0 Ju11 001 cuon, reH. 1na ullllly comp~ny
ch.,ges required 10 perlorm the wo,11 , prior 10 start of
conitructlon.
coc1.,:calftp1ywn111ppllcablecodu111or1gu1.>r1on1or
IVIMIMUHftlVlllgtuno.<Uctlo!'.
D. DlmenJJons; Verify dimensions IIWIIU1NI on dr:iwings wnll
flela mutu,.mtntt p1klr to !a1111utlon Of ora1nng of
ma1or1als. P<>net!IC~le ar.iwlngs.
E. E~tS11ng Condlllon•: No11ty CPn•uvc1lon l,lanagor pf
ulot1ng condl11on• <11Tlortng 1,om 1noH lndleotoa on n,o
arow1ng 1. Do nol romow or 01111 •nvcturol com ponent!
wlthaut?rlorwr1non1pp1gval.
1.CDO<dl.,1t1U1ewo,~o••lltfadn.
1,Vcnl'flocallonorun1Hlt1indn1$tlngcandi1lon1.
1nstaM~llon R1qutr1mon,., Oon,:t:1t
1.tnspoc1 sut>o1r1ue1 1n<1rcponunu l1J11ctory
condltloM!nwntlng.
2,Dono!procoodun11lun"'tl1toe1orycona1r1onl h•.....,h•n
3.Takelle!dmu,u1emen1,pr101tofabtlcat1on.
~.ln•l:lllmo1erb!slnaccordancewlthm1nufacturors
lnflntCl!on1and a p,ro..,..d1uommalo..
A.. THE CONTRA.CT DOCUMENTS: Tho Con1111ct DocumcnlS
con"" al the Agreementoetwun !ho Companv and the ~:~:;:~t ;,'!~~n°u':1~;~:~.-..:,~:::~~;a;:::.1
~::: ~\~:~
<locumon1" tlS!o<I In !he agrcomonl and madHleatlDn•
lssutdaftQrth1nccu1lonof1h1con1111cL
B. THE CONTRA.CT: Thi Contract Docum1n\c \hot rorm the
Cantr.oeltDrCon•!ruct1on.tnoContrac10ocwmcnl11noll
~;!tb::::;-~h~ ~·:::~~~n!~l~~~··:r~:~:p :: ~;:
.i.r:n!tecrs con~ul!.lnl5, botwun !he Company and a
sul>contrae1or,b1twunth1 Comp1ny •nath1A.rchhC'ctor
thoArchltoC1"•cPnl Ult>nt1 0,1>ctwunanypo11onot
onlHI Komermon1heCompony3natheCon1roc1or.
c. THEWORK:Thecon1muctlon3nd set"1cu requlred by1ne
Conr~ct Doeumonts,analncluduallotntrtal>or,mou,rlal1,
oqulpmentond .. ..,, .. pro ... aeao,10 bapro.,.ded by1111
Con1r.1ctcr1oruUlltth1Conu11ctorscbll<;1allont.
D. THE DRAWING S: Tl•• O.,,wtn1;11 •111;1rapllle•l •na plctorlal
[':':,~;: o~d :,~;:."~~: .. ~:u::::..tl 111ow1ng 1h1 a.sign,
E. THESPECIFICA.TlONS: lh0Spocl!lc.atlon1110 1h01 ponJon
or the Contru t Doeumontl con,lillng at !ti• wrinon
roqu!remtntstorma!fflals.oqulpmtoi. irv1 tomc,s1anaora•
andwor-monsnlp ro, lhoworkond porlarmone,orrcbu,d
F. lHECOMPANY:V1,1:onWlrtlHI
O. ARCHITECT/ ENOINEEA : syno11ymou1 with Archnecl &
Englneor and "A &E". Th °"111gn ProleHlonal hiving
ropo1>llb ~l,yforth•d•elgn.
H. CONTRACTOR: The Contrnctor 11 111, person or enu,y
ld1n11!11d •11ucn In 1110 1greem1n111111111111 porlorm 1n<1
Accompllsll Iha work In occordonc• wHh th o conlrac1
a<>eumo11 11.1111Controc1or,noll b1 1&wrul!rllcon11dln1t11
)url1dlct1onwho111n1pro/ectl1loca10d,
t. THIRDPARTYVENOORDRAOENCY:AVudororAgencv
engage<1,..p11at•lyD'flll•Company,,\&E.D<CDnlt:1ctar10
pro111d1 matlfiols. ttsL lnsp•ot1<>111 <>r 10 accomplish
spce1tlct:1,_, rtl31C'<lto 10131N110 !hewo,ll.
J. CFCt:cemponyturnlshe<!,Conll'llctOrlnstalltd.
II'. CDNSTRUCT!OH MAIJAOER: Company•• prlnolpalA.gonlln
tllpee1tolh1wo1k,oll prcJectrtlalodcon,munlcatlonand
1hall now lhrough Companfs dtsl;natod Con11ructton
M~nagtr.
L. lUTCH EXlSTltJO: M3tcll nlotlng H ocupl3ble ID U,t
CompanyandOWnlf.
M. PRO'llOE:Fu11>lfllandlnstall,co111ple11w11hallnecuury
accos1or1os, rnaytor lnte1>aod uu. Pay lot I Q rel otNI
A. Dr.rwlngs an<! i;p1clllc31lon1 are lnlende<I 10 provide the
basis !or proper completion or 1110 work surtablo tot lhe
Intended Un pf th• Comp.>ny. AnytMng nol uprouly HI
fonn Dul which hi rHSOnoblo lmp~1d o, n.c,n•r, 10,
ptoperpor10,mancootth1prcJectsllaUbelncludod.
1A WR ITINOSTYI.E:
A.. Specltleatlcn a,1 wtlllen In 1110 ln,perau.,., mode, E.cepl
whcr1 •pecl!lc.olly lntcndod othorw1ae. the ,ublocl o! all
Imper.ill.,., ,t:itoments Is tho Contractor. For o<am plo,
"P1a111e11·mun1"Con1r:1ctor,111Hpro.,.<11 on<11n,t11 I!".
A. ThcContr.lctDocumenti; Ire comptementary, an<! whal Is
tequlfe<10yo111111d1>1Dlndlnga1il1equ1<1doy1H.A11y
dlscrepanclnorconrnc .. ,hallb10rougnt1at111Ut11111011
01 1111 con,rructlon Man•o•r •PP"'"'"" 10 m1nag• tno
pr<>Joc1 ror 1111 CDmplny, In !ho !otm DI I ,oquut tor
lnrormAtlon fRfl!, prior 10 th• commcnccmen! ofwo,-.
Ui SITEFM~IUAR!TY:
r111 Contr.1c1or 111all t>etore commonclng eoch ponlon or II•• worl<, caro!ully ••u ..... •nd com pa<• th• ...anou, co111fac1
doc1>m1n<t. n w.a H 1h1 1ntor111at1on 1u,n1.n1d Oy ti!•
Comp3ny,1h1llt:1klrleldmus u,ement1oranynhmng
condi!lon, related 10 Ille wotl, mna shd <>l>s,:rw •ny
eond1\lons at !ht lht atrectlng It. Tho Controc!or ,~all
:::::.i::.~.~:pan any et,or•. lncono.l~loncln or oml1ilon~
A, ;:,";t,;'..:c•!:~:r.;,:nc~h.::P;~:i~;~:,:::.:,~•n c~:,~;:~
1ppo1n11t11aman1g•!h1pfOJOCtlof!ll1Comp111y.
1,1 SUPERVISION ANDCOIJSTRUCTION PROCEDURES:
Thi Contraclor s ll311 •uporYlu and <lltocl Ille work. Th"
con1r.ictor ,hall be ,clelv 1upon,101e tor con,trl/etlon
muns, methods, 1ochnlqun, HquoncH and procedurtt
ond IDt coDrdlnDtlng all pon1on1 at Ill• work Ulldll me
Contrnct, uni• .. !he Conn~ct O<>eumonl$ gl..., Olhor
s peclfk lnstruetlon1, The Contrat!o1 shall be MIY and
l olely r..span•l~kt lorlh1Job•i11 n l11V.
A. g~~~~;,To~~ u11sa:.oF1~:i:1s~!~ °:/1n!11:on1~~.~\~::
Ccntr-.ciers use ot ptfmlsH Is llm ltod only by 1h,
eampany'1 right ID p1rlorm work or •mploy a\hor
eon,,..c1on1onpon1Dn•DlptoJec1 •ndHtcllow,:
1. LIMITS: LJml11lt1dl1turOanc1,lncludlngHnhwork,
c!eal'ing o!~getat1on,1taglng,storageofma1erta11and
111ulpment,wu11stcrege1nd1empor:1ryroclll1lttto1he
~11:m.:,~:~~":c::~·;~:! uni ... orn1rwtse porm•n•d 0.,
2. DRIVEWAYS,WA.LKWAYS.ANOENTRANCES: Kup
drlvow~s and tnl111ncei; ur-,,ng p1emlws clut ~nd
a""Hable 10 owner, owners employeH, and emotgoncv
... 111c1ua111!1lm 1s.dono1usetl101'Ctuon tor p11klng
arS10rDgcolma1on3J~.
PART2-PRDDUCTSINOTUSED)
PARTl • E~ECUTIOIJINOT USED)
END OF SECTION 0110 00
SECTION 01 25 DD SUBSTITUTION PROCEDURES
P.tRT1• OENEAAL
A. S<1bat~utlon1 lndua1 changu In product,, mallllAII,
1qulpment, ~11<1 mo111od1 or conotruc1101> rrom thou ~·::i':::, .. ~.y tho Contracl Documents an<! propooed 0.,
B. Sub~mutlon R1quuts: Submll Uuu c<>plu or ucll 11qun1
!orconslder.itlon. ld•nllty ptoductar1>0<1c.atlonor
tnll3lla1!on method to l>I roplacea. 111elu<1e Specltlcatlon
SecllonnumDcra11dtJU1andDrowlngnuml>er,;andt11!H.
1. SuDml! rcqu..s11 w1!hln l <1ay1 anu tho Notice of Award.
2. 1aontlty proauct to De replacod and shew compllanca
wru, rtqulrem1nto!or1ub1tl1utlons. lncludeDdlt:llltd
eomp111S<>n ol 11g,ut1un1 11ualll1H or prooose<I
1w01t11utton wl1ht11DH 01 IJl•Wort. •pecllle<I, • •nor
changesnee<ledtoolherpamOltheWontrequlre<llo
•ccommoda1epropo..a1uostlt'uUCU1,andanvprop'""°
ct1 angu In the Contract Sum er \he Conlt:ICI Time
1houldtllc1ub11i!uUonbeucep1od.
C.AtehHOCtwlllr..,.owpropo11a,ub11nu11on.ana notify
Controc10, or mclr aoccpmnc• or reJ...,llon. tt noc .. ,u,ry,
ArchllKI will rtquHI 1ddlt1onal lntorm11!on or
documentallonforewluollon.
\, ArcMo<I will nouty Conlr.ictor or acc1pt1nc1 or
1t/ec11onolptoposedJub1THullon w11111n1ewnday101
11cclplo!requut,orsewndavsol,ectlp101e<1<1l11onat
lnlamu1lonordoc1>ment:11lo11,wh lcll1...,rlsla1er.
D. ~ .. ~i:r•,uuDb:::n~~:.pproved 1ubHnullon• on Shop Dr1W1ng fi
PART2, PIIODUCTS(No!Ule<II
PARTl • EXEC UTI DN(No!Used)
ENO OF SECTION 01 25 OD
SPECIFICATIONS
SECTION 01 30 DO ADMINISTRATIVE REQUIREMENTS
A. SuDconumcl Lisi: S.UDm~ • wrin,n 1ummory ldtntlJylng
lnd!vldullltorr!nnsproposodlorHchpontono!theWork.
B. Key Por1on1>o l Names: With in l <1ay1 of stan,ng
con1m,ct1on opa111don,. •ubmH a 11,1 of kl'/ personn1I
a11lgnments,lncludln11 1uportn1endontandotllcrpe,M>nn el
::1::h•::::~::!,:"']K! sill, LIS! -•II Addfessn and
c.coordlno!eeonsuuc\lonopor:i11on1lncludodln<llllcrcnt
Sec1lonsolthaSpec1H,:;i1Jan,toen,ur1etlltleM1ndc1derly
lns111llaUono!nchp1nor111,wotk.
D. Roqu11"10,lnfofflllllon(Rfl1I: On 01uowryc!1n1 nud
1or1<1<1ot1011oti..10,11111!01>or1ncerpt1t:111onoftneConuac1
Docum1111,. Conmtcro, shall p,epare and submn an RFL
U11 rorml ICUplllblo 10 Archhoct •nd Thi Company.
E. 5che<luktondconductp,ogrnamec1111g1atProJ•ctsl1c11
lll!etvol•deslgnatad DytUConsnuctlon Managor. tlo!lty
Conc!1'1Jel0Dn Manager And Archllactot meollng do1u ind
llmu. Req\/lfe on,ndanco o! each ,ubcontr:icter or other
entity concome~ with cut1ont pragteU or lnwlvtd In
pL,nnlng,coordl11allon.orperlormanc1 or1u1u,.ocr1...,11eo..
l SUDMtTTA~ADMlN1STRATIVl!Rl!CIU1Rl!MENTS
A. Coonlln.itt tach su11m1:t.1l w11n !abrlcauon, purcnaslng,
1ut!n;.d11!wry,01ll11s11bmhtals.1ndrtl1tC'<1 1cttvi~ttlhll
,equl,escquentlltl octi...iy.
1. Subm11PDFeleC11onlecopyofuch 1cuansuoml!!a!Y11
em 1llloCons!ructlonM3nagtrandArchltect.
1. Subml1 PDP eloc!rcnlc copy ot eoch lolormQIIDnnl
,ubmlll l l Yla emal! 10 Cons11uctlan M1nage1 and
Architect.
Atcnnoc1w1Braru,n1ubm1tt:1l1,w1111ouc,o .... w,ocel"""
r,om..,urce1 othe<U>onContr:1ctororConS11'1JCtlon
Man,1ge,.
B. ~uc;~~•l:.•"'auons ham 1111 Contnr c1 Documents an
2.t SUBMITTALPROCEOURES
A. Geno,al Suummal Prouau,. Requlf1m1nca: Prop~r• ona
::::~~~/ubml!Uls requor1<1 oy ind,.,.dual SpocKlcaPon
A,chl1•etwlllro1urn •nno1111t1nlo, Annaraie and
rc!aln one copy or rue u an erecnonlc Project
recotddccumonlrlle.
"· S1>bm11 PDF elecnonlc Illes or each 1ubml1tal "'" omall 10
:;.::~~~Ion Man"""' .,.a A,cl>i!KI unleH otherwlH
e. PrD<luctDaUI: Markucncopyta showappllcabloptoauus
1ndopuon1. !nclud1 tnerollowlng:
1, M1nuroc1urer, wrlnon roccmmondo11on1, product
•P••1tleat10•s.onalnst:tllotlonln•m,e11011a.
2. Compllaneewlrh •pocltleditandanlsandrequlrcmenis.
c. Sh<:lpDrww1ng1: Prop.,1 Pro;.ct-1p•c!llclnfo,m11lon,dnrw11
accu,aielv to sc3le. Do not Nse Shop 0111Wl11gs on
reproduction• of the Co1>tr.1ct Documon" o, 1unc1ard
p,1n1111a •1m. Suom11onahe111ulus11,1r.o.,111nchu
1>utnobrg1ru1an300.,•21nchto.. lnc1ua1111ofollow1ng:
DlmonOlcllSDndldenUtleollonolptaducls,
2. fabrlca11on and lnstollotlcn drawings and tcuglllng.Jn
1ndtel1!11ga1ogr:1ms.
3. tlotallon otOP<>rdtnallon require'"""'"·
Notation ol Olinon11Dn1 esUUs11et1 oy Hole!
mn1u1emon\.
D. Slimpl11: suom11 Sample, tor r1Yl,n.w ol klna. colo,. panorn.
nnd l1>111ro Rn d tor I CDmparlson ot llttsa c~1r.1c1er!1tlc5
~n•;;:~I:~. ·~:.7~:I n~':!o •:::~::,~:,:~:;~~: =~~~':~~n:;:
onlabet.
e. Qu all!lutlon ~ta: lndude llst!I or comple!e<I proj..:11 wHh
project nam11 and addresses, n1mu ana addruses of
atch1tectsandowntrs,andcthcr!nlorma11on,peclrlod.
C. Proa11c1 Centllco1u: Prepare wmton s1-111m1n1s on
manu!octurofa lonarheaa canltylng 1h01 produCI complln
whllrequlremen1sln th oContr:ictDocumtnts.
A. ~rlorm,nce 1nd Design Crl1e1U: Wh110 prclesslon31
dulg1151:rv1cu<>rcerutlc;HIDn•Gyadulgnpro!esslcnal
are 1 pecl!lcally1oqulredorcon1r.1e1ort,y1heCon!r.1ci
Documen11, provide prD<l11c1sandsystem1cDmptylng WO\h
s pecltlcperrorm1nc1onddeslgncrnorl1/ndlc11ed,
1. trcrlltrlllnd1ca1od1ronc1,u1rlclenltop"rlormsor.,.ces
or cort!tlcotlon required, 1uDmH I w,m,11 r1qun1 !01
•da111onRl1nrorm111on10Con•1ruc110nM1nagor.
e. Del1ga1od-Oulgn5ubmnut l11 ad<1i1lon10ShopDrowlng1,
ProductD1t1,anaothtr1equhediUbmln:ils,cuOmllthreo
cop1Ho11 ~tD1eman1 ,•lgncdand 1toltdl>yth1tts pon1lbl1
dc1lgnprofo11lonol,!ornchproduct1nd'Yll•m
sp..cltloallyaulgnoa10Con1r:1ctortobodc~lgn1dot
eerutlcd0YRdHlgnp,otesi!ona1.
Indicate Iha, pro<luct1 1nd system• comply wnn
perlorm1nc1 Dnd design cr11Hl3 In II•• ConU:tcl
Documentt. 1ncl1>a11lst<>tcod.H,taaa,.1nao11 .. ,
t1cton,1>1ed lnp1rlormlng llltSc H<YlcH.
3,1 SUB MITTALREVIEW
A.. Ru;ow ucn 1uomlll:ll and cnec~ ror coordination with other ~:::!!~:. c;;,~·.~,:::,::!::;:~:~dc:i':.':,,;~:nC...o~';.:'
whnapprowl5\Ampbttoro ,ubmlttlngt0Con111uctlon
M1n1ger.
B. AR<hlteci wm r.111tw neh K1!01> 1uOmlmll, mah marks la
ln alc111cor1Kllon,ormodl!lc11!ons requlred,wlllstamp
IOCll subm!IUI w,111 an ocllon stan,p, and will ma,k otamp
opprcpr11telytolndlcat1 1ctlan.
c. lnrormatlonal Submlllals: Arcn11octwlllreYl1wuch
submlttal1ndwlllno1returnltorwlllrttutnltllltdo11nc1 ::~!~~;:: :::;:":.~=~~:.•hl!oct wlll rorwor~ ueh
D.Sub111lnalsnolrequlrtdbylhtC<>ntr.ictDocumtnts111nynot
berev,ew1d1ndm1ylad!sc1rlled.
END OF SECTION 01 30 DO
SECTION 01 40 00 QUALITY REQUIREMENTS
PART\• GENERAL
A. TH!lng and ln1pect111g "''"'""' aro re11u1re<1 10 ... my
comp~ancewllllrtqulremtnlSspeol!!ed Ollndlc.ated. These
litrvlcH de not ,etl,.., Con1 .. e10, Of respon1lblll,Y lor
compllance w~h tne CoM1act D0e11men11cqul1emen1s.
8. :.~~~~::":, s:;::,~.'::'•n: .:::,~~:~~:. ~~:;'.oh :;.,:;:~~
or cont!lctlng requl••m•nt•, compiv w11n !ht mOl1 iltlngent
req~ltement. Re1eruncunlnllntoArchltecttor•d•cl1fan,
c. MlnlmumOu3111!,YorOu3ll,Yt.ewls: Tl,1quan11,yarqu111r,,
lo...,l •howno••poclll•d 0111!1 b•lheminlmwm. l11•AC!UD1
1n,1111.mon ,.,.., 1.-c11d 1111 minimum wHnln ,eaao11able
llmllS. lndlc.aled numtrlC voluu are minimum or mul,num. ~~.:::~::::!· .,'r:1h1:::1 ,:~:1~~c1::0t1u!n,mentli. Rritr
IJ. T""t llnd ln ~pullDn Aepan~: Preporo •nd•uUmll unl!lod
wrinon report~ 1 pec1rlod In other Sec1!an5, lnctudo !he
following :
2. Projecl tllle•ndnumbor.
3. N1m1, Hdrn•. ona 1111p1101>1 numbH at IH!lng
agoncv.
•-Oattsand1ac~tlonsof..,mplcsandlHl50rlnspacllons.
5, Nam01,oflna1.iau~lsmak1ng 1ensandlnlipec!lon1.
6. Doscrlpllonor1111Workana1u1ondln,pocucnma1noa,
1. rao111JlleD1lonotproouct1ndSpeel1lcaUont.tcnon,
,. Completetestorlnsptctlondat:i.
10. ~e":~;;d 1ntpoctlon rttuhs and on 111111p<1t:1\lon or IHI
11. Rocoraor1emper.11uroandwe~1nercondi11on•o111meor
5,1mplet:1k1ngand1utlngondln•p•c11ng.
12. Comm•n!torprolas1lonolaplnlenon wh11hor1111edor
::::r:'!!n~
1
~rk complln with lltt Contt:1cl Document
1l. Namo~nd slgnatureol bbor:110,ylni;pector.
14. Rec<>mmend .ilonsonrtt&SllngandrtlnspocUng.
E. Pttmlts, Uc.nus, and Ctrutlu1es: For Companr"• rocordt,
Jubm11eopleso!porm11s,ll••n•u.eanWlca1l on•.ln•pocllan
repan.:, naucos, tccelp1• for IU payment•, •nd •lmll3r
documon11, H l~Ollthod rar compllanc•Wllh llondords and
rtgul3llcnsburlngonparfo1monceolthaWorlt.
F. Proru11onal Englnur oua11nca!Oons: A prorou1onal
engineer Who !1 lejll lly qua~rlcd 10 pr.icUce In JurlS<IICdon
where Project hi lacated and who hi upontnc1d In
providlngengln~r!ng ,..Nk:..s olt~klnd lndlc3tcd.
o. Telling Agency cu1llllu11an~ An ln<lependanl agency Wlfh
lh1npe,ltnc1•nd cap10llltytocona11c11uUng a11a
Inspecting lndlcDled: ana where required oy au!ho1ltlu
noY1n11JutJsa1c1ton.1na11,acco ptablo1oautnor111es.
H. Retes!lng/Rtlnspt"lng: Rogardltn ar wnetnor onglnal
1nt• or ln1pecuon1 were Contractors responllbl!lr,,,
p,o...,ae quall,Y-control .. ,.,.en. tnctualng raur ,tlng ua
nlns pe,ct111g,lorcon,1ruct1onrnarropbcedWork1holtal1ed
1ocompfywnh1heCon1r.1ctDocumen1s.
I. Testing Agency Respo111IO!lnlc•: CP<>perale wHh A,,cllH cct
•ndCon1r.1c1orlnperlorm1nc1 oldullo,.Pro.,.dequ1l1tle<1
percenn1ltop1rlc,mrequlfNltesrsand ln1pec11on1.
1. t1Dllty Architect ond Con!t:lciDr or lrrcgubrn1cs or
:~:::1::~::~~ the Work oburwa d11r1ng pcrlormonce
2. Oonotrol1ase,,.,...,ka,111.r,orJncruur111ulram1n!t
ar the Con1rnct Dccum1n1t or appro\11 or accept 3ny
pomonortheWorl<,
3, Donatp•normanydutlllol'Conlfllclor.
An oc111oas..,..eu: CDOp1r11•wttlltn11ng1g1nc111a110
~~:~:i~o::i:~~noDII 011•1ll1ry u r.,.011 H tequo11ed, P,oYld•
2. lncld1ntallobcr ondtacll11Je1 n1c1s,ary10!1clll!a!o
1ur.1ndln1pc,c1lou.
l . Ad1quata qua,u,uu ar rcprecenun.,. umplH ot
m11en11111111,"'l"lntttsllng andlnspee11ng. Anlst
1gency lnobt:1lnlng 1c1mpln.
Facllntutor110rageanalleldcurlngoltcHsamp1es,
S..eur>ry•ndpro1oc1lontorsamplnonalcttu11na a no
lnapoeungequ1pmen1.
K. Cocrdlnltlon: Caotdlna1e sequence ct attlvnlu ta
1ecoffl111D<l01• roqulrod auall,Y~uuronc. ond -cantrDI
51rY1usw1tham!nlo,i,mol O•l.>Y Ond 1aavvklnouu1ryDt
romolllng 11><1 tepl:lcing conl!Ncl!on 10 accommoaJte
tnt1ngand ln1pecttng.
\, Schodllle times lor tuts. ln,pec!lons. oO!alnlng
,;.am ples,anOS1mll.lrac11111t1H,
L Spoc1alhftsondln•p1ctlon1: Engog•oquollt1.,011111ng
ogont'f\aePnduct•poclOllHISDl\dlll•P•CIIOn •roqulr•dD'f
1utllomluh1'11ngju1l1idlctlon, :::; ~ ~ ==~~i~~: (Nat Ulldl
A, Oone1111: Dn comptellon ot luting, 1n1pc,c1ing, umple
~n~~:;_1~~: .~~~:~,::~~,1~~1~~~~r dnmaged ccnsuuctlon
e. R1p1lr ond pro1ocuan ue Con1roc1or1 rupcn11~1!1,y,
r,gardln1 cf 1n1 asslgnm1nt or respcnslblllly !or
quallty-conttoluNk:u.
ENO OF SECTION 01 40 DO
SECTION 01 42 00 REFERENCES
A. ~~
1!::~." c~!~'::~, i:c:~~n7t:n~~=~~~~~S,..:~,;:~~~:.~:t
e. Abbr,...,3tlons and Acronym,: Whero a~breviallon, and
ac,onymt a,e uSld In 1pocMlc1Uo1>• or other con1t:1ct
d<>e11men1S. 1111'1 111aq mun 1111 11cognl:NI name ol 1110
e111<11u1nu,.,ro1tDw1ngllSI. namna1111>bJec1 tocnang1
:~~h:•;0bn~:~=ub;t-;,'~~r.ilt and up-4o-<1a1, as of th• datt
AlumlnumAH octo11an,lnc.11ho)
Amor1c1>nA UDC(D !OOnD!S1tnoHlghwoyan<1
Tronspona11onDr1le1al•
Alp!L.llt ln1111ute
Am.,ncan ln111tu11otAn,htteC1S(!ht)
A.mor!can ln~tlflllt 01 $1tt1Con,lfuetlon
Amerlca11SodoryolCl111IEng!nHrll
A.meflcanSCH:ler,,orCIIIIIEnglnee=1ruc!Ural
Englneeflngln11itut11111A.SCE)
1~:':,~~::n1!':'lety For Tasting ana Materials
Amerle1tnWc1a1ng Socloty
CSI Cons1ructlanSptclrlcatl1>nslnsmu1t (lt11)
lntornorlonalConl111ncoo!Bulldln11Dt!lclal1
lnsulaledCableEngtnnrtAtsocloilon,lnc.
l11111tutcot Electr!calana Elec:tro11I<'
E1>gl1>ccr1,lnc.t1heJ
~~:~:•.~ng Englnttrtng Saeler,, or Noni\
ln1ernollonalDrg1nl:2111cnror
Standntdl~ollonAwllnOl1from ANSI
L~hlnlngPro1C'ctlonlnsutu11
MasttrPalnttfS 1nslllult
Na11onoJCnDlo& Telocommun1ce11on1
Anocl~tlon
NFPA(N3UonalFlflPl'llltct!onAssoclallonl
SAElnte,natlonal
Soclotyo!C1bl1Tol..communlcatlDnl
Englno"rs
51r'UcturalEnglnHr1n1;1 lnsmutalA.m11!~1n
Sacler,,orc1 ... 1Engln .. rs,(111ASCE)
t,J,eetMeUlandAlrCond~lonlng
Contr,,e1<>rt'N3Uon1IA1soc lanon
Th•SoclorylorPro!oct1.,.co1t1ng1
Tllacom111unlcatlon1lndusny
A1soclatlan/E1ec1ronlctndu11rlnAlllance
•PART:. PR0DUC1S(UDTUSEDJ
PART3• EltEC\JTklN[NOTUSED)
ENO OF SECTION 01 42 00
SECTION 01 60 DO PRODUCT REQUIREMENTS
PART1· OENERAL
A, Thi 1erm "produtl" lncludH the tums "m1tt11ll,"
"N11>lpment.~•w,11om,"and!annso!11mllarint111t.
B. Compa111bl1 Proauc! RN11>Uts: Submrl teqYKI !or
con1!den1Jano!uchccmpar.1bleproducL tdenrltyproduc!
n•l•~rlc•uon orln,11111111on 11111110<1 to•• ••plocod,
1. Show compllnnce w11h requ1temen11 tot eompar.l~I•
product requests.
:Z. ArcllltectwUl"Y1-lh1propo•ld ptoouet •nonoll,Y
Contr.ieu,rotlt•aceapUn<:eotr.J•cHon.
c. Basls..of-Otslgn PtO<luct Speciflut1on 5ubmm1t Sllow
comphnc1wllhrequlrtments.
0, Compal!bllll\' of Options:: It Con1111ctor Is g/...,n option ol
-.lectlng 01twun two or more pro<!ucto, ••lKI product
ccmpoLlOlo wUhpfOdllctlPr•.,.ouoly•olocl•d.
E. Oollvo:r, llott, Ind ~1 ndle prcduc11 u11ng muns end
mtrhod1 that will pr1ven! damage, dt!eMor.i11on. and toss,
Including 1he!L Comply wnn manutactu11f• wt!nen
t. S0:he<l11l1 d1IIV1ry to minimize storage DI ProJec! Ill•
111dtop11wnto...,rcrowdingotcon11fuc1lof11p1ct1.
:Z. Dellw, proauct1 10 Project •~• In m1nu1ae111rer•
a,tgln1J HIIIII eont:lln•r er pockoglng, complot• WHh
bDels 1n<11ns1r~ct!DnS tor hondllng, s1or1ng, unpacking,
p1otac11ng,andln11alllng.
3. ln spo<:tproducllon a,11...,ry101n1u,.eompUane1 wllh
1neContr1c1Dccumentsand1otn1u111natp1oduetsare
und1m1ged1ndptcpetlyprc1ec1e<1.
su,,. m•1111•1J Jn • m•nnu mat wMI 1101 ond•ngor
Pr0Ject•U1>cturtor111.,Pu1>Uc.
S. S1011p,oducts 111•1 •re,u1>Joc11odal!'l1g1bylht
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