Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
18-163 Guerra Construction Group, McClellan Rd Sidewalk Improvements Phase 2 Project, Project No. 2015-19 RECORDING REQUESTED BY
24308225
City of Cupertino Regina A 1 comendras
Santa Clara County - Clerk-Recorder
WHEN RECORDED MAIL TO 10/18/2019 02:23 PM
Titles:: 1 Pages: 2
City Clerk's Office Taxes: 1 .000
Cityof Cupertino Total: 0.00
p mill FAR,K1;1�F�r�l�1M 1'�������a'���mi,i,i'ri:i IA 11111
10300 Torre Avenue
Cupertino, CA 95014-3255
(SPACE ABOVE THIS LINE FOR RECORDER'S USE)
NO FEE IN ACCORDANCE
WITH GOV. CODE 27383
NOTICE OF COMPLETION
CITY PROJECT NAME:
McClellan Road Sidewalk Improvements-Phase 2.
Project No. 2015-19
Addition of sidewalk, curb, and gutter where gaps existed
Original
11 Conformed Copy
i
Recording Requested By:
The City of Cupertino
When Recorded Mail To:
City Clerk's Office
Cupertino City Hall
10300 Torre Avenue
Cupertino, CA 95014
EXEMPT FROM RECORDING FEES PER
GOVERNMENT CODE §§ 6103, 27383
SPACE ABOVE THIS LINE IS FOR RECORDER'S USE
NOTICE OF COMPLETION
Civil Code §§ 8182, 8184, 9204, and 9208
NOTICE IS HEREBY GIVEN THAT:
1. The undersigned is the agent of the owner of the Project described below.
2. Owner's full name is the City of Cupertino ("City")
3. City's address is 10300 Torre Avenue, Cupertino, CA 95014.
4. The nature of City's interest in the Project is:
X Fee Ownership _ Lessee _Other:
5. Construction work on the Project performed on City's behalf is generally described as
follows: McClellan Road Sidewalk Improvements-Phase 2. Proj. No. 2015-19. Addition of
sidewalk, curb, and gutter where gaps existed.
6. The name of the original Contractor for the Project is: Guerra Construction Group.
7. The Project was accepted as completed on: December 3, 2018.
I
8. The Project is located at: McClellan Road between San Leandro Avenue and Byrne
Avenue.
Verification: In signing this document, I, the undersigned, declare under penalty of perjury under
the laws of the State of California that I have read this notice, and I know and understand the
contents of this notice, and that the facts stated in this notic true and correct.
cJ
i
Date nd Place / Roger e
Director of Public Works
McClellan Road Sidewalk Improvements-Phase 2
NOTICE OF COMPLETION
Project 2015-19 Page 1
Contract
This public works contract ("Contract") is entered into by and between the City of Cupertino
City"), a municipal corporation, and Guerra Construction Group ("Contractor"), for work on the
McClellan Road Sidewalk Improvements-Phase 2 Project ("Project").
The parties agree as follows:
1.Award of Contract. In response to the Notice Inviting Bids, Contractor has submitted a Bid
Proposal and accompanying Bid Schedule, a copy of which is attached for convenience as
Exhibit A, to perform the Work to construct the Project. On July 3, 2018, City Council
authorized award of this Contract to the lowest responsive bidder in an amount not to
exceed 90% of the appropriated project budget limit.
2.Contract Documents. The Contract Documents incorporated into this Contract include and
are comprised of all of the following:
2.1 Notice Inviting Bids;
2.2 Instructions to Bidders;
2.3 Addenda, if any;
2.4 Bid Proposal and attachments thereto;
2.5 Contract;
2.6 Payment Bond, Performance Bond and, if required, a Warranty Bond;
2.7 General Conditions;
2.8 Special Conditions;
2.9 Project Drawings and Specifications;
2.1 O Change Orders, if any;
2.11 Notice of Award;
2.12 Notice to Proceed;
2.13 The following: No other documents
3.Contractor's Obligations. Contractor will perform all of the Work required for the Project,
as specified in the Contract Documents. Contractor must provide, furnish, and supply all
things necessary and incidental for the timely performance and completion of the Work,
including all necessary labor, materials, supplies, tools, equipment, transportation, and
utilities, unless otherwise specified in the Contract Documents. Contractor must use its best
efforts to complete the Work in a professional and expeditious manner and to meet or
exceed the performance standards required by the Contract Documents.
4.Payment. As full and complete compensation for Contractor's timely performance and
completion of the Work in strict accordance with the terms and conditions of the Contract
Documents, City will pay Contractor $659,050.00 ("Contract Price") for all of Contractor's
direct and indirect costs to perform the Work, including all labor, materials, supplies,
equipment, taxes, insurance, bonds and all overhead costs, in accordance with the
payment provisions in the General Conditions.
5.Time for Completion. Contractor will fully complete the Work for the Project within 75
calendar days from the commencement date given in the Notice to Proceed ("Contract
Time"). By signing below, Contractor expressly waives any claim for delayed early
completion.
6. Liquidated Damages. If Contractor fails to complete the Work within the Contract Time,
City will assess liquidated damages in the amount of $1,500.00 per day for each day of
unexcused delay in completion, and such liquidated damages may be deducted from City's
payments due or to become due to Contractor under this Contract.
McClellan Rd Sidewalk Improvements
Phase 2 2015-19 CONTRACT Page 1 of 4
7.Labor Code Compliance.
7.1 General. This Contract is subject to all applicable requirements of Chapter 1 of
Part 7 of Division 2 of the Labor Code, including requirements pertaining to wages,
working hours and workers' compensation insurance.
7.2 Prevailing Wages. This Project is subject to the prevailing wage requirements
applicable to the locality in which the Work is to be performed for each craft,
classification or type of worker needed to perform the Work, including employer
payments for health and welfare, pension, vacation, apprenticeship and similar
purposes. Copies of these prevailing rates are available online at
http://www .dir.ca.gov/DLSR.
7.3 DIR Registration. City may not enter into the Contract with a bidder without proof
that the bidder and its Subcontractors are registered with the California Department
of Industrial Relations to perform public work under Labor Code section 1725.5,
subject to limited legal exceptions.
8.Workers' Compensation Certification. Under Labor Code section 1861, by signing this
Contract, Contractor certifies as follows: "I am aware of the provisions of Labor Code
section 3700 which require every employer to be insured against liability for workers'
compensation or to undertake self-insurance in accordance with the provisions of that
code, and I will comply with such provisions before commencing the performance of the
Work on this Contract."
9.Conflicts of Interest. Contractor, its employees, Subcontractors and agents, may not
have, maintain or acquire a conflict of interest in relation to this Contract in violation of any
City ordinance or policy or in violation of any California law, including under Government
Code section 1090 et seq. and under the Political Reform Act as set forth in Government
Code section 81000 et seq. and its accompanying regulations. No officer, official,
employee, consultant, or other agent of the City ("City Representative") may have,
maintain, or acquire a "financial interest" in the Contract, as that term is defined under the
Political Reform Act (Government Code section 81000, et seq., and regulations
promulgated thereunder); or under Government Code section 1090, et seq.; or in violation
of any City ordinance or policy while serving as a City Representative or for one year
thereafter. Any violation of this Section constitutes a material breach of the Contract.
10.Independent Contractor. Contractor is an independent contractor under this Contract and
will have control of the Work and the means and methods by which it is performed. Contractor
and its Subcontractors are not employees of City and are not entitled to participate in any health,
retirement, or any other employee benefits from City.
11.Notice. Any notice, billing, or payment required by or pursuant to the Contract Documents
must be made in writing, signed, dated and sent to the other party by personal delivery,
U.S. Mail, a reliable overnight delivery service, or by email as a PDF (or comparable) file.
Notice is deemed effective upon delivery unless otherwisespecified. Notice for each party
must be given as follows:
City:
Name:
Address:
City/State/Zip:
Phone:
Attn:
Email:
Copy to:
City of Cupertino
10300 Torre Avenue
Cupertino, CA 95014
408)777-3354
John Raaymakers
johnr@cupertino.org
PWI nvoices@cupertino.org
McClellan Rd Sidewalk Improvements
Phase 2 2015-19 CONTRACT Page 2 of 4
Contractor:
Name:
Address:
City/State/Zip:
Phone
Attn:
Email:
Copy to:
Guerra Construction Group
984 Memorex Drive
Santa Clara, CA 95050
408)279-2027
Ralph Paredes
ralph@guerraco.com
jaime@guerraco.com
12.General Provisions.
12.1 Assignment and Successors. Contractor may not assign its rights or obligations
under this Contract, in part or in whole, without City's written consent. This
Contract is binding on Contractor's and City's lawful heirs, successors and
permitted assigns.
12.2 Third PartyBeneficiaries. There are no intended third party beneficiaries to this
Contract except as expressly provided in the General Conditions or Special
Conditions.
12.3 Governing Law and Venue. This Contract will be governed by California law and
venue will be in the Superior Court of Santa Clara County, and no other place.
12.4 Amendment. No amendment or modification of this Contract will be binding
unless it is in a writing duly authorized and signed by the parties to this Contract.
12.5 Integration. This Contract and the Contract Documents incorporated herein,
including authorized amendments or Change Orders thereto, constitute the final,
complete, and exclusive terms of the agreement between City and Contractor.
12.6 Severability. If any provision of the Contract Documents, or portion of a provision,
is determined to be illegal, invalid, or unenforceable, the remaining provisions of
the Contract Documents will remain in full force and effect.
12.7 Authorization. Each individual signing below warrants that he or she is authorized
to do so by the party that he or she represents, and that this Contract is legally
binding on that party. If Contractor is a corporation, signatures from two officers of
the corporation are required pursuant to California Corporation Code section 313.
Signatures are on the followingpage.]
McClellan Rd Sidewalk Improvements
Phase 2 2015-19 CONTRACT Page 3 of 4
The parties agree to this Contract as witnessed by the signatures below:
CONTRACTOR
By
Name _________ _
Title
Date _________ _
McClellan Rd Sidewalk Improvements
Phase2 2015-19
CITY OF CUPERTINO
a Municipal Corporation
Grace Schmidt
g ieClerk f, l , / g
Contract Amount: $659,050.00
P.O. No. _________ _
Account No. 270-90-976-900-905-ST 009-03-01
END OF CONTRACT
CONTRACT Page 4 of 4
ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual
who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.
State of California
County of Santa Clara
On August 9 ,2018 before me, Kri stin Mejia, Notary Public
insert name and title of the officer)
personally appeared _J_a_im_e_G_u_e_rr_a _____________________ _
who proved to me on the basis of satisfactory evidence to be the person whose name{.s? isl.are
subscribed to the within instrument and acknowledged to me that he/sl ,e/tl ,ey executed the same in
his/her/theif authorized capacity(-½eSf, and that by his/her/their signature on the instrument the
person, or the entity upon behalf of which the person acted, executed the instrument.
I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal.
t<'."MeJtA11111"""""""''""i
COMM. #21891_01 . $
Notary Public -Cahforn1a
Santa Clara county
E pires Mar. 31, 2021 =
r,ol'-tl!\ 1¥.,.?i 1!!:1i1111 11111muumm11111mm111111111111r.
511111111111 11111111
Seal)
Bidder's Name:
EXHIBIT A
Bid Proposal
McClellan Road Sidewalk Improvements-Phase 2 Project
G v\ -eN' "'-Lo"' ·+re,,....vi7 G, 0-0u.,e ("Bidder") hereby submits this Bid
Proposal to the City of Cupertino ("City") for the above-referenced project ("Project") in response to the
Notice Inviting Bids and in accordance with the Contract Documents referenced therein.
1.Base Bid. Bidder proposes to perform andfully complete the Work forthe Project as specified in
the Contract Documents, within the time required for full completion of the Work, including all labor,
materials, supplies, and equipment and all other direct or indirect costs including, but not limited to,
taxes, insyrari.ce and all overhead for the following price ("Base Bid"):
b 5 (; 'oCiD -
2.Addenda. Bidder agrees that it has confirmed receipt of or access to, and reviewed, all addenda
issued for this Bid. Bidder specifically acknowledges receipt of the following addenda:
Addendum:
01
Date Received: Addendum:
05
Date Received:
02 #06
03 #07
04 #08
3.Bidder's Warranties. By signing and submitting this Bid Proposal, Bidder warrants the following:
3.1 Examination of Contract Documents. Bidder has thoroughly examined the Contract
Documents and represents that, to the best of Bidder's knowledge, there are no errors,
omissions, or discrepancies in the Contract Documents, subject to the limitations of Public
Contract Code section 1104.
3.2 Examination of Worksite. Bidder has had the opportunity to examine the Worksite and
local conditions at the Project location.
3.3 Bidder is Qualified. Bidder is fully qualified to perform the Work.
3.4 Responsiblllty for Bid. Bidder has carefully reviewed this Bid Proposal and is solely
responsible for any errors or omissions contained in its completed Bid.
4.Award of Contract. By signing and submitting this Bid Proposal, Bidder agrees that if Bidder is
awarded the Contract for the Project, within ten days following issuance of the Notice of Award to
Bidder, Bidder will do all of the following:
4.1 Execute Contract. Enter into the Contract with City in accordance with the terms of this Bid
Proposal, by signing and submitting to City the Contract prepared by City using the form
included with the Contract Documents;
4.2 Submit Required Bonds. Submit to City a payment bond and a performance bond, each for
100% of the Contract Price, using the bond forms provided and in accordance with the
requirements of the Contract Documents; and
4.3 Insurance Requirements. Submit to City the insurance certificate(s) and endorsement(s) as
required by the Contract Documents.
McClellan Rd Sidewalk Improvements-Phase 2
2015-19
BID PROPOSAL
Page 12
EXHIBIT A
Bidder's Name:
5. Bid Security. As a guarantee that, if awarded the Contract, Bidder will perform its obligations
under Section 4 above, Bidder is enclosing bid security in the amount of ten percent of its maximum
bid amount in one of the following forms (check one):
A cashier's check or certified check payable to City and issued by
Bank name] in the amount of
A bid bond, using the Bid Bond form included with the Contract Documents, payable to
City and executed by a surety licensed to do business in the State of California.
This Bid Proposal is hereby submitted on ~LAI '::1 \·':\-, 2018.
Bidder Butiness Name
K e"7$~
Signature
fV\.R-G. ,\l ~ ,-
Namerritle (If Corporation : Chairman, President or Vice
President)
License#, Expiration Date, and Classification
A~d~ess
0c;. ni <', C -L "-.--~ 1 cA <\ SD S°'D
City, State, Zip
o ~ ·-11-. 1. "'1 -w '2--:}--
Contact Phone
1,j]-l'D
Date
Signature
Name/Title (If Corporation: Secretary, Assistant
Secretary, Chief Financial Officer or Assistant
Treasurer)
J ODD o 00 3 3 c
DIR Registration#
Phone
rOt I ~ GIA er-('<>) -PI\Q. ~ ·~ .t.~1-
Contact Name/Title '
j IJ1 \ IYVL e, ,3 LAQ.f'(''-\....La;,, L..o .,""h.
Contact Email
END OF BID PROPOSAL
McClellan Rd Sidewalk Improvements-Phase 2
2015-19
BID PROPOSAL
Page 13
ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual
who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.
State of California
County of Santa Clara
on July 17,2018 before me, Kristin Mejia, Notary Public
EXHIBIT A
insert name and title of the officer)
personally appeared _J_a_im_e_G_u_e_r_ra _____________________ _
who proved to me on the basis of satisfactory evidence to be the person($) whose nameW is/~
subscribed to the within instrument and acknowledged to me that he/sl-1eltl 1ey executed the same in
his/her/their authorized capacity(-ies}, and that by his/herltheir signature{%) on the instrument the
person~. or the entity upon behalf of which the person~ acted, executed the instrument.
I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal.
Seal)
Bidder's Name: tzt.A.el' C•'· Chot; ·kt). c·b o~ br'U> '-'\f
EXHIBIT A
Bid Schedule
This Bid Schedule must be completed in ink and included with the sealed Bid Proposal. Pricing must be
provided for each Bid Item as indicated. Items marked "(SW)" are Specialty Work that must be performed
by a qualified Subcontractor. The lump sum or unit cost for each item must be inclusive of all costs, whether
direct or indirect, including profit and overhead. The sum of all amounts entered in the "Extended Total
Amount" column must be identical to the Base Bid price entered in Section 1 of the Bid Proposal Form.
LS= Lump Sum
SY=Square Yard
EA= Each LF = Linear Foot CF = Cubic Feet CY = Cubic Yard
SF= Square Feet LB= Pounds TON= Ton (2000 lbs) AL= Allowance
BID
ITEM ITEM DESCRIPTION
NO.
1 Mobilization
2 Field Engineering/ Survev Work
3
Traffic Control I Construction
Area Si~tns
4 Tree Protection
5
Temporary Water Pollution
Control
6 Utility Location
7 Remove Miscellaneous Concrete
8 Remove AC Dike
9 Remove Curb and Gutter
10 Remove Qrainage Inlet and Pipe
11 Remove Fence
12 Remove Roadside Sign
13 Remove Retaining Wall
14 Relocate Mailbox
15
Restore Landscape, Irrigation,
Hardscape
16 Adjust Manhole to Grade
17 Adjust Water Meter Box to Grade
18 Adjust Water Valve Box to Grade
19 Adjust Cleanout to Grade
20 Relocate Roadside Sign
21 Install Type 1B Pole
22 Replace Through the Curb Drain
23 Relocate Chain Link Fence
24 Relocate Wooden Fence
McClellan Rd Sidewalk Improvements-Phase 2
2015-19
EST.
QTY.
UNIT
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
2,950 SF
125 LF
220 LF
2 EA
160 LF
2 EA
100 LF
10 EA
1 LS
1 EA
7 EA
4 EA
2 EA
1 EA
1 EA
3 EA
140 LF
25 LF
UNIT
COST
3D.00D--
3000 ··
2."-~CD..-
5cex;;-
5cc.,b ~
5000 ·-
to·-
0 -
50.--
1-iDD ·-
i.o ·-
1--00-
roo-
3co-
4orx:o=
fooo-
1·100-
100·-
bDD'-
L\50
3DOO
Laoo ......
4-o-
loo·-·
EXTENDED TOT AL
AMOUNT
30000-
oon·-
U3'.X> -
soco --
SooD-
5coo -
1,...q ?00
7 so ,,..
t 1 ODO_...
5bco--
91...DO -
4co --
0oro-
3orn-
4'0o't:)0 .-
DO().-
I t °loo-
1..300'"-
l 'L..00 ~-
l{:S-b~
3000-
Ca,eoc, -·
S~a.)-
z. 5q:)0 -
BID SCHEDULE
Page 14
Bidder's Name: r; LU rr0 LlJ /) s{r ul>-11 orJ ~ (U) IA{
EXHIBIT A
BID
EST. UNIT EXTENDED TOT AL
ITEM ITEM DESCRIPTION UNIT
NO.
QTY. COST AMOUNT
25 Site Clearing 1 LS $ 54000 -$ 5'1oco-
26 $ 11.no •"' $ llo ~DD-Remove Tree 14 EA
27 $ 1000 .. $ . ...-Grind and Remove Stump 1 EA lOOD
28 Earthwork (Final Pay Item} 335 CY $ 25D·· $ 53·150,....
29 Prune ExistinQ Trees 1 LS $ 0000----$ C,oon ·-
30 Class II Aggregate Base 150 CY $ /1,0 "-$ 1 ~oro ·-
31 Grind AC Pavement 4,250 SF $ ,4---$ f'7 000 ·--
32 Hot Mix Asphalt (Type A} 192 TON $ 1>00 ..--$ 51 ~ro ·-
33
Construct Sidewalk, Walkway, $ 10-$ 5 I &>ooandDrivewavConform5,160 SF
34 Construct Type A1-6 Curb 40 LF $ 4-5"-$ l gw ·-
35
Construct Type A2-6 Curb and
5o-$ 45DDO -Gutter 900 LF $
36 Construct Retaining Wall 90 LF $ t'io ·-$ "L.. 'l.-CiD D ..-
37 Construct Curb Ramp 1 EA $ A-nrl) ·-$ 4--ooo .r
38 Construct Driveway 1,700 SF $ 15-$ i.ssoo --
39 Striping and Pavement Markings 1 LS $ 14000./ $ , woro-
40 Ornamental Steel Fence 90 LF $ 1r,o·' $ q oco --
41 Topsoil 7 CY $ ~n--$ 1\..Joo-
42 Plant Shrubs 30 EA $ io·-$ '-~lOO ~
43 Caltrans G3 Inlet 1 EA $ 3506-$ ?JSoo ·-
44 Drop Inlet-Curb Opening 1 EA $ 3ocr>-$ 3oro--
45 15 in. Reinforced Concrete Pipe 5 LF $ soo ·--$ 4-ooo -
46
6 in. High Density Polyethylene $ s-oo-· $ +ooo ··-Pipe 5 LF
TOT AL BASE BID : Items 1 through ,.. b Inclusive : $
Note: The amount entered as the ''Total Base Bid" should be identical to the Base Bid amount entered in
Section 1 of the Bid Proposal form .
BIDDER NAME : GLN!-rf'A. Co v1 s·l,r c.,< c.1)~~ ~ fL-Q '-'\f"
END OF BID SCHEDULE
McClellan Rd Sidewalk Improvements-Phase 2
2015-19
BID SCHEDULE
Page 15
EXHIBIT A
Subcontractor List
For each Subcontractor that will perform a portion of the Work in an amount in excess of one-half
of 1% of the Bidder's total Contract Price , 1 the bidder must list a description of the Work , the
name of the Subcontractor, its California contractor license number, the location of its place of
business, its DIR registration number, and the portion of the Work that the Subcontractor is
performing based on a percentage of the Base Bid price . Bidder may not list more than one
Subcontractor for each such portion of the Work listed by Bidder below.
DESCRIPTION SUBCONTRACTOR CALIFORNIA LOCATION OF DIR REG. NO.
OF WORK NAME CONTRACTOR BUSINESS
LICENSE NO.
L ~ J.'1, c.a..p.e... . k>.iJ= ~ ·t-c r 4-b32'80 8 c~ Jvl " r h::_ iOC:Dco 'L 34-~-
er'
f"-'u\~ Cy e,... I ONC Cl b~~·2.,1 ~MAr'h,~ \ DD000&7°b(, j
Str; ,pl N '-. c~~m .pc, s~ <g ~g-qqb 1~t\yWcr{'IJ ! t£bO c, -3 ) 2-i) . ,
END OF SUBCONTRACTOR LIST
1 For street or highway construction this requirement applies to any subcontract of $10 ,000 or more .
McClellan Rd Sidewalk Improvements-Phase 2
2015-19
SUBCONTRACTOR LIST
Page 16
PERCENT
OF
WORK
bl
ii\./
J;l2.1.
Bidder's Name:
EXHIBIT A
Noncol!usion Declaration
TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID
The undersigned declares:
I am the fflU. , . J-v-. ,\-·· [title] of Gt;.e rr11,.. 0) I\ ~·krtAJL-1) ~ ~ ~ tJ._r
business name], the party making the foregoing bid.
The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership,
company, association, organization, or corporation. The bid is genuine and not collusive or sham.
The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or
sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with
any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in
any manner, directly or indirectly, sought by agreement, communication, or conference with
anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost
element of the bid price, or of that of any other bidder. All statements contained In the bid are
true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown
thereof, or the contents thereof, or divulged information or data relative thereto, to any
corporation, partnership, company, association, organization , bid depository, or to any member or
agent thereof, to effectuate a collusive or sham bid , and has not paid and will not pay, any person
or entity for such purpose .
This declaration is intended to comply with California Public Contract Code section 7106 and Title
23 U.S.C section 112.
I declare under penalty of perjury under the laws of the State of 9alifornia that the foregoing is
true and correct and that this declaration is executed on 1 -\ 1-1 to [date], at
city], CA [state].
s/ ~
Name [print]
END OF NONCOLLUSION DECLARATION
McClellan Rd S idewalk Improvements-Phase 2
2015-19
NONCOLLUSION DECLARATION
Page 17
ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual
who signed the document to which this certificate is
attached, and not the truthfulness, accuracy , or
validity of that document.
State of California
County of Santa Clara
EXHIBIT A
On July 17,2018 before me, Kristin Mejia, Notary Public
insert name and title of the officer)
personally appeared _J_a_im_e_G_u_e_r_ra _____________________ _
who proved to me on the basis of satisfactory evidence to be the person{,s) whose nameWis/.are
subscribed to the within instrument and acknowledged to me that he/sl 1e/tl 1ey executed the same in
his/her/theif. authorized capacity(-iest, and that by his/her/their signature!%} on the instrument the
person~, or the entity upon behalf of which the person~ acted, executed the instrument.
I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal.
Seal)
lllltlllllltllllllllllllllllllllllllllmlllllllllllllllllllllllllHIIIIIIIUlj
K.MEJIA I
COMM . #2189101 i.
Notary Public • California ~
Santa Clara County 5
My Comm. Expires Mar . 31, 2021 ll
111111111111111111111111111un111111111111111111um11111111nlo11mmlr.
EXHIBIT A
Bid Bond
Guerra Construction Group ("Bidder") has submitted a
bid, dated Jul 17 , 2018 ("Bid"), to City of Cupertino ("City") for work on
the McClellan Road Sidewalk Improvements-Phase 2 Project ("Project"). Under this duly
executed bid bond ("Bid Bond"), Bidder as Principal and The Gray Insurance Company , its
surety ("Surety"), are bound to City as obligee in the penal sum of ten percent of the maximum
amount of the Bid (the "Bond Sum"). Bidder and Surety bind themselves and their respective
heirs, executors, administrators, successors and sssigns, jointly and severally, as follows:
1. General. If Bidder Is awarded the Contract for the Project, Bidder will enter into the
Contract with City in accordance with the terms of the Bid.
2. Submittals. Within ten days following issuance of the Notice of Award to Bidder, Bidder
must submit to City the following: ·
2.1 Contract. The executed Contract, using the form provided by City in the Project
contract documents ("Contract Documents");
2.2 Payment Bond. A payment bond for 100% of the maximum Contract Price,
executed by a surety licensed to do business in the State of Callfornia using the
Payment Bond form included with the Contract Documents;
2.3 Performance Bond. A performance bond for 100% of the maximum Contract Price,
executed by a surety licensed to do business in the State cif Callfornia using the
Performance Bond form Included with the Contract Documents: and
2.4 Insurance. The insurance certiflcate(s) and endorsement(s) required by the
Contract Documents, and any other documents required under the Instructions to
Bidders.
3, Enforcement. If Bidder fails to execute the Contract and to submit the bonds and
insurance certificates as required by the Contract Documents, Surety guarantees that
Bidder forfeits the Bond Sum to City. Any notice to Surety may be given in the manner
specified in the Contract and delivered or transmitted to Surety as follows:
Attn: Dave Paloma
Address: ___ 1.;..;o;..:;o..c4.c..o ..;.;Nc..c. 2=c5:.:th'"'"'"'A"'"ve;;.;..'"'#--1c..;.1.:..8 __________ _
City/State/Zip: --=.P..;..hc::.o.::.:en"""ix:.:..A:...:2=8;:..50:.:2:..:1 ____________ _
Phone: (602) 354-3117
Fax: ____ .,.;(6:.::0-=2,._) 3::..;5:...;4;...:-3:.::3;..;.6.::.D _____________ _
Email: ____ d,_pa_l __ om_a@""""g_ra..,_y_su_r_et.._y._co_m __________ _
4. Duration; Waiver. If Bidder fulfills its obligations under Section 2, above, then this
obligation will be null and void; otherwise it will remain in full force and effect for 90 days
following award of the Contract or until this Bid Bond is returned to Bidder, whichever
occurs first. Surety waives the provisions of Civil Code sections 2819 and 2845.
Signatures are on tile following page.]
McClellan Rd Sidewalk Improvements-Phase 2
2015-19
BID BOND
Page18
This Bid Bond is entered into and effective on __ J_ul'-y _1 _1 ____ , 20 1B ,
SURETY: The Gray Insurance Company
B .
K. Zerounian,
Nameffitle
Acknowledgement with Notary Seal for Surety, and Surety's Power of Attorney-In-Fact
Certificate must be attached.)
BIDDER: G::ie~:struction Group
ness name
s/ __ ~e~~;;s~z~:::s±:5~~~=-------
Nameffitle
END OF BID BOND
McClellan Rd Sidewalk Improvements-Phase 2
2015 -19
EXHIBIT A
BID BOND
Page 19
ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual
who signed the document to which this certificate is
attached, and not the truthfulness , accuracy, or
validity of that document.
State .of California
County of _____ S_a_n_F_ra_n_c_is_co ___ _
EXHIBIT A
On ____ J_u_ly_11_,_2_0_18 ____ before me , _____ B_r_itt_a_ny~K_av_a_n_, _N_ot_a~ry_P_u_b_lic ____ _
insert name and title of the officer)
personally appeared K. Zerounian
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are
subscribed to the with in instrument and acknowledged to me that he/she/they executed the same in
his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the
person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal.
11·:.1·"'''''"::::,::::::·::::::ii i\i.,,ffii,i,i;.,,,,,.,,,,,,;;"''""''''''" •,., .. ,,,,,,,,,., ,,,,,,,.,., .. ,.,,,,,,.,,,; ,,,,.,, .... "''"''''"'''''''';~~·;~;;·;"''·•·,•i,;·,>,,,., '
u1j :,;\
i THE GRAY CASUALTY & SURETY COMPANY 2 'l 8 2 5 2 , ...
1 GENERAL POWER OF ATTORNEY '.L · ]'.)
KNOW ALL BY THESE PRESENTS, THAT The Gray Insurance Company and The Gray Casualty & Surety Company, corporations duly f ;
i organized and existing under the laws of Louisiana, and having their principal offices in Metairie, Louisiana, do hereby make, constitute, and ·::,;:
l appoint Betty L. Tolentino, Janet C. Rojo, Virginia L. Black, Kevin Re, Robert P. Wrixon, Maureen O'Connell, M. Moody, Susan .i·:
f) Hecker, R.A. Bass, and K. Zerounian of San Francisco, California jointly and severally on behalf of each of the Companies named above 1 ·
1 its true and lawful Attorney(s) .. in-Foct, to n1ake, execute, seal and deliver, "f:,r and on its behalf and as its deed, bonds~ or other writings
obi igato1y in the nature of 11 bond, as surety, contracts of suretyship as are or may be required or permitted by law, regulation, contract or
otherwise, provided that no bond or undertaking or contract of suretyship executed under this auth01ity shall exceed the amount of
I
t ·;
I0,000,000.00
This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of
Directors of both 11ie Gray Insurance Company and The Gray Casualty & Surety Company at meetings duly called and held on the 26th day of
June, 2003.
RESOLV ED, that the President, Executive Vice President, any Vice President, or the Secretary be and each or any of them hereby
is authorized to execute a power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the
Company bonds, undertakings, and all contracts of surety, and that each or any of them is hereby authorized to attest to the execution of such
Power of Attorney, and to attach the seal of the Company; and it is
FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of
Attorney or to 11ny certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signature or
facsimile seal shall be binding upon the Company now and in the future when so affixed with regard to any bond, undertaking or contract of
surety to which it is attached.
lN WITNESS WHEREOF, The Gray Insurance Company and The Gra y Casualty & Surety Company have caused their official seals to be
hcrcinto affixed, and these presents to be signed by their authorized officers this 12111 day of September, 2011.
State of Louisiana
Parish of Jefferson
By: ~ ~ Attest:~P#~r~
Mark S. Manguno
Secretary,
ss:
Michael T. Gray
President, The Gray Insurance Company
and
Vice President,
The Gray Casualty & Surety Company
The Gray Insurance Company,
The Gray Casualty & Surety Company
On this 12th day of September, 201 1, before me, a Notary Public, personally appeared Michael T. Gray, President of The Gray In surance
Company and Vice President ofThe Gray Casualty & Surety Company, and Mark S. Manguno, Secretary of The Gray Insurance Company
and The Gray Casualty & Surety Company, personally known to me, being duly sworn, acknowledged that they signed the above Power of
Attorney and affixed the seals of the companies as officers of, and acknowledged said instrument to be the voluntary act and deed , of their
companies.
t'\,'t~········~!-1.~(,?... __ ,_ ____ _ ,,,,,\\\lt~l~IIMi'''1,,,,,, di~/"'"::
f 'I'° +01~J. '\ \ ..,...J ;::>
Lisa S. Millar, Notary Public, Parish of Orleans
I j
J>J:,)o.,, Pua~'\/,,.~ State of Lo~i~i an~ . . "'
l"t'•, ...... ~,'!,v My Comn11ss10n IS tor Life
fl,J/ff!.11~1~\\ll"\I\'\
I, Mark S. Manguno, Sccreta1y of The Gray Insurance Company and The Gray Casualty & Surety Company, do hereby ce1tify that the above
and forgoing is a tme and correct copy of a Power of Attorney given by the companies, which is still in full force and effect.
2018
J;
i
1
j
J .'
i;
H ....
1 ,:
1'·1 '
j:
ii
r:
i!)
j
T ;
I .
I '' ., .
r
h=
I': .;
l :i
l:_,:
q
ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual
who signed the document to which this certificate is
attached, and not the truthfulness , accuracy, or
validity of that document.
State of California
County of Santa Clara
EXHIBIT A
On July 17,2018 before me, Kristin Mejia, Notary Public
insert name and title of the officer)
personally appeared _J_a_im_e_G_u_e_r_ra _____________________ _
who proved to me on the basis of satisfactory evidence to be the person(.() whose nameW is/~
subscribed to the within instrument and acknowledged to me that he/sl 1eRI 1ey executed the same in
his/l'leFAl"leiF authorized capacity(-iest, and that by hisfherltl"leir signature!)'} on the instrument the
person~, or the entity upon behalf of which the person~ acted, executed the instrument.
I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
Seal)
UIIIUIIIIIIIIIIIIIIIIIIIIIIIIUIIIIIIIIIIIIIIIIIIIUIIIUIINIIIIIIIIIIIIIIIC
K. MEJIA ~
COMM . #2189101 :i
Notary Public • California l!!
Santa Clara County e
My Comm . Exp ires Mar. 31 , 2021 ii
IIIUIIIIIIIIUIIIIIIIIIIIUIIIIUlllllllllllllllllllllll!IIIIIUlllllllllllllf-
WITNESS my hand and official seal.
Bond No . GSM35802
Premium Included in Perf . Bond
Payment Bond
The City of Cuperti r;i~"h md Guerra Construction Group ("Contractor") have entered into
a contract , dated ,..... Y , , 2018 ("Contract") for work on the McClellan Road
Sidewal k Improvements.IP. ase' 2 Project ("Project"). The Contract is incorporated by reference
into this Payment Bond ("Bond").
1. General. Under this Bond , Contracto r as principal and The Gray Insurance Company
its surety ("Surety"), are bound to City as obligee in an amount not less than
659 ,050 .00---------------, under California Civil Code sections 9550 , et seq .
2. Surety's Obligation. If Contractor or any of its Subcontractors fails to pay a person
authorized in California Civil Code section 9100 to assert a claim aga inst a payment bond,
any amounts due under the Unemployment Insurance Code with respect to work or labor
perfo rmed under the Contract , or any amounts required to be deducted, withheld , and paid
over to the Employment Development Department from the wages of employees of
Contractor and its Subcontractors , under California Unemployment Insurance Code section
13020 , with respect to the work and labor , then Surety w ill pay the obligation .
3. Beneficiaries. This Bond inures to the benefit of any of the persons named in California
Civil Code section 9100 , so as to give a right of action to those persons or their assigns in
any suit brought upon this Bond. Contractor must promptly provide a copy of this Bond
upon request by any person with legal rights under this Bond .
4. Duration. If Contractor promptly makes payment of all sums for all labor , materials , and
equipment furnished for use in the performance of the Work required by the Contract, in
conformance with the time requirements set forth in the Contract and as required by
California law, Surety 's obligations under this Bond will be null and vo id . Otherwise ,
Surety 's obligations will remain in full force and effect.
5. Waivers. Surety wa ives any requirement to be notified of alterations to the Contract or
extensions of time for performance of the Work under the Contract. Surety waives the
provisions of Civil Code sections 2819 and 2845. City waives the requirement of a new
bond for any supplemental contract under Civil Code section 9550. Any notice to Surety
may be given in the manner specified in the Contract and del ivered or transmitted to Surety
as follows :
Attn : Dave Paloma
Address: 10 040 N . 25th Ave. #118
City /State/Zip : _.,_P"--'h=oe=n=ix"'"A""'Z=--:8=50=2~1..__ ____________ _
Phone : (602) 354-3117
Fa x : ----~'6=0=2~)~3=54~-~3=36=0~--------------
Email : dpaloma@graysurety .com
6. Law and Venue. This Bond w ill be governed by California law, and any dispute pursuant
to this Bond will be venued in the Superior Court of Santa Cla ra County in which the Project
is located , and no other place . Surety w ill be responsible for City's attorneys ' fees and
costs in any action to enforce the provisions of this Bond.
McClellan Rd Sidewalk Improvements-Phase 2
2015-19
PAYMENT BOND
Page 30
7. Effective Date; Execution. This Bond is entered into and is effective on August 9
2018.
Name/Title
Acknowledgment with Surety's Notary Seal and Surety's Power of Attorney must be attached .)
CONTRACTOR: Guerra Construction Group
S:,Business Name
s/ <:2;§= ss:S ~
Name/Title
Name/Title
END OF PAYMENT BOND
McClellan Rd Sidewalk Improvements-Phase 2
2015-19
PAYMENT BOND
Page 31
ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual
who signed the document to which this certificate is
attached , and not the truthfulness, accuracy , or
validity of that document.
State of California
County of Santa Clara
On Augu~9,2018 before me, Kristin Mejia, Notary Public
insert name and title of the officer)
personally appeared _J_a_i_m_e_G_u_e_rr_a _____________________ _
who proved to me on the basis of satisfactory evidence to be the person (%) whose name (.s1' is/.aFEr
subscribed to the within instrument and acknowledged to me that he/s l 1e/tl1 ey executed the same in
his/t1cr/tl9c ir authorized capacity(-ies}, and that by hisfhef/tl9e ir signature~ on the instrument the
person ~, or the entity upon behalf of which the person Y3J acted, executed the instrument.
I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal.
Seal)
IIIIIIIIIIIIIIIIIIIIIIIUIIIIIIIIK:''MEjlA''lllllllllllllllllllllll~
COMM. #2189101 :i
Notary Public -California ~
Santa Clara County i
My Comm. Expires Mar. 31, 202 1 §
llllllllllllllllllllllllllllllllllllllll lllllllllll lllllllllllllllllllllllllllr:
1,··.
1jl/·~ ;;
I,. o,·
i-
111·, '•• •• t U
ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual
who signed the document to which this certificate is
attached , and not the truthfulness, accuracy , or
validity of that document.
State of California
County of _____ s_a_n_F_r_a_nc_i_sc_o ___ _
On ____ A_u_g_u_st_9_,_2_0_1s ____ before me , _____ B_ri_tta_n~y_K_a_v_a_n_, N_ot_a~ry_P_u_b_li_c ____ _
insert name and title of the officer)
personally appeared Betty L. Tolentino
who proved to me on the basis of sat isfactory evidence to be the person(s) whose name(s) is/are
subscribed to the within instrument and acknowledged to me that he/she/they executed the same in
his/her/their authorized capacity(ies), and that by his /her/their signature(s) on the instrument the
person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal.
Seal)
0'
f.. AUTHENTIC l)NLESS ITH
z
I • I • I I
l
z
w :. :,
0
0
C
i:
1-.
a:
w
C
a:
0
III
1-
z
ii:
D..
0a:
0
E
C
z
in
a:
w
III
ii:
w
J
III
iii >
a:
i
THE GRAY INSURANCE COMPANY
THE GRAY CASUALTY & SURETY COMPANY 218 2 6 5
GENERAL POWER OF ATTORNEY
KNOW ALL BY THESE PRESENTS, THAT The Gray Insurance Company and The Gray Casualty & Surety Company, corporations duly
organized and existing under the laws of Louisiana, and having their principal offices in Metairie, Louisiana, do hereby make, constitute, and
appoint Betty L. Tolentino, Janet C. Rojo, Virginia L. Black, Kevin Re, Robert P. Wrixon, Maureen O'Connell, M. Moody, Susan
Hecker, R.A. Bass, and K. Zerounian of San Francisco, California jointly and severally on behalf of each of the Companies named above
its true and lawful Attorney(s)-in-Fact, to make, execute, seal and deliver, ior and on its behalf and as its deed , bonds, or other writings
obligatory in the nature of a bond, as surety, contracts of suretyship as are or may be required or pennitted by law, regulation , contract or
otherwise, provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed the amount of
I 0,000 ,000.00
This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of
Directors of both The Gray Insurance Company and The Gray Casualty & Surety Company at meetings duly called and held on the 261h day of
June, 2003.
RESOLVED, that the President, Executi ve Vice President, any Vice President, or the Secretary be and each or any of them hereby
is authorized to execute a power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the
Company bonds, undertakings, and all contracts of surety, and that each or any of them is hereby authorized to attest to the execution of such
Power of Attorney, and to attach the seal of the Company; and it is
FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of
Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signature or
facsimile seal shall be binding upon the Company now and in the future when so affixed with regard to any bond, undertaking or contract of
surety to which it is attached .
IN WITNESS WHEREOF, The Gray Insurance Company and The Gray Casualty & Surety Company have caused their official seals to be
hereinto affixed, and these presents to be signed by their authorized officers this 121h day of September, 2011 .
By: ~ .. _,,, / '7 ,P Attest: AA / _ __,!/,A
V'~ pFf4,..JI/VYf~f,..,_.
Michael T. Gray Mark S. Manguno
President, The Gray Insurance Company Secretary,
and The Gray Insurance Company,
Vice President, The Gray Casualty & Surety Company
The Gray Casualty & Surety Company
State of Louisiana
ss:
Parish of Jefferson
On this 121h day of September, 2011, before me, a Notary Public, personally appeared Michael T. Gray, President of The Gray Insurance
Company and Vice President of The Gray Casualty & Surety Company, and Mark S. Manguno, Secretary of The Gray Insurance Company
and The Gray Casualty & Surety Company, personally known to me, being duly sworn, acknowledged that they signed the above Power of
Attorney and affixed the seals of the companies as officers of, and acknowledged said instrument to be the voluntary act and deed, of their
companies.
dw--::,---:::>
Lisa S. Millar, Notary Public, Parish of Orleans
State of Louisiana
My Commission is for Life
I, Mark S. Manguno, Secretary of The Gray Insurance Company and The Gray Casualty & Surety Company, do hereby certify that the above
and forgoing is a true and con-ect copy of a Power of Attorney given by the companies, which is still in full force and effect.
9th
IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this day of
August
P#~r~
Mark S . Manguno, Secretary
The Gray Insurance Company
The Gray Casualty & Surety Company
2018
i'
I -
Performance Bond
Bond No . GSM3 5802
Premium : $7,297 .00
The City of Cupertino ("City ") and Guerra Construction Group ("Contractor") have entered
into a contract, dated N.,bt tr , 20.Jji_ ("Contract") for work on the McClellan Road
Sidewalk Improvements-Phase 2 Project ("Project"). The Contract is incorporated by reference
into this Performance Bond ("Bond").
1. General. Under this Bond , Contractor as Principal and The Gray Insurance Company ,
its surety ("Surety "), are bound to City as obligee for an amount not less than
659 ,050 .00-----------------. By executing this Bond , Contractor and Surety bind themselves
and their respective heirs , ex ecutors , administrators , successors and assigns , jointly and
severally , to the provis ions of this Bond .
2. Surety's Obligations. If Contractor fully performs its obligations under the Contract ,
including its warranty obligations under the Contract , and Contractor has timely provided a
warranty bond as required under the Contract. Surety 's obligations under this Bond will
become null and void upon City's acceptance of the Project , ex cluding any exceptions to
acceptance, if any. Otherwise Surety 's obligation will remain in full force and effect until
ex piration of the one year warranty period under the Contract.
3. Waiver. Surety waives any requirement to be notified of and further consents to any
alterations to the Contract made under the applicable prov isions of the Contract
Documents , including changes to the scope of Work or extensions of time for performance
of Work under the Contract. Surety waives the provisions of Civil Code sections 2819 and
2845.
4. Application of Contract Balance. Upon making a demand on this Bond , City will make
the Contract Balance available to Surety for completion of the Work under the Contract.
For purposes of this provision , the Contract Balance is defined as the total amount payable
by City to Contractor as the Contract Price minus amounts already paid to Contractor, and
minus any liqu idated damages, credits , or back charges to which City is entitled under the
terms of the Contract.
5. Contractor Default. Upon written notification from City that Contractor is in default under
Article 13 of the Contract General Conditions , time being of the essence , Surety must act
within the time specified in Article 13 to remedy the default through one of the following
courses of action :
5.1 Arrange for completion of the Work under the Contract by Contractor , with City 's
consent , but only if Contractor is in default solely due to its financial inabil ity to complete the
Work ;
5 .2 Arrange for completion of the Work under the Contract by a qual ified contractor
acceptable to City , and secured by performance and payment bonds issued by an admitted
surety as required by the Contract Documents , at Surety's expense ; or
5.3 Waive its right to complete the Work under the Contract and reimburse City the
amount of City 's costs to have the remain ing Work completed .
6. Surety Default. If Surety defaults on its obligations under the Bond , City w ill be ent itled to
recover all costs it incurs due to Surety 's default , including legal , design professional , or
delay costs .
7. Notice. Any notice to Surety may be given in the manner specified in the Contract and
sent to Surety as follows :
McClellan Rd Sidewalk Improvements-Phase 2
2015-19
PERFORMANCE BOND
Page 32
Attn: Dave Paloma
Address: 10040 N. 25th Ave., #118 ----=:----:--:-:::-,:-,::-,,-:-,----------------
City/State/Zip : _P_h_oe_n_ix __ A_Z_8 __ 50_2_1 _____________ _
Phone : (602) 354-3117
Fax: ____ ..:..(6_0_2):....3_5_4_-3_3_6_0 _____________ _
Email : dpaloma@graysurety .com
8. Law and Venue. This Bond will be governed by California law, and any dispute pursuant
to this Bond will be venued in the Superior Court for Santa Clara County in which the
Project is located , and no other place. Surety will be responsible for City's attorneys ' fees
and costs in any action to enforce the provisions of this Bond.
9. Effective Date; Execution. This Bond is entered into and effective on
Augu~9 , 2018 .
Name/Title [print]
Acknowledgment with Notary Seal for Surety and Surety's Power of Attorney must be attached .)
CONTRACTOR: Guerra Construction Group
u~iness Name
s/~~~~~;;;?:3S;;~~~~~-::::::::::..~~~~~~~
f {A_ \ r,,--e_. ~ --u_{'~ ( ()~ I ~
Name/Title
Name/Title
END OF ,PERFORMANCE BOND
McClellan Rd Sidewalk Improvements-Phase 2
2015-19
PERFORMANCE BOND
Page 33
ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual
who signed the document to which this certificate is
attached , and not the truthfulness , accuracy, or
validity of that document.
State of California
County of Santa Clara
On Augu~9,2018 before me, Kristin Mejia, Notary Public
insert name and title of the officer)
personally appeared _J_a_i_m_e_G_u_e_rr_a _____________________ _
who proved to me on the basis of satisfactory evidence to be the person (%) whose name!fo1' is/,a.i:e-
subscribed to the within instrument and acknowledged to me that he/s l 1e/1:l 1ey executed the same in
his/hcfi'their authorized capacity(-ies}, and that by his/i=lerfthei r signature\%) on the instrument the
person ~, or the entity upon behalf of which the person ~ acted, executed the instrument.
I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal.
Seal)
mm11111111111111mmmuu111111111 111 1111111111111111111111111mm~
K. MEJIA s
COMM #2189101 i
Notary Pu b lic -California g
San t ;i Clara County ~
M Com rr 1-xpires Mar. 31, 2021 s
u1111111Yi111111m1 1111 !, .1 11111 11111111111 111111111111111111111mmr:.
ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual
who signed the document to which this certificate is
attached, and not the truthfulness, accuracy , or
validity of that document.
State of California
County of _____ S_a_n_F_r_a_nc_i_sc_o ___ _
On ____ A_u_g_u_st_9_,_2_0_1s ____ before me , _____ B_rit_ta_n--'-y_K_a_v_a_n_, N_o_t_a--'-ry_P_u_b_li_c ____ _
insert name and title of the officer)
personally appeared Betty L. Tolentino
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are
subscribed to the within instrument and acknowledged to me that he/she/they executed the same in
his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the
person(s), or the entity upon behalf of which the person(s) acted , executed the instrument.
I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal.
Seal)
THE GRAY INSURANCE COMPANY
THE GRAY CASUALTY & SURETY COMPANY
GENERAL POWER OF ATTORNEY 218264
KNOW ALL BY THESE PRESENTS, THAT The Gray Insurance Company and The Gray Casualty & Surety Company, corporations duly
organized and existing under the laws of Louisiana, and having their principal offices in Metairie, Louisiana, do hereby make, constitute, and
appoint Betty L. Tolentino, Janet C. Rojo, Virginia L. Black, Kevin Re, Robert P. Wrixon, Maureen O'Connell, M. Moody, Susan
Hecker, R.A. Bass, and K. Zerounian of San Francisco, California jointly and severally on behalf of each of the Companies named above
its true and lawful Attorney(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its deed, bonds, or other writings
obligatory in the nature of a bond, as surety, contracts of suretyship as are or may be required or pennitted by law, regulation , contract or
otherwise, provided that no bond or undertaking or contract of suretyship executed under this auth01ity shall exceed the amount of
10,000,000.00
This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of
Directors of both The Gray Insurance Company and The Gray Casualty & Surety Company at meetings duly called and held on the 26 111 day of
June, 2003 .
RESOLVED, that the President, Executive Vice President, any Vice President, or the Secretary be and each or any of them hereby
is authorized to execute a power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the
Company bonds, undertakings, and all contracts of surety, and that each or any of them is hereby authotized to attest to the execution of such
Power of Attorney, and to attach the seal of the Company; and it is
FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of
Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signature or
facsimile seal shall be binding upon the Company now and in the future when so affixed with regard to any bond, undertaking or contract of
surety to which it is attached.
IN WITNESS WHEREOF, The Gray Insurance Company and The Gray Casualty & Surety Company have caused their official seals to be
hereinto affixed, and these presents to be signed by their authorized officers this 12111 day of September, 2011 .
State of Louisiana
By ~ ~ Attest r'i'U4r-
ss:
Michael T. Gray
President, The Gray Insurance Company
and
Vice President,
The Gray Casualty & Surety Company
Mark S. Manguno
Secretary,
The Gray Insurance Company,
The Gray Casualty & Surety Company
Parish of Jefferson
On this 12111 day of September, 2011, before me, a Notary Public, personally appeared Michael T. Gray, President of The Gray Insurance
Company and Vice President of The Gray Casualty & Surety Company, and Mark S. Manguno, Secretary of The Gray Insurance Company
and The Gray Casualty & Surety Company, personally known to me, being duly sworn, acknowledged that they signed the above Power of
Attorney and affixed the seals of the companies as officers of, and acknowledged said instrument to be the voluntary act and deed, of their
companies.
i,t;-, ......... ~<-'',,, -:::, =--,,,,,,,,,,;
1:11,;;,,,,,,,,,,, di~::::;;;.-,-::
s' ,.. ,,,.,,'> -=-' tr M ·):} Lisa S. Mil~la!!!:r::, N:::o::ta::ry:::P::u::b;.l_ic-, Palish of Orleans
v;·.. i>uBL1c. .,~ State of Louisiana
ff?• .......... ,~,~·,/ My Commission is for Life
1111111111~1fi11~\~\~\\\\\\\\
I, Mark S . Manguno , Secretary of The Gray Insurance Company and The Gray Casualty & Surety Company, do hereby certify that the above
and forgoing is a true and correct copy of a Power of Attorney given by the companies, which is still in full force and effect.
9th August 2018
IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this day of
r'l'UP#~r~
Mark S. Manguno, Secretary
The Gray Insurance Company
The Gray Casualty & Surety Company
I
I .
ACORD® CERTIFICATE OF LIABILITY INSURANCE I
DATE (MM/D DIYY YY )
8/22/201 8
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND , EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.
If SUBROGATION IS WAIVED , subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on
this certificate does not confer rights to the certificate holder in li eu of such endorsement(s).
PRODUCER CONTACT
NAME :
Arthur J . Gallagher & Co. PHONE 408-973-9500 I FAX
Insurance Brokers of CA, In c . LIC #0726293 .lM, t:!Q Ex!)· : (A IC, No): 40 8-257-2985
E-M AIL
160 West Santa Clara Street, Suite 300 ADDRESS :
San Jose CA 95 113 INSURER (S) AFFORDING COVERAGE NA IC#
INSU RER A : Gemini In s urance Comoa n v 10 833
INSU RED GUERCON-02
INSURER B : Travelers Prooertv Cas u a lty Co o f America 256 74
Guerra Construction Group
IN SURER c: Eve r est National Insura nce Como any 10120984MemorexDrive
Santa Clara , CA 95050 IN SURER o : Ohio Casualty Insurance Company 24074
INSURER E : Hanover Insura nce Co m ~v 22292
IN SURER F:
COVERAGES CERTIFICATE NUMBER: 12411 34006 REVISION NUMBER :
THI S IS T O CERTIF Y TH A T THE POLICIES O F INSURANCE LISTED BE L OW HAVE BEEN ISS UED TO THE IN S U R ED N AM ED ABOVE FOR THE POLICY PERIOD
INDI CATED . NOTW ITHSTAND ING ANY REQU IR EMENT, TERM OR COND ITI ON O F A NY CONT RACT OR OTHE R DOCUMEN T W ITH RESPECT TO WH IC H T H IS
CERTIFI CATE MAY BE IS SU ED OR MAY P ER T A IN, THE INSURA N C E A FFORDED BY THE P OLI C IE S DESCRIBED HEREIN IS S UBJECT TO A LL THE T E RMS,
E XC LU S IONS AN D COND IT IONS OF S U C H POLICIES . LIM ITS SHOW N MAY H AVE B EEN R EDU C ED BY PA ID CLAIMS.
INSR ADDL SUBR POLIC Y EFF POLICY EXP
LTR TYPE OF INSURANCE INSD WVD POLIC Y NUMBER IMM /DD /Y YYYI IMM /DD/YYYYI LIM IT S
A X COMMERCIAL GENERAL LIABILITY y y VCG P0 23614 V 4/1/20 18 4/1/2019 ;/ EACH OCCURRENC E S 1,000 ,0 00 -:=
J CLA IMS -MADE 0 OCCUR
DAMAG c TO l<ENTEO
PREM ISES IEa occurren ce\ S 50 ,000
f--
MED EXP (Any on e person) S 5,000
PERSONA L & ADV INJ UR Y S 1,000 ,000 ~
f--
GEN 'L AGGREGATE LI MIT APPLIES PER : GENERA L AGGREGATE S 2,000 ,000Fl0PRO-O Loc PRODUCTS · COMP/OP AGG $ 2,000 ,000 \ PO LI CY JECT
OTHER : Dedu clib le S 5,000
y y BAO (19) 58 57 86 49 V 411/2018 4/1/2019 / COMl3 1NED SINGLE LI MIT S 1,000 ,000
I\
D AUTOMOBILE LIABILITY (
Ea acc id ent)
f--·-
X ANY AUTO BODILY INJURY (P er pe rson) $ c:,, --
OW NED SCHEDULED '\ BOD IL Y INJURY (Per acc iden t) s -
AUTOS ON LY -AUTOS
X HIRED X NON-OWNED PROP ERTY DAM AGE s \
AUTOS ON LY AUTOS ON LY fPer accident) -~
Comp/Co ll Dedu ctible S1.J!PD--.._ I J
B UMBR ELLA LIAB HOCC UR
ZUP-31M94662-18-NF r;(' 4/1/2018 4/1/20 19 v EA CH OCCURl~ENCE /s 3,000 .000 ~ L/ -
l S 3,000 ,000 .-) X EXC ESS LIAB CLAIMS-MADE AG GREGATE
OED I X I RETENT ION$ 1n nnn \ s /
C WORKERS COMPENSATION y 76000 174 82 181 ,/ 4/112018 4/1/2019 V X I ~?~TUTE I I OHi--
ERANDEMPLOYERS' LIABILITY YIN
ANYPROPR IETOR/PARTNER/EXECUTIVE ~
NIA
E.L. EACH ACC IDENT $ 1,000,000
OF FI CER/MEMBER EXCLUDED?
M and atory in NH) E.L. DISEASE · EA EMP LOYEE $ 1,000 ,000
1r yes, describe under
DESCR IPT ION OF OPERAT IONS below E.L. DISEASE· POLICY LI MIT , S 1,000 ,000
E Bui lders Risk IHF 0598291 00 6/13/2018 8/14/2019 Hard Cost Limit 562 ,000 ~ \ \)<
Soft Co st Limit 30 ,000
D eductib le 5,000
ESCRIPTION OF OPERATIONS/ LOCATIONS/ VE HICLE S (AC ORD 101, Additional Remark s Schedule , may be attac hed if more space is req uired)
RE : McClell a n Road between Byrn e Ave nue and San Le a ndro Avenue
v / Additi o n a l ln s ured(Where required by writte n co ntra c t as per attached forms): City of C uperti no , its s ubs idiary agencies, directors , officer s , empl oyees , age nts ,
independent co ntra ct ors and volunteers.
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF , NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS .
City of Cupertino
10300 Torre Ave .
AUTHORIZED REPRESENTATI VE
Cupertino CA 95014 fief~ iJ :t;:;::?
I
1988-2015 ACORD CORPORATION. All rights reserved .
ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD
Policy Num ,er: VCGP023614 CG 20 37 10 01
Insured Na · Guerr C-o-r1struction Group; Santa
Clara Construction & Engineering, Inc.
Number: 34 Effective Date: 04/01 /201 B
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED -OWNERS, LESSEES OR
CONTRACTORS -COMPLETED OPERATIONS
This endorsement modifies insurance provided under the following:
Commercial General Liability Coverage Part
Name of Person or Organization:
FOR NON-RESIDENTIAL AND NON-MIXED USE PROJECTS ONLY
Any person or organization when you have agreed in a written and executed contract, prior to an
occurrence", that such person or organization be added as an additional insured on your policy .
Location And Description of Completed Operations:
FOR NON-RESIDENTIAL AND NON-MIXED USE PROJECTS ONLY
All locations and completed operations for which you have agreed in a written and executed contract prior
to an "occurrence ."
Additional Premium:
Included
If no entry appears above, information required to complete this endorsement will be shown in the
Declarations as applicable to this endorsement.)
Section II -Who Is An Insured is amended to
include as an insured the person or organization
shown in the Schedu le, but only with respect to
liability arising out of "your work" at the location
designated and described in the schedule of this
endorsement performed for that insured and
Included in the "products-completed operations
hazard ".
CG20371001 © ISO Properties, Inc ., 2000 Page 1 of 1
Policy Number: VCGP023614
Insured Name :Guerra Construction Group; Santa
Clara Construction & Engineering , Inc.
Number: 36
CG20101001
Effective Date: 04/01/2018
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED -OWNERS, LESSEES OR
CONTRACTORS-SCHEDULED PERSON
OR ORGANIZATION
This endorsement modifies Insurance provided under th e following:
Commercial General Liability Coverage Part
SCHEDULE
Name Of Person(s) Or Organization(s):
FOR NON-RESIDENTIAL AND NON-MIXED USE PROJECTS ONLY. Any person or organization
when you have agreed in a written and executed contract, prior to an "occurrence", that such
person or organization be added as an additional Insured on your policy.
If no entry appears above, information required to comp lete this endorsement will be shown in the
Declarations as applicable to this endorsement.)
A . Section II -Who is An Insured is amended
to include as an insured the person or
organization shown in the Sch edule, but only
with respect to liability arising out of your
ongoing operations performed for that
insured .
8. With respect to the insurance afforded to
these additional insureds, the following
exclusion is added:
2. Exclusions
Th is insurance does not apply to "bodily
injury" or "property damage" occurring
after;
1) All work, including materials, parts or
equipment furnished in connection
with such work, on the project (other
than service, maintenance or
repairs) to be performed by or on
behalf of th e additional insured(s) at
the site of the covered operations
has been completed; or
2) Th at portion of "your work" out of
which the injury or damage arises
has been put to its intended use by
any person or organization other
than another contractor or
subcontractor engaged in performing
operations for a prin cipal as a part of
the same project.
CG20101001 © ISO Properties, Inc., 2000 Pag e 1 of 1
Policy: VCGP023614 VE 02 24 09 14
Insured Name: Guerra Construction Group; Santa Clara Construction & Engineering, Inc.
Number: 22 Effective Date: 04/01/2018
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED -OWNERS, LESSEES OR
CONTRACTORS -SCHEDULED PERSON OR
ORGANIZATION -INCLUDING COMPLETED OPERATIONS -FOR
RESIDENTIAL PROJECTS ONLY
This endorsement modifies insurance provided under the following:
Commercial General Liability Coverage Part
SCHEDULE
Name Of Additional Insured Person(s) Location(s) Of Ongoing Operations And Completed
Or OrQanization(s) Operations
Any person or organization when you have agreed in a "All locations and completed operations for which you
written and executed contract, prior to an "occurrence", have agreed in a written and exec ut ed contract prior to
that such person or organization be added as an an "occurrence."
additional insured on your policy.
A . Section II -Who Is An Insured is amended with respect to "residential projects" only to include as an
additional insured the person(s) or organizat ion(s) shown in the Schedule, but only with respect to liability for
bodily Injury", "property damage" or "personal and advertising injury" caused by :
1. Your acts or omissions, or the acts or omissions of those acting on your beh alf, in the performance of
your ongoing operations for the additional insured(s) at the location(s) designated above; or
2. "Your work" at the location(s) designated above performed for that additional in sured and in cluded in the
products-completed operations hazard",
and not otherwise excluded in the policy.
However:
1. The insurance afforded to such additional insured(s) only applies to the extent permitt ed by law; and
2. If coverage provided to the additional insured(s) is required by a contract, the insurance afforded to such
additional insured(s) will not be broader than that which you are required by the contract to provide for
such additional insured(s).
Residential project(s)" "Residential project" means any form of single family or multi-family residential
building Including, but not limited to, detached single family residences, townhomes, duplexes,
condominiums, or cooperatives, including any commercial space, and all appurtenant structures,
Improvements and common areas, but not including any apartment building where all units are or will be
rented .
VE 02 24 09 14 1 of2
8. The insurance afforded to such additional lnsured(s) does not apply to "bod ily injury", "property damage" or
personal and advertising injury" arising out of or the result of;
1. "Your work", including materials, parts or equipment furnished in connection with such work, completed
prior to the Policy Period.
Your work" will be deemed complete at the earliest of the following times:
a. When all of the work called for in your contract has been completed .
b. When all of the work to be done at the job site has been completed if your contract calls for work at
more than one job site .
c. When that part of the work done at a job site has been put to its intended use by any person or
organization other than another contractor or subcontractor working on the same project.
Work that may need service, maintenance, correction, repair or replacement, but which is otherwise
complete , will be treated as completed; or
2. The sole negligence of the additional insured(s).
C. With respect to the insurance afforded to the additional insured(s), the following Is added to Section Ill -
Limits Of Insurance:
If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on
behalf of the additional insured is the amount of insurance:
1. Required by the contract or agreement; or
2. Available under the applicable Limits of Insurance shown in the Declarations;
whichever is less .
This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations.
VE 02 24 09 14 2 of2
Policy: VCGP023614 CG 20 01 04 13
Insured Name: Guerra Construction Group; Santa Clara Construction & Engineering, Inc,
Number: 14 Effective Date: 04/01/2018
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
PRIMARY AND NONCONTRIBUTORY -
OTHER INSURANCE CONDITION
This endorsement modifies insmance provided under the following:
Commercial General Liability Coverage Part
The following is added to the Other Insurance Condition and supersedes any provision to the contrary :
Primary And Noncontributory Insurance
This insurance is primaty to and will not seek contribution from any other insurance available to an additional insured
under your policy provided that:
1) The additional insured is a Named Insured under such other insurance; and
2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not
seek contribution from any other insurance available to the additional insured.
CG 20 0 I 04 13 I of I
Policy Number: VCGP023614
Insured Name: Guerra Construction Group; Santa
Clara Construction & Engineering, Inc.
Number: 35
CG 24 04 05 09
Effective Date: 04/01/2018
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
WAIVER OF TRANSER OF RIGHTS OF RECOVERY
AGAINST OTHERS TO US
This endorsement modifies insurance provided under the following:
Commercial General Liability Coverage Part
SCHEDULE
Name Of Person Or Organization:
Any person or organization you have agreed in a written and executed contract, prior to an "occurrence",
that you would provide such person or organization a waiver of transfer of rights of recovery against
others to us on your policy .
Information required to complete this Schedule, if not shown above, will be shown In the D eclarations.
The following Is added to Paragraph 8. Transfer
Of Rights Of Recovery Against Others To Us of
Section IV -Conditions:
We waive any right of recovery we may have
against the person or organization shown in the
Schedule above because of payments we make for
injury or damage arising out of your ongoing
operations or "your work" done under a contract
with that person or organization and included in the
products-completed operations hazard". This
waiver applies only to the person or organization
shown in the Schedule above .
CG 24 04 05 09 © Insurance Services Office, Inc ., 2008 Page 1 of 1
N
If)
0
0
0
0
0
POLICY NUMBER, f:H9 4662-18-NF 1
THIS ,~ORSEMENL' THE POLICY. PLEASE
UMBREL LA
ISSUE D A TE : 04/12/18
u
u
READ IT CAREFULLY .
SCHED0tE OF UNDERLYING INSURANCE
This endorsement modifies insurance pro vi ded under the following:
8 EXCESS FOLLOW-FORM AND UMBRELLA LIABILITY INSURANCE
1-
ommercial General Liability
J~/carrier: GEMINI INSURANCE COMPANY
0
0
E
N
to
to
OJ
E
Policy
Number:
AS PER SCHEDULE ON FILE WITH
THE COMPANY
Policy Period
From: 04/01/2018
to: 04/01/2019
N
t::}utomobile Liability
to Carrier: TRAVELERS (ISSUING COM.PANY
Limits Of Liability
General Aggregate
Products-Comp Ie ted
Op erations Aggregate
Pers ona l and
Advertising Injury
Each O ccurrence
Limits Of Liability
2,000, 000'
0
2,000,000
1,000,000
1,000,000
TBD) Bod ily Injury And Pr operty Dam age
Combined Single Li mit $1,000,000
a=
Polic y
Number:
AS PER SCHEDULE ON FILE WITH
THE COMPANY
Polic y Period
From : 04/01/2018
to: 04/01/2019
Employers Liability
Carrier
Policy
Number:
TRAVELERS (ISSUING COM.PANY
TBD)
AS PER SCHEDULE ON FILE WI TH
THE COMPANY
Policy Period
From : 04/01/2018
to: 04/01/2019
2,000,000 PER PROJECT CAPPED AT $5,000,000
Bodily Injury Each
Person
Bodily Inj ury Each
Accide n t
Property Damage
Ac c ident
Limit s Of Liability
Each
B odily Injur y By Accident
Eac h Accident
Bodil y Injury B y
Polic y Limit
Each Employee
Dis ease
UNLIM.I TED IN THE STATE OF NEW YORK FOR SUBJECT EMPLOYEES
1,000, 000''"°'
1,000, 000''"°'
1, 000, 000''"°'
PRODUCER: ARTHUR J GALLAGHER & CO OFFICE : SAN FR ANCISCO, CA
EU 00 03 07 16 © 20 16 The Travelers Indemnity Compan y. All rights rese rve d. Pa ge 1 of 1
POLICY NUMBER: 9) 58 57 86 49E---\ COMMERCIAL AUTO
CA 88 10 01 13
THIS 0RSE ENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
BUSINESS AUTO COVERAGE ENHANCEMENT ENDORSEMENT
This endorsement modifies insurance provided under the following:
BUSINESS AUTO COVERAGE FORM
With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified
by the endorsement.
COVERAGE INDEX
SUBJECT
ADDITIONAL INSURED BY CONTRACT, AGREEMENT OR PERMIT
ACCIDENTAL AIRBAG DEPLOYMENT
AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS
AMENDED FELLOW EMPLOYEE EXCLUSION
AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE
BROAD FORM INSURED
BODILY INJURY REDEFINED
EMPLOYEES AS INSUREDS (including employee hired auto)
EXTENDED CANCELLATION COND ITIO N
EXTRA EXPENSE -BROADENED COVERAGE
GLASS REPAIR-WAIVER OF DEDUCTIBLE
HIRED AUTO PHYSICAL DAMAGE (including employee hired auto and loss of use)
HIRED AUTO COVERAGE TERRITORY
LOAN / LEASE GAP
PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE)
PERSONALEFFECTSCOVERAGE
PHYSICAL DAMAGE -ADDITIONAL TRANSPORTATION EXPENSE COVERAGE
RENTAL REIMBURSEMENT
SUPPLEMENTARY PAYMENTS
TOWING AND LABOR
TWO OR MORE DEDUCTIBLES
UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS
WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US
SECTION II -LIABILITY COVERAGE is amended as follows:
1. BROAD FORM INSURED
PROVISION NUMBER
3
12
19
5
13
1
22
2
23
10
15
6
20
14
16
11
8
9
4
7
17
18
20
SECTION II -LIABILITY COVERAGE, paragraph A.1. -WHO IS AN INSURED is amended to include
the following as an insured:
d. Any legally incorporated entity of which you own more than 50 percent of the voting stock
during the policy period. However, "insured" does not include any organization that:
1) Is a partnership or joint venture; or
2) Is an insured under any other automobile policy; or
3) Has exhausted its Limit of Insurance under any other automobile policy.
Paragraph d. (2) of this provision does not apply to a policy written to apply specifically in
excess of this policy.
e. Any organization you newly acquire or form, other than a partnership or joint venture, of which
you own more than 50 percent of the voting stock. This automatic coverage is afforded on ly for
180 days from the date of acquisition or formation . However, coverage under this provision
does not apply:
1) If there is similar insurance or a self-insured retention plan available to that organization;
2013 Liberty Mutual Insurance
CA 88 10 01 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 7
2) If the Limits of Insurance of any other insurance policy have been exhausted; or
3) To "bodily injury" or "property damage" that occurred before you acquired or formed the
organization.
2. EMPLOYEES AS INSUREDS
SECTION II -LIABILITY COVERAGE, paragraph A.1. -WHO IS AN INSURED is ame nded to includ e
the following as an insured :
f. Any "employee" of yours while using a covered "auto" you do not own, hir e or borrow, but
only for acts within the scope of their employment by you. Insurance provided by this endorse-
ment is excess ov e r any other insurance available to any "employee".
g. An "employ ee" of yours while operating an "auto" hired or borrowed under a written contract
or agreement in that "employee's " name, wit h your permission , w hil e performing duties re-
lated to the co nduct of your business and within the scope of their employment. Insurance
provided by this endorsement is excess over any other insurance available to the "employee".
3. ADDITIONAL INSURED BY CONTRACT, AGREEMENT OR PERMIT
SECTION II -LIABILITY COVERAGE, paragraph A.1. -WHO IS AN INSURED is amended to include
the following as an insured :
h. Any person or organization with respect to the operation, maintenance or use of a covered
auto", provided that you and such person or organization hav e agreed in a w ritten contract,
agreement, or permit issued to you by gov ernmental or public authority , to add such person , or
organization, or governmental or public authority to this policy as an "insured".
However, such person or organization is an "insured":
1) Only with respect to the operation, maintenance or use of a cove red "auto";
2) Only for "bodily injury" or "property damage" caused by an "accident" which takes
place after you executed the written contract or agreement, or the permit has been
issued to you; and
3) Onl y for the duration of that contract, agreement or permit
4. SUPPLEMENTARY PAYMENTS
SECTION II -LIABILITY COVERAGE , Coverage Extensions, 2 .a. Suppl e mentary Pa y ments , para-
graphs (2) and (4) are replaced by the following:
2) Up to $3,000 for cost of bail bonds (including bonds for related traffic violations ) required
because of an "accident" we cover. We do not have to furnish these bonds .
4) All reasonable expenses incurred by the insured at our request, including actual loss of earn-
ings up to $500 a day because of time off from work.
5. AMENDED FELLOW EMPLOYEE EXCLUSION
In those jurisdictions where, by law, fellow employees are not entitled to the protection afforded to
the employe r by the workers compensation exc lusivity rule , or similar prot ec tion , the following
provision is added:
SECTION II -LIABILITY, exclusion 8.5. FELLOW EMPLOYEE does not apply if the "bodily injury"
results from the use of a covered "auto" you own or hire.
SECTION Ill -PHYSICAL DAMAGE COVERAGE is amended as follows:
6. HIRED AUTO PHYSICAL DAMAGE
Paragraph A.4. Coverage Extensions of SECTION Ill -PHYSICAL DAMAGE COVERAGE , is amended
by adding the following:
If hired "autos" are covere d "autos" for Liability Coverage, and if Comprehensive, Specified
Causes of Loss or Collision coverage are provided under the Business Auto Coverage Form for any
auto " you own, th e n the Physical Damage coverages provided are extended to "autos":
a. You hire , rent or borrow; or
2013 Liberty Mutual Insurance
CA 88 10 01 13 Includ es copy righted material of In s urance Services Office, Inc., with its permission. Page 2 of 7
b. Your "employee" hires or rents under a written contract or agreement in that "employee 's"
name , but only if the damage occurs while the vehicle is being used in th e conduct of your
business,
subject to the following limit and deductible:
A. The most we will pay for "loss" in any one "accident" or "loss" is the smallest of:
1) $50,000; or
2) The actual cash value of the damaged or stolen property as of the time of the "loss"; or
3) The cost of repairing or replacing the damaged or stolen property with other property of
like kind and quality, minus a deductible .
B. The deductible will be equal to the largest deductible applicable to any owned "auto" for that
coverage.
C. Subject to the limit, deductible and excess provisions described in this provision, we will
provide coverage equal to the broadest coverage applicable to any covered "auto" you own .
D. Subject to a maximum of $1,000 per "accident", we will also cover the actual loss of use of the
hired "auto" if it results from an "accident", you are legally liable and th e lessor in c urs an
actual financial loss .
E. This coverage extension does not apply to:
1) Any "auto" that is hired, rented or borrowed with a driver; or
2) Any "auto" that is hired, rented or borrowed from your "employee".
For the purposes of this provision , SECTION V -DEFINITIONS is amended by adding the following:
Total loss" means a "loss" in which the cost of repairs plus the salvage value exceeds the actual
cash value.
7. TOWING AND LABOR
SECTION Ill -PHYSICAL DAMAGE COVERAGE, paragraph A .2. Towing , is amended by the addition
of the following:
We will pay towing and labor costs incurred, up to the limits shown below, each time a covered
auto" classified and rated as a private passenger type, "light truck" or "medium truck" is dis-
abled:
a. For private passenger type vehicles, we will pay up to $50 per disablement .
b. For "light trucks", we will pay up to $50 per disablement. "Light trucks" are trucks that have a
gross vehicle weight (GVW) of 10,000 pounds or less .
c. For "medium trucks" , we will pay up to $150 per disablement. "Medium trucks" are trucks that
have a gross vehicle weight (GVW) of 10,001 -20,000 pounds.
However , the labor must be performed at the place of disablement.
8. PHYSICAL DAMAGE -ADDITIONAL TRANSPORTATION EXPENSE COVERAGE
Paragraph A.4.a., Coverage Extension of SECTION Ill -PHYSICAL DAMAGE COVERAGE, is amend-
ed to provide a limit of $50 per day and a maximum limit of $1,500
2013 Lib erty Mutual Insurance
CA 88 10 01 13 Includes copyrighted material of Insurance Services Office, Inc ., with its permission. Page 3 of 7
9. RENTAL REIMBURSEMENT
SECTION Ill -PHYSICAL DAMAGE COVERAGE, A. COVERAGE, is amended by adding the following:
a. We will pay up to $75 per day for rental reimbursement expenses incurred by you for the rental
of an "auto" because of "accident" or "loss", to an "auto" for which we also pay a "loss"
under Comprehensive, Specified Causes of Loss or Collision Coverages. We will pay only for
those expenses incurred after the first 24 hours following th e "accident" or "loss" to th e
covered "auto."
b. Rental Reimbursement will be bas ed on the rental of a comparable vehicle, which in many
cases may be substantially less than $75 per day, and will only be allowed for the period of
time it should take to repair or replace the vehicle with reasonable speed and similar quality , up
to a ma ximum of 30 days.
c. We will also pa y up to $500 for reasonable and nece ssary expenses incurre d by you to remove
and repla ce your tools and equipment from the covered "auto".
d. This coverage does not apply unless you have a business necessity that other "autos" avail-
able for your use and operation cannot fill.
e. If "loss" results from the total theft of a covered "auto" of the private passenger type , we will
pay under this coverage only that amount of your ren tal reimbursement expe ns es which is not
already provided under Paragraph 4. Coverage Exte nsion .
f. No deductible applies to this coverage.
For the purposes of this endorsement provision, materials and equipment do not include "personal
effects" as defined in provision 11.
10. EXTRA EXPENSE -BROADENED COVERAGE
Under SECTION Ill -PHYSICAL DAMAGE COVERAGE, A. COVERAGE, we will pay for the expense of
returning a stolen covered "auto" to you. The maximum amount we will pay is $1,000.
11. PERSONAL EFFECTS COVERAGE
A. SECTION Ill -PHYSICAL DAMAGE COVERAGE, A. COVERAGE , is amended by adding the
following:
If you have purchased Comprehensive Coverage on this policy for an "auto" you own and that
auto" is stolen, we will pay, without application of a deductible, up to $600 for "personal
effects" stolen with the "auto."
The insurance provided under this provision is excess over any other collectible insurance.
B. SECTION V -DEFINITIONS is amended by adding the following:
For the purposes of this provision, "personal effects" mean tangible property that is worn or
carried by an insured." "Personal effects" does not include tools , equipment, jewelry, money
or securities.
12. ACCIDENTAL AIRBAG DEPLOYMENT
SECTION Ill -PHYSICAL DAMAGE COVERAGE , B. EXCLUSIONS is amended by adding the follow-
ing:
If you have purchased Comprehensive or Collision Coverage under this policy, the exclusion for
loss" relating to mechanical breakdown does not apply to the accidental discharge of an airbag.
Any insurance we provide shall be excess over any other collectible insurance or reimbursement by
manufacturer's warranty. However, we agree to pay any deductible applicable to the other cov-
erage or warranty.
13 . AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE
SECTION 111 -PHYSICAL DAMAGE COVERAGE, B. EXCLUSIONS, exception paragraph a. to exclu-
sions 4.c. and 4.d. is deleted and replaced with the following :
2013 Liberty Mutual Insurance
CA 88 10 01 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 4 of 7
Exclu sio n 4.c. and 4.d. do not apply to:
a. Electronic equipment that receives or transmits audio, visual or data sig na ls , whethe r or not
designed solely for the reproduction of sound, if the equipment is permanently installed in the
covered "auto" at the time of the "loss" and such equipment is designed to be solely operated
by use of the power from the "auto's" electrical system, in or upon the cove red "auto" and
physical damage coverages are provided for the covered "auto"; or
If the "loss" occurs solely to audio, visua l or data electronic equipment or accessories used with
this equipment, then our obligation to pay for, repai r, return or replac e damaged or stolen property
will be reduc ed by a $100 deductibl e .
14. LOAN/ LEASE GAP COVERAGE
A. Paragraph C., LIMIT OF INSURANCE of SECTION Ill -PHYSICAL DAMAGE COVERAGE is
amended by adding the following:
The most we will pay for a "total loss" to a covered "auto" owned by or leased to you in any
one "accident" is the greater of the:
1. Balance due under the terms of the loan or lease to which the damaged covered "auto" is
subject at the time of the "loss" less the amount of:
a. Overdue payments and financial penalties associated with th ose payments as of th e
date of the "loss",
b. Financial penalties imposed und e r a lease due to high mileage, excess iv e use or ab-
normal wear and tear,
c. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability
Insurance purchased with the loan or lease,
d . Transfer or rollover balances from previous loans or leases,
e. Final payment due under a "Balloon Loan",
f. The dollar amount of any unrep ai red damage which occurred prior to the "total loss"
of a covered "auto",
g . Security deposits not refunded by a lesso r,
h. All refunds payable or paid to you as a result of the early term ination of a lease
agreement or as a result of the early termination of any warranty or ex tended service
agreement on a covered "auto",
i. Any amount representing taxes,
j . Loan or lease termination fees; or
2. Th e actual cash value of the damage or stolen property as of the time of the "loss".
An adjustment for depreciation and physical condition will be made in determining the actual
cash value at the time of the "loss". This adjustment is not applicable in Texas.
B. ADDITIONAL CONDITIONS
This coverage appli es only to the original loan for w hich the covered "auto" th at incurred the
loss serves as collateral, or lease written on th e covered "auto" that incurred the loss .
C. SECTION V -DEFINTIONS is changed by adding the following:
As us ed in this endorsement provision, the following definitions apply:
Total loss" means a "loss" in which the cost of repairs plus the sa lv age value exceeds the
actual cash value.
A "balloon loan" is one with periodic payments that are insuffici en t to repay the balance over
the term of the loan, thereby requiring a larg e final payment.
2013 Lib erty Mutual In su rance
CA 88 10 01 13 Include s copyrighted material of In surance Services Office, Inc., with its perm iss ion. Page 5 of 7
15. GLASS REPAIR-WAIVER OF DEDUCTIBLE
Paragraph D. Deductible of SECTION Ill -PHYSICAL DAMAGE COVERAGE is amended by the
addition of the following:
No deductible applies to glass damage if the glass is repaired rather than rep laced.
16. PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE)
Paragraph D. Deductible of SECTION Ill -PHYSICAL DAMAGE COVERAGE is amended by the
addition of the following:
The deductible does not apply to "loss" caused by co llision to such covered "auto" of the private
passenger type or light weight tru ck with a gross vehicle weight of 10,000 lbs. or less as defined by
the manufacturer as maximum loaded weight the "auto" is designed to carry while it is :
a. In the charge of an "insured";
b. Legally parked ; and
c. Unoccupied .
The "loss" must be reported to the police authorities within 24 hours of known damage.
The total amount of the damage to the covered "auto" must exceed the deductible shown in the
Declarations.
This provision does not apply to any "loss" if the covered "auto" is in the charge of any person or
organization engaged in the automobile business.
17. TWO OR MORE DEDUCTIBLES
Under SECTION Ill PHYSICAL DAMAGE COVERAGE , if two or more company policies or coverage
forms apply to the same accident, the following applies to paragraph D. Deductible :
a. If the applicable Business Auto deductible is the smaller (or smallest) deductible it will be
waived; or
b. If the applicable Business Auto deductible is not the smaller (or smallest) deductible it will be
reduced by the amount of the smaller (or smallest) deductible; or
c. If the loss involves two or more Business Auto coverage forms or policies the smaller (or
smallest) deductible will be waived.
For the purpose of this endorsement company means any company that is part of the Liberty
Mutual Group.
SECTION IV -BUSINESS AUTO CONDITIONS is amended as follows:
18. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS
SECTION IV-BUSINESS AUTO CONDITIONS, Paragraph 8.2 .. is amended by adding the following:
If you unintentionally fail to disclose any hazards , exposures or material facts existing as of the
inception date or renewal date of the Business Auto Coverage Form, the coverage afforded by this
policy will not be prejudiced .
However , yo u must report the undisclosed hazard of exposure as soon as practicable after its
discovery , and we have the right to collect additional premium for any such hazard or exposure.
19. AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT, OR LOSS
SECTION IV -BUSINESS AUTO CONDITIONS, paragraph A.2.a. is repla ce d in its entirety by the
following :
a. In the event of "accident", claim, "suit" or "loss", you must promptly notify us when it is
known to :
1. You, if you are an individual;
2. A partner, if you are a partnership;
3 . Member, if you are a limited liability company;
4. An executive officer or the "employee" desig nated by the Nam ed Insured to give such
notice, if you are a corporation.
2013 Liberty Mutual Insurance
CA 88 10 01 13 Includ es copyrighted material of Insuran ce Services Office, In c., with its permission. Page 6 of 7
To the extent possible, notice to us should include:
1) How, when and where the "accident" or "loss" took place;
2) The "insureds" name and address; and
3) The names and addresses of any injured persons and witnesses.
20. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US
SECTION IV -BUSINESS AUTO CONDITIONS, paragraph A.5 ., Transfer of Rights of Recovery
Against Others to Us, is amended by the addition of the following:
If the person or organization has waived those rights before an "accident" or "loss", our rights are
waived also .
21. HIRED AUTO COVERAGE TERRITORY
SECTION IV -BUSINESS AUTO CONDITIONS, paragraph 8.7., Policy Period, Coverage Territory , is
amended by the addition of the following :
f. For "autos" hired 30 days or less, the coverage territory is anywhere in the world, provided that
the insured 's responsibility to pay for damages is determined in a "suit", on the merits, in the
United States, the territories and possessions of the United States of America , Puerto Rico or
Canada or in a settlement we agree to .
This exte nsion of coverage does not apply to an "auto" hired , leased, rented or borrowed with
a driver.
SECTION V -DEFINITIONS is amended as follows:
22. BODILY INJURY REDEFINED
Under SECTION V -DEFINTIONS , definition C. is rep laced by the following:
Bodily injury" means physical injury, sickness or disease sustained by a person, including mental
anguish, mental injury , shock, fright or death resulting from any of these at any time.
COMMMON POLICY CONDITIONS
23. EXTENDED CANCELLATION CONDITION
COMMON POLICY CONDITIONS, paragraph A. -CANCELLATION condition applies except as fol-
lows:
If we cancel for any reason other than nonpayment of premium, we will mail to the first Named
Insured written notice of cancellation at least 60 days before the effective date of ca ncellation . Thi s
provision does not apply in those states which require more than 60 days prior notice of cancella-
tion .
2013 Liberty Mutual Insuran ce
CA 88 10 01 13 Includes copyrighted material of In surance Services Office, Inc., with its permission . Page 7 of 7
WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 04 03 06
WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT -
CALIFORNIA
We have the right to recover our payments from anyone liabl e for an injury covered by this poli cy. We will not
enforce our right against the person or organization named in the Schedule. (This agreement applies only to the
extent that you perform work under a written contract that requires you to obtain this agreement from us .)
You must maintain payroll records accurately segregating the remuneration of your employees while enga ged in
the work described in the Schedule.
The additional premium for this endorsement shall be 2% of the California workers' compensation premium
otherwise due on such remuneration .
SCHEDULE
PERSON OR ORGANIZATION
ANY PERSON OR ORGANIZATION FOR WHOM THE
NAMED INSURED HAS AGREED BY WRITTEN
CONTRACT TO FURNISH THIS W AIYER
JOB DESCRIPTION
BLANKET WAIVER OF SUBROGATION
This endorsement changes the policy to which it is attached and is effective on the elate issued unless otherwi se stated .
The information below is required only when this endorsement is issued subsequent to preparation of the policy.)
Endorsement Effective: 04/01/2018
Insured: Guerra Construction Group
Insurance Company: Everest National Insurance Company
Endorsement No . 001
Premium$ INCL.
Countersigned By:----------------------------
1998 by the Workers' Compensation Insurance Rating Bureau of California. All rights reserved.
From the WCIRB's California Workers' Compensation Insurance Forms Manual -1999.
4
McClellan Rd Sidewalk Improvements-Phase 2 INSTRUCTIONS TO BIDDERS
2015-19 Page 4
Notice Inviting Bids
1. Bid Acceptance. The City of Cupertino (“City”) will accept sealed bids for its McClellan
Road Sidewalk Improvements-Phase 2 Project (“Project”), by or before July 17, 2018, at
2:00 p.m., at the City Clerk’s Office, located at 10300 Torre Avenue, Cupertino, California,
95014 at which time the bids will be publicly opened in the City Hall lobby and read aloud.
The City may, acting in its sole discretion, reject any and all bids, and may waive any
immaterial deviation from the bid requirements to the full extent permitted by law.
2. Project Information.
2.1 Location and Description. The Project location is McClellan Road between Byrne
Avenue and San Leandro Avenue in the city of Cupertino, and is described as follows:
Addition of sidewalk, curb, and gutter where gaps currently exist as well as drainage
improvements and planting strips where possible.
2.2 Time for Completion. The planned timeframe for commencement and completion of
construction of the Project is: 75 calendar days.
2.3 Estimated Cost. The estimated construction cost is $500,000.00.
3. License and Registration Requirements.
3.1 License. This Project requires a valid California contractor’s license for the following
classification(s): Class A, General Engineering.
3.2 DIR Registration. City may not accept a Bid Proposal from or enter into the Contract
with a bidder, without proof that the bidder is registered with the California Department of
Industrial Relations (“DIR”) to perform public work under Labor Code section 1725.5,
subject to limited legal exceptions.
4. Contract Documents. The plans, specifications, bid forms and contract documents for the
Project, and any addenda thereto (“Contract Documents”) are available in electronic form
only, and may be downloaded from City’s website under “Open Bids” at:
http://www.cupertino.org/i-want-to/bid-on/open-bids and may also be available from a local
or regional plan room or trade journal.
5. Bid Security. The Bid Proposal must be accompanied by bid security of ten percent of the
maximum bid amount, in the form of a cashier’s or certified check made payable to City, or
a bid bond executed by a surety licensed to do business in the State of California on the
Bid Bond form included with the Contract Documents. The bid security must guarantee that
within ten days after City issues the Notice of Award, the successful bidder will execute the
Contract and submit the payment and performance bonds and insurance certificates and
McClellan Rd Sidewalk Improvements-Phase 2 INSTRUCTIONS TO BIDDERS
2015-19 Page 6
Instructions to Bidders
Each Bid Proposal submitted to the City of Cupertino (“City”) for its McClellan Road Sidewalk
Improvements-Phase 2 Project (“Project”) must be submitted in accordance with the following
instructions and requirements:
1. Bid Submission.
1.1 General. The Contract for the Project will be awarded, if at all, to the lowest
responsible bidder, as determined by City. Each Bid Proposal must be signed, sealed and
submitted to City, using the form provided in the Contract Documents, by or before the date
and time set forth in the Notice Inviting Bids, or as amended by subsequent addendum.
Faxed or emailed Bid Proposals will not be accepted, unless otherwise specified. Late
submissions will be returned unopened. City reserves the right to postpone the date and
time for receiving or opening bids. Each bidder is solely responsible for all of its costs to
prepare and submit its bid and by submitting a bid waives any right to recover those costs
from City. The bid price(s) must include all costs to perform the Work as specified, including
all labor, material, supplies, and equipment and all other direct or indirect costs such as
applicable taxes, insurance and overhead.
1.2 Bid Envelope. The envelope containing the sealed Bid Proposal and all required
forms and attachments must be clearly labeled and addressed as follows:
BID PROPOSAL:
McClellan Road Sidewalk Improvements-Phase 2 Project
Project No. 2015-19
City Clerk’s Office
Cupertino City Hall
10300 Torre Avenue
Cupertino, CA 95014
Attn: Ms. Grace Schmidt
The envelope must also be clearly labeled, as follows, with the bidder’s name, address for
bidding on public works contracts (Labor Code sections 1725.5 and 1771.1):
Contractor company name]
street address]
city, state, zip code]
1.3 DIR Registration. City will not accept a Bid Proposal from or enter into the Contract
with a bidder without proof that the bidder is registered with the DIR to perform public work
under Labor Code section 1725.5, subject to limited legal exceptions. If City is unable to
confirm that the bidder’s DIR registration is current at the time of bidding, City must
disqualify the bidder and return its bid.. (Labor Code section 1725.5.)
2. Bid Proposal Form and Enclosures. Each Bid Proposal must be completed in ink using
the Bid Proposal form included in the Contract Documents. The Bid Proposal form must be
fully completed without interlineations, alterations, or erasures. Any necessary corrections
must be clear and legible, and must be initialed by the bidder’s authorized representative. A
Bid Proposal submitted with exceptions or terms such as “negotiable,” “will negotiate,” or
similar, will be considered nonresponsive. Each Bid Proposal must be accompanied by bid
security, as set forth in Section 4 below, and by a completed Bid Schedule, Subcontractor
List, and Non-Collusion Declaration using the forms included in the Project manual as
directed.
McClellan Rd Sidewalk Improvements-Phase 2 INSTRUCTIONS TO BIDDERS
2015-19 Page 7
3. Authorization and Execution. Each Bid Proposal must be signed by the bidder’s
authorized representative. A Bid Proposal submitted by a partnership must be signed in
the partnership name by a general partner with authority to bind the partnership. A Bid
Proposal submitted by a corporation must be signed with the legal name of the corporation,
followed by the signature and title of two officers of the corporation with full authority to bind
the corporation to the terms of the Bid Proposal, under California Corporation Code section
313.
4. Bid Security. Each Bid Proposal must be accompanied by bid security of ten percent of
the maximum bid amount, in the form of a cashier’s check, certified check, or bid bond
using the form included in the Contract Documents and executed by a surety licensed to do
business in the State of California, made payable to City. The bid security must guarantee
that, within ten days after issuance of the Notice of Award, the bidder will: execute and
submit the enclosed Contract for the bid price; submit payment and performance bonds for
100% of the maximum Contract Price; and submit the insurance certificates and
endorsements and any other submittals, if any, required by the Contract Documents or the
Notice of Award.
5. Bid Schedule. Each bidder must complete the Bid Schedule form with unit prices as
indicated, and submit the completed Bid Schedule with its Bid Proposal.
5.1 Incorrect Totals. In the event a computational error for any bid item (base bid or
alternate) results in an incorrect extended total for that item, the submitted base bid or bid
alternate total will be adjusted to reflect the corrected amount (as the product of the
estimated quantity and the unit cost), unless the cumulative amount of correction changes
the total amount of the base bid or bid alternate. In the event of a discrepancy between the
actual total of the itemized or unit prices shown on the Bid Schedule for the base bid, and
the amount entered as the base bid on the Bid Proposal form, the actual total of the
itemized or unit prices shown on the Bid Schedule for the base bid will be deemed the base
bid price. Likewise, in the event of a discrepancy between the actual total of the itemized or
unit prices shown on the Bid Schedule for any bid alternate, and the amount entered for the
alternate on the Bid Proposal form, the actual total of the itemized prices shown on the Bid
Schedule for that alternate will be deemed the alternate price. Nothing in this provision is
intended to prevent a bidder from requesting to withdraw its bid for material error under
Public Contract Code section 5100 et seq.
5.2 Estimated Quantities. The quantities shown on the Bid Schedule are estimated and
the actual quantities required to perform the Work may be greater or less than the
estimated amount. The Contract Price will be adjusted to reflect the actual quantities
required for the Work based on the itemized or unit prices provided in the Bid Schedule,
with no allowance for anticipated profit for quantities that are deleted or decreased, and no
increase in the unit price.
6. Subcontractor Work Limits. The prime contractor must perform at least the percentage
of the Work on the Project specified in the Notice Inviting Bids, which is calculated as a
percentage of the base bid price, with its own forces, except for any Work identified as
Specialty Work” in the Bid Schedule. The total bid amount for any such Specialty Work, as
shown on the Bid Schedule, may be deducted from the base bid price before computing the
percentage the contractor must self-performance. The remaining Work may be performed
by qualified Subcontractor(s).
7. Bidder’s Questionnaire. A completed, signed Bidder’s Questionnaire using the form
provided with the Contract Documents and including all required attachments must be
submitted within 2 working days following a request by City. A bid submitted by a bidder
McClellan Rd Sidewalk Improvements-Phase 2 INSTRUCTIONS TO BIDDERS
2015-19 Page 8
that does not fully comply with this requirement may be rejected as nonresponsive. A
bidder who submits a Bidder’s Questionnaire which is subsequently determined to contain
false or misleading information, or material omissions, may be disqualified as non-
responsible.
8. Pre-Bid Investigation
8.1 General. Each bidder is solely responsible at its sole expense for diligent and
thorough review of the Contract Documents and documents provided “For Reference Only,”
which may include geotechnical reports, as-built or record drawings, utility diagrams, or
other such information. Each bidder is also responsible for appropriate examination of the
Project site, and reasonable and prudent inquiry concerning known and potential site and
area conditions prior to submitting a Bid Proposal. Each bidder is responsible for
knowledge of conditions and requirements which reasonable review and investigation
would have disclosed. However, except for any areas that are open to the public at large,
bidders may not enter City’s property or the Project site without prior written authorization
from City, and subject to the site investigation requirements set forth below. Bidders are
responsible for reporting any errors or omissions in the Contract Documents to City prior to
submitting a Bid Proposal, subject to the limitations of Public Contract Code section 1104.
8.2 Project Site. Soil and soil test data, water table elevations, and soil analyses for test
holes, if any, may be available for inspection at the City’s offices or as otherwise specified
in the Contract Documents. Any subsurface exploration at the Project site must be done at
the bidder’s expense, but only with prior written authorization from City, and as further
specified below in subsection 8.4. All soil data and analyses available for inspection or
provided in the Contract Documents or in documents provided “For Reference Only,” apply
only to the test hole locations. Any water table elevation indicated by a soil test report
existed on the date the test hole was drilled. The bidder is responsible for determining and
allowing for any differing soil or water table conditions during construction. Because
groundwater levels may fluctuate, difference(s) in elevation between ground water shown in
soil boring logs and ground water actually encountered during Project construction will not
be considered changed Project site conditions. Actual locations and depths must be
determined by bidder’s field investigation. The bidder may request access to underlying or
background information on the Project site in City’s possession that is necessary for the
bidder to form its own conclusions, including, if available, record drawings or other
documents indicating the location of subsurface lines, utilities, or other structures. City
expressly disclaims responsibility for assumptions a bidder might draw from the presence
or absence of information provided by City. City does not warrant the accuracy of any
representation of visible, above-ground conditions that may be independently investigated
and verified by the bidder. The City disclaims responsibility for the accuracy of information
regarding subsurface conditions that has been provided to City by others, such as utility
owners.
8.3 Utilities. The Project must be completed in a manner that satisfies the standards
and requirements of the affected utility companies or agencies (collectively, “utility
owners”). The successful bidder may be required by the utility owners to provide detailed
plans prepared by a California registered civil engineer showing the necessary temporary
support of the utilities during coordinated construction work. Bidders are directed to contact
the utility owners about their requirements before submitting a Bid Proposal.
8.4 Site Investigation Requirements. Potential bidders will be required to execute an
agreement to indemnify City and hold it harmless against any liability arising from site
investigation, testing or inspection using City’s form Indemnity Agreement (Site Inspection)
included with the Project Forms provided with the Contract Documents. The prospective
bidder must ensure that any such site investigation is conducted in a manner to avoid
McClellan Rd Sidewalk Improvements-Phase 2 INSTRUCTIONS TO BIDDERS
2015-19 Page 9
endangering persons or damaging property, and must promptly and fully restore the site to
its pre-investigation condition, including filling in holes and cleaning up. City reserves the
right to impose additional conditions to site access or investigation in order to protect
persons or property, including, but not limited to limitations on machinery used during the
site investigation.
9. Bidders Interested in More Than One Bid. No person, firm, or corporation may submit or
be a party to more than one Bid Proposal unless alternate bids are specifically called for.
However, a person, firm, or corporation that has submitted a subcontract proposal or quote
to a bidder may submit subcontract proposals or quotes to other bidders, and may also
submit a Bid Proposal as a prime contractor.
10. Requests for Information. Questions or requests for clarifications regarding the Project,
the bid procedures, or any of the Contract Documents must be submitted in writing to John
Raaymakers, Public Works Project Manager, at johnr@cupertino.org. Oral responses are
not authorized and are not binding on the City. Bidders should submit any such written
inquiries at least five working days before the scheduled bid opening. Questions received
any later might not be addressed before the bid deadline. An interpretation or clarification
by City in response to a written inquiry will be issued in an addendum.
11. Addenda and Plan Holder’s List. Any addenda issued prior to the bid opening are part of
the Contract Documents. Subject to the limitations of Public Contract Code section 4104.5,
City reserves the right to issue addenda prior to bid time. Addenda will be posted
electronically on the City’s website at: http://www.cupertino.org/i-want-to/bid-on/open-bids.
Notifications will also be transmitted to known plan holders. To be included on the plan
holder’s list for this Project, email the following information to
capitalprojects@cupertino.org: bidder’s name, address, phone number and email address,
with the Project title included in the subject bar. Each bidder is responsible for ensuring it
has received and reviewed all addenda prior to submitting its bid. All bidders, including
bidders on the plan holder’s list, should regularly check City’s website for any addenda or
updates on the Project.
12. Pre-Bid Substitution Requests. Any specification designating a material, product, thing,
or service by specific brand or trade name, followed by the words “or equal,” is intended
only to indicate quality and type of item desired, and bidders may request use of any equal
material, product, thing, or service. A pre-bid request for substitution must be submitted no
later than ten working days before the scheduled bid opening, using the City’s Substitution
Request Form. All data substantiating the proposed substitute as an equal item must be
submitted with the written request for substitution, and all such requests are subject to the
requirements and limitations applicable to substitution requests under Section 7.7 of the
General Conditions, on Substitutions. These substitution provisions do not apply to
materials, products, things, or services that may lawfully be designated by a specific brand
or trade name under Public Contract Code section 3400(c).
13. Withdrawal of Bid Proposals. A Bid Proposal may not be withdrawn for a period of 90
days after the bid opening without forfeiture of the bid security, except as authorized for
material error under Public Contract Code section 5100 et seq.
14. Bid Protest. Any bid protest must be in writing and received by City at 10300 Torre
Avenue, Cupertino, CA 95014 attn: John Raaymakers or via email at johnr@cupertino.org
before 5:00 p.m. no later than two Working Days following bid opening (the “Bid Protest
Deadline”) and must comply with the following requirements:
14.1 Eligibility. Only a bidder who has actually submitted a responsive Bid Proposal, as
determined by City, is eligible to submit a bid protest against another bidder.
McClellan Rd Sidewalk Improvements-Phase 2 INSTRUCTIONS TO BIDDERS
2015-19 Page 10
Subcontractors are not eligible to submit bid protests. A bidder may not rely on the bid
protest submitted by another bidder, but must timely pursue its own protest. For purposes
of this Section, a “Working Day” means a day that City is open for normal business, and
excludes weekends and holidays observed by City. Pursuant to Public Contract Code
section 4104, inadvertent omission of a Subcontractor’s DIR registration number on the
Subcontractor List form is not grounds for a bid protest provided it is corrected within 24
hours.
14.2 Protest Contents. The bid protest must contain a complete statement of the basis
for the protest and all supporting documentation. Material submitted after the Bid Protest
Deadline will not be considered. The protest must refer to the specific portion or portions of
the Contract Documents upon which the protest is based. The protest must include the
name, address, email address, and telephone number of the protesting bidder and any
person representing the protesting bidder.
14.3 Copy to Protested Bidder. Upon submission of its bid protest to City, the protesting
bidder must also concurrently transmit the protest and all supporting documents to the
protested bidder, and to any other bidder who has a reasonable prospect of receiving an
award depending upon the outcome of the protest, by email or hand delivery to ensure
delivery before the Bid Protest Deadline.
14.4 Response to Protest. The protested bidder may submit a written response to the
protest, provided the response is received by City before 5:00 p.m., within two Working
Days after the Bid Protest Deadline or after actual receipt of the bid protest, whichever is
sooner (the “Response Deadline”). The response must include all supporting
documentation. Material submitted after the Response Deadline will not be considered. The
response must include the name, address, email address, and telephone number of the
person representing the protested bidder if different from the protested bidder.
14.5 Copy to Protesting Bidder. Upon submission of its response to the bid protest to
the City, the protested bidder must also concurrently transmit by email or hand delivery, by
or before the Response Deadline, a copy of its response and all supporting documents to
the protesting bidder and to any other bidder who has a reasonable prospect of receiving
an award depending upon the outcome of the protest.
14.6 Exclusive Remedy. The procedure and time limits set forth in this section are
mandatory and are the bidder’s sole and exclusive remedy in the event of a bid protest. A
bidder’s failure to comply with these procedures will constitute a waiver of any right to
further pursue a bid protest, including filing a Government Code Claim or initiation of legal
proceedings.
14.7 Right to Award. City reserves the right, acting in its sole discretion, to reject any bid
protest that it determines lacks merit, to award the Contract to the bidder it has determined
to be the responsible bidder submitting the lowest responsive bid, and to issue a Notice to
Proceed with the W ork notwithstanding any pending or continuing challenge to its
determination.
15. Reservation of Rights. To the full extent permitted by law, City reserves the right, acting
in its sole discretion, to waive or to decline to waive any immaterial bid irregularities, to
accept or reject any and all bids, or to abandon the Project entirely. The Contract will be
awarded, if at all, within 90 days after opening of bids or as otherwise specified in the
Special Conditions, to the responsible bidder that submitted the lowest responsive bid. Any
date given for planned commencement of the Project given in Section 2.2 of the Notice
Inviting Bids is provided as informative of City’s expectations at the time the Notice Inviting
Bids was first issued. City is not bound to issue a Notice to Proceed by or before such
McClellan Rd Sidewalk Improvements-Phase 2 INSTRUCTIONS TO BIDDERS
2015-19 Page 11
planned commencement date, and reserves the right to issue the Notice to Proceed when
the City determines, in its sole discretion, the appropriate time for commencing the Work.
16. Bonds. The successful bidder is required to submit payment and performance bonds as
specified in the Contract Documents using the bond forms included in the Contract
Documents, within ten days following City’s issuance of the Notice of Award. All required
bonds must be calculated on the maximum total Contract Price as awarded, including
additive alternates, if applicable.
17. License(s). The successful bidder and its Subcontractor(s) must possess the California
contractor’s license(s) in the classification(s) required by law to perform the Work . and must
also obtain a City Business License before beginning Work on the Project, unless its sole
business contact within the City is the sale of goods or services to the City itself.
18. Ineligible Subcontractor. Any Subcontractor who is ineligible to perform work on a public
works project under Labor Code sections 1777.1 or 1777.7 is prohibited from performing
work on the Project.
19. Safety Orders. If the Project includes construction of a pipeline, sewer, sewage disposal
system, boring and jacking pits, or similar trenches or open excavations, which are five feet
or deeper, each bid must include a bid item for adequate sheeting, shoring, and bracing, or
equivalent method, for the protection of life or limb, which comply with safety orders as
required by Labor Code section 6707.
END OF INSTRUCTIONS TO BIDDERS
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 34
General Conditions
Article 1 – Definitions
Definitions. The following definitions apply to all of the Contract Documents unless otherwise
indicated. Defined terms and titles of documents are capitalized in the Contract Documents, with
the exception of the following (in any tense or form): “day,” “furnish,” “including,” “install,” “work
day” or “working day.”
Allowance means a specific amount that must be included in the Bid Proposal for a specified
purpose.
Article, as used in these General Conditions, means a numbered Article of the General
Conditions, unless otherwise indicated by the context.
Change Order means a written document duly approved and executed by City, which changes
the scope of Work, the Contract Price, or the Contract Time.
City means the City of Cupertino, acting through its City Council, officers, employees, City
Engineer, and any other authorized representatives.
City Engineer means the City Engineer for City and his or her authorized delegee(s).
Claim means a separate demand by Contractor for a change in the Contract Time or Contract
Price, that has previously been submitted to City in accordance with the requirements of the
Contract Documents, and which has been rejected by City, in whole or in part; or a written
demand by Contractor objecting to the amount of Final Payment.
Contract means the signed agreement between City and Contractor.
Contract Documents means, collectively, all of the documents listed as such in Section 2 of the
Contract, including the Notice Inviting Bids; the Instructions to Bidders; addenda, if any; the Bid
Proposal, and attachments thereto; the Contract; the Notice of Award and Notice to Proceed; the
payment, performance and warranty bonds; the General Conditions; the Special Conditions; the
Project Drawings and Specifications; any Change Orders; and any other documents expressly
made part of the Contract Documents.
Contract Price means the total compensation to be paid to Contractor for performance of the
Work, as set forth in the Contract and as amended by Change Order or adjusted for an
Allowance. The Contract Price is not subject to adjustment due to inflation or due to the
increased cost of labor, material, supplies or equipment following submission of the Bid Proposal.
Contract Time means the time specified for complete performance of the Work, as set forth in
the Contract and as may be amended by Change Order.
Contractor means the individual, partnership, corporation, or joint-venture that has signed the
Contract with City to perform the Work.
Day means a calendar day unless otherwise specified.
Design Professional means the licensed individual(s) or firm(s) retained by City to provide
architectural or engineering services for the Project. If no Design Professional has been retained
for this Project, any reference to Design Professional is deemed to refer to the Engineer.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 35
DIR means the California Department of Industrial Relations.
Drawings means the City-provided plans and graphical depictions of the Project requirements,
and does not include Shop Drawings.
Engineer means the City Engineer for the City of Cupertino and his or her authorized delegees.
Extra Work means new or unforeseen work added to the Project, as determined by the Engineer
in his or her sole discretion, including Work that was not part of or incidental to the scope of the
Work when the Contractor’s bid was submitted; Work that is substantially different from the Work
as described in the Contract Documents at bid time; or Work that results from a substantially
differing and unforeseeable condition.
Final Completion means Contractor has fully completed all of the Work required by the Contract
Documents to the City’s satisfaction, including all punch list items, and any required
commissioning or training, and has provided the City with all required submittals, including the
warranty bond, instructions and manuals, product warranties and as-built drawings.
Final Payment means payment to Contractor of the unpaid Contract Price, including release of
undisputed retention, less amounts withheld pursuant to the Contract Documents, including
liquidated damages, up to 125% of the amount of any unreleased stop notice, amounts subject to
setoff, up to 150% of any unresolved third-party claim for which Contractor is required to
indemnify City, and up to 150% of any amount in dispute as authorized by Public Contract Code
section 7107.
Furnish means to purchase and deliver for the Project.
Hazardous Materials means any substance or material identified now or in the future as
hazardous under any federal, state, or local law or regulation, or any other substance or material
that may be considered hazardous or otherwise subject to statutory or regulatory requirements
governing handling, disposal, or cleanup.
Including, whether or not capitalized, means “including, but not limited to,” unless the context
clearly requires otherwise.
Inspector means the individual(s) or firm(s) retained or employed by City to inspect the
workmanship, materials, and manner of construction of the Project and its components to ensure
compliance with the Contract Documents and all applicable codes, regulations, and permits.
Install means to fix in place for materials, and to fix in place and connect for equipment.
Plans has the same meaning as Drawings.
Project means the public works project referenced in the Contract.
Project Manager means the individual designated by City to oversee and manage the Project on
City’s behalf and may include his or her authorized delegee(s) when the Project Manager is
unavailable. If no Project Manager has been designated for this Project, any reference to Project
Manager is deemed to refer to the Engineer.
Request for Information or RFI means Contractor’s written request for information submitted to
City, in the manner and format specified by City, about the Contract Documents, the Work or the
Project.
Section as used in these General Conditions, means a numbered Section of the General
Conditions, unless otherwise indicated by the context, e.g., statutory references.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 36
Shop Drawings means drawings, plan details or other graphical depictions prepared by or on
behalf of Contractor, and subject to City acceptance, which are intended to provide details for
fabrication, installation, and the like, of items required by or shown in the Drawings and
Specifications.
Specialty Work means Work that must be performed by a specialized Subcontractor with the
specified license or other special certification, and not by the Contractor.
Specifications means the technical, text specifications describing the Project requirements,
which are prepared for and incorporated into this Project by or on behalf of City, and does not
include the Contract, General Conditions or Special Conditions.
Subcontractor means an individual, partnership, corporation, or joint-venture retained by
Contractor directly or indirectly through a subcontract to perform a specific portion of the Work.
The term Subcontractor applies to subcontractors, suppliers, fabricators, and equipment lessors
of all tiers, unless otherwise indicated by the context.
Technical Specifications means Specifications.
Work means all of the construction and services necessary for or incidental to completing the
Project in conformance with the requirements of the Contract Documents.
Work Day or Working Day, whether or not capitalized, means a weekday when the City is open
for business, and does not include holidays observed by the City or furlough days when City staff
is unavailable. If a holiday falls on a Saturday, the preceding Friday will be the holiday. If a
holiday falls on a Sunday, the following Monday will be the holiday.
Holidays observed by the City and furlough days are:
a. New Year’s Day, January 1;
b. Martin Luther King Jr.’s Birthday, third Monday in January;
c. Lincoln’s Birthday, February 12;
d. Presidents’ Day, third Monday in February;
e. Memorial Day, last Monday in May;
f. Independence Day, July 4;
g. Labor Day, first Monday in September;
h. Veterans’ Day, November 11;
i. Thanksgiving Day, as designated by the President;
j. The Day following Thanksgiving Day;
k. Christmas Day, December 25;
l. City Closure, December 24, 26, 27,28,29,30 and 31: and
m. Each day appointed by the Governor of California and formally recognized by the Santa
Clara County Board of Supervisors as a day of mourning, thanksgiving, or special
observance.
Worksite means the place or places where the Work is performed, which includes, but may
extend beyond the Project site, including separate locations for staging or fabrication.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 37
Article 2 - Roles and Responsibilities
2.1 City.
A) City Council. The City Council has final authority in all matters affecting the
Project, except to the extent it has delegated authority to the Engineer.
B) Engineer. The Engineer, acting within the authority conferred by the City
Council, is responsible for administration of the Project on behalf of City, including
authority to provide directions to the Design Professional and to Contractor to ensure
proper and timely completion of the Project. The Engineer’s decisions are final and
conclusive within the scope of his or her authority, including interpretation of the Contract
Documents.
C) Design Professional. The Design Professional is responsible for the overall
design of the Project and, to the extent authorized by City, may act on City’s behalf to
ensure performance of the Work in compliance with the Contract Documents. The Design
Professional’s interpretation of the Drawings or Specifications is final and conclusive.
2.2 Contractor.
A) General. Contractor must provide all labor, materials, supplies equipment and
services and incidentals necessary to perform and timely complete the Work in strict
accordance with the Contract Documents, and in an economic and efficient manner in the
best interests of City, and with minimal inconvenience to the public.
B) Responsibility for the Work and Risk of Loss. Contractor is responsible for
supervising and directing all aspects of the Work to facilitate the efficient and timely
completion of the Work. Contractor is solely responsible for and required to exercise full
control over the Work, including the construction means, methods, techniques,
sequences, procedures, and coordination of all portions of the Work with that of all other
contractors and Subcontractors, except to the extent that the Contract Documents
provide other specific instructions. Contractor’s responsibilities extend to any plan,
method or sequence suggested, but not required by City or specified in the Contract
Documents. From the date of commencement of the Work until either the date on which
City formally accepts the Project or the effective date of termination of the Contract,
whichever is later, Contractor bears all risks of injury or damage to the Work and the
materials and equipment delivered to the Worksite, by any cause including fire,
earthquake, wind, weather, vandalism or theft.
C) Project Administration. Contractor must provide sufficient and competent
administration, staff, and skilled workforce necessary to perform and timely complete the
Work in accordance with the Contract Documents. Before starting the Work, Contractor
must designate in writing and provide complete contact information, including telephone
numbers and email address, for the officer or employee in Contractor’s organization who
is to serve as Contractor’s primary representative for the Project, and who has authority
to act on Contractor’s behalf. A Subcontractor may not serve as Contractor’s primary
representative.
D) On-Site Superintendent. Contractor must, at all times during performance of the
Work, provide a qualified and competent full-time superintendent acceptable to City, and
assistants as necessary, who must be physically present at the Project site while any
aspect of the Work is being performed. City’s approval of the superintendent is required
before the Work commences. If City is not satisfied with the superintendent’s
performance, City may request a qualified replacement of the superintendent. Failure to
comply may result in temporary suspension of the Work, at Contractor’s sole expense
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 38
and with no extension of Contract Time, until the approved superintendent is physically
present to supervise the Work. Contractor must provide written notice to City, as soon as
practicable, before replacing the superintendent.
E) Standards; Compliance. Contractor must, at all times, ensure that the Work is
performed in an efficient, skillful manner following best practices and in full compliance
with the Contract Documents and all applicable laws, regulations, codes, standards, and
permits, including City’s municipal code, rules, and regulations, and any orders of the
administrative or judicial bodies with jurisdiction over the Work.
F) Meetings. Contractor, its superintendent, and its major Subcontractors and
suppliers will be required to attend a Preconstruction Conference before beginning Work
on the Project, and will also be required to attend regular progress meetings, as further
specified below. City will notify Contractor in advance of the date, time, place and
required attendees for the Preconstruction Conference and progress meetings and will
provide and administer the agenda. Contractor is responsible for notifying its major
Subcontractors and suppliers, and other required attendees, as applicable, of the date,
time and place for the Preconstruction Conference and progress meetings; for providing
them with the City’s agenda; and for requiring their attendance at these meetings.
1) Preconstruction Conference. The Preconstruction Conference agenda items
may include schedules, personnel and vehicle permit procedures, use of the
premises, locations for staging area(s) and jobsite trailers, security,
housekeeping, submittal and RFI procedures, Project forms and procedures,
inspection and testing procedures, utility shutdown procedures, control and
reference point procedures, injury and illness prevention program, Contractor’s
schedule of values, Contractor’s schedule of submittals, and such other matters
that the City deems necessary to address before the Work begins.
2) Progress Meetings. During the course of the Project, progress meetings will
be conducted on a weekly basis by the City and at Contractor’s on-site office,
unless otherwise specified. Progress meeting agenda items may include review
of past meeting minutes, review of Work in progress since previous progress
meeting, schedule status and updates, status of submittals or change orders,
worker safety, and other such matters pertaining to the progress of the Work.
G) Responsible Party. Contractor is solely responsible to City for the acts or
omissions of any Subcontractors, or any other party or parties performing portions of the
Work or providing equipment, materials or services for or on behalf of Contractor or the
Subcontractors. Upon City’s written request, Contractor must promptly and permanently
remove from the Project, at no cost to City, any employee or Subcontractor or employee
of a Subcontractor who the Engineer has determined to be incompetent, intemperate or
disorderly, or who has failed or refused to perform the Work as required under the
Contract Documents.
H) Correction of Defects. Contractor must promptly correct, at Contractor’s sole
expense, any Work that is determined by City to be deficient or defective in any way,
including workmanship, materials, parts or equipment. Workmanship, materials or
equipment that do not conform to the requirements under the Drawings, Specifications
and every other Contract Document, as determined by City, will be considered defective
and subject to rejection. Contractor must also promptly correct, at Contractor’s sole
expense, any Work performed beyond the lines and grades shown on the Plans or
established by City, and any Extra Work performed without City’s prior written approval.
However, City may elect to retain defective Work, and deduct the difference in value, as
determined by the Engineer, from payments otherwise due to Contractor.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 39
I) Contractor’s Records. Contractor must maintain all of its records relating to the
Project in any form, including paper documents, photos, videos and electronic records.
Project records subject to this provision include, but are not limited to, Project cost
records and records relating to preparation of Contractor’s bid.
1) Contractor’s cost records must include all supporting documentation,
including original receipts, invoices, and payroll records, evidencing its direct
costs to perform the Work, including, but not limited to, costs for labor, materials
and equipment. Each cost record should include, at a minimum, a description of
the expenditure with references to the applicable requirements of the Contract
Documents, the amount actually paid, the date of payment, and whether the
expenditure is part of the original Contract Price, related to an executed Change
Order, or otherwise categorized by Contractor as Extra W ork. Contractor’s failure
to comply with this provision as to any claimed cost operates as a waiver of any
rights to recover the claimed cost.
2) Contractor must continue to maintain its Project records in an organized
manner for a period of four years after City’s acceptance of the Project or
following Contract termination, whichever occurs first. Subject to prior notice to
Contractor, City is entitled to inspect or audit any of Contractor’s Project records
relating to the Project or to investigate Contractor’s plant or equipment during
Contractor’s normal business hours.
J) Copies of Contract Documents. Contractor and its Subcontractors must keep
copies, at the Project site, of the Work-related documents, including the Contract,
permit(s), Drawings, Specifications, Addenda, Contract amendments, Change Orders,
RFIs and RFI responses, Shop Drawings, and any related written interpretations. The
Contract Documents, as-built drawings, and all Worksite copies must be available to
City for reference at all times.
2.3 Subcontractors.
A) General. All Work which is not performed by Contractor with its own forces must
be performed by Subcontractors. City reserves the right to approve or reject any and all
Subcontractors proposed to perform the Work, for reasons including the subcontractor’s
poor reputation, lack of relevant experience, financial instability, and lack of technical
ability or adequate trained workforce
B) Contractual Obligations. Contractor must require every Subcontractor to be
bound to the provisions of the Contract Documents as they apply to the Subcontractor’s
portion(s) of the Work, and to likewise bind their subcontractors or suppliers. Nothing in
these Contract Documents creates a contractual relationship between a Subcontractor
and City, but City is deemed to be a third-party beneficiary of the contract between
Contractor and each Subcontractor.
C) Termination. If the Contract is terminated, each Subcontractor’s agreement
must be assigned by Contractor to City, subject to the prior rights of any surety, but only if
City accepts the assignment by written notification, and assumes all rights and
obligations of Contractor pursuant to each such subcontract agreement.
D) Substitution of Subcontractor. If Contractor requests substitution of a listed
Subcontractor under Public Contract Code section 4107, Contractor is solely responsible
for all costs City incurs in responding to the request, including legal fees and costs to
conduct a hearing.
2.4 Coordination of Work.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 40
A) Concurrent Work. City reserves the right to perform or to have performed other
work on or adjacent to the Project site while the Work is being performed. Contractor is
responsible for coordinating its Work with other work being performed on or adjacent to
the Project site, including by any utility companies or agencies, and must avoid hindering,
delaying, or interfering with the work of other contractors and subcontractors. To the full
extent permitted by law, Contractor must hold harmless and indemnify City against any
and all claims arising from or related to Contractor’s avoidable, negligent, or willful
hindrance of, delay to, or interference with the work of any utility company or agency or
another contractor or subcontractor.
B) Defects. Before proceeding with any portion of the Work affected by the
construction or operations of others, Contractor must give the Project Manager prompt
written notification of any defects Contractor discovers which will prevent the proper
execution of the Work. Failure to give notice of any known defects will be deemed
acknowledgement by Contractor that the work of others is not defective and will not
prevent the proper execution of the Work.
2.5 Submittals. Unless otherwise specified, Contractor must submit to the Engineer for
review and acceptance of all schedules, Shop Drawings, samples, product data and
similar submittals required by the Contract Documents, or upon request by the Engineer.
Unless otherwise specified, all submittals, including Requests for Information, are subject
to the general provisions of this Section, as well as specific submittal requirements that
may be included in the Special Conditions or elsewhere in the Contract Documents.
Unless otherwise specified, all submittals should be transmitted electronically using
standard commercial software programs.
A) General. Contractor is responsible for ensuring that its submittals are complete,
legible, accurate and conform to the Contract Documents. Incomplete or illegible
submittals will be rejected and returned for resubmission. Contractor must use the
applicable forms provided or specified for use by the City, including the Project Forms
provided with the Contract Documents, and forms provided by City at the pre-
construction conference.
B) Time and Manner of Submission. Contractor must ensure that its submittals
are prepared and delivered in a manner consistent with the current City-accepted
schedule for the Work and within the applicable time specified in the Contract
Documents, or if no time is specified, in such time and sequence so as not to delay the
performance of the Work or completion of the Project.
C) Required Contents. Each submittal must include the Project name and contract
number, Contractor’s name and address, the name and address of any Subcontractor or
supplier involved with the submittal, the date, and references to applicable Specification
section(s) and/or drawing and detail number(s).
D) Required Corrections. If corrections are required, Contractor must promptly
make and submit any required corrections as specified in full conformance with the
requirements of this Section, or other requirements that apply to that submittal. If a
submittal remains non-compliant after being re-submitted for a second time, City may
back-charge Contractor for all further review time and additional administrative costs. For
City employees the hourly amount charged will be 2.5 times the employee’s direct hourly
payroll cost to the City. For consultants, the amount charged will be 1.25 times the
amount billed to the City for additional review and administrative time.
E) Effect of Review and Acceptance. Review and acceptance of a submittal by
City will not relieve Contractor from complying with the requirements of the Contract
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 41
Documents. Contractor is responsible for any errors in any submittal, and review or
acceptance of a submittal by City is not an assumption of risk or liability by City.
F) Enforcement. Any Work performed or any material furnished, installed,
fabricated or used without City’s prior acceptance of a required submittal is performed or
provided at Contractor’s risk, and Contractor may be required to bear the costs incident
thereto, including the cost of removing and replacing such Work, repairs to other affected
portions of the Work or material, and the cost of additional time or services required of
City, including costs for the Design Professional, Project Manager, or Inspector.
G) Excessive RFIs. A Request for Information (RFI) will be considered excessive
or unnecessary if City determines that the explanation or response to the RFI is clearly
and unambiguously discernable from the Contract Documents. City’s costs to review and
respond to excessive or unnecessary RFIs may be deducted from payments otherwise
due to Contractor, on the same basis as excessive submittal review, under subsection
D) (Required Corrections).
2.6 Shop Drawings. When Shop Drawings are required by the Specifications or requested
by the Engineer, they must be prepared according to best practices at Contractor’s
expense. The Shop Drawings must be of a size and scale to clearly show all necessary
details. Unless otherwise specified by City, Shop Drawings must be provided to the
Engineer for review and acceptance at least 30 days before the Work will be performed.
If City requires changes, the corrected Shop Drawings must be resubmitted to the
Engineer for review within the time specified by the Engineer. For all Project components
requiring Shop Drawings, Contractor will not furnish materials or perform any Work until
the Shop Drawings for those components are accepted by City. Contractor is
responsible for any errors or omissions in the Shop Drawings, shop fits and field
corrections, any deviations from the Contract Documents, and for the results obtained by
the use of Shop Drawings. Acceptance of Shop Drawings by City does not relieve
Contractor of Contractor’s responsibility.
Article 3 - Contract Documents
3.1 Interpretation of Contract Documents.
A) Drawings and Specifications. The Drawings and Specifications included in the
Contract Documents are complementary. If Work is shown on one but not on the other,
Contractor must perform the Work as though fully described on both, consistent with the
Contract Documents and reasonably inferable from them as being necessary to produce
the indicated results. The Drawings and Specifications are deemed to include and
require everything necessary and reasonably incidental to completion of the Work,
whether or not particularly mentioned or shown. Contractor must perform all work and
services and supply all things reasonably related to and inferable from the Contract
Documents. In the event of a conflict between the Drawings and Specifications, the
Specifications will control. Detailed Drawings take precedence over general Drawings,
and large scale Drawings take precedence over smaller scale Drawings. Any
arrangement or division of the Drawings and Specifications into sections is for
convenience and is not intended to limit the Work required by separate trades. A
conclusion presented in the Drawings or Specifications is only a recommendation. Actual
locations and depths must be determined by Contractor’s field investigation. Contractor
may request access to underlying or background information in City’s possession that is
necessary for Contractor to form its own conclusions.
B) Duty to Notify and Seek Direction. If Contractor becomes aware of a changed
condition in the Project, or of any ambiguity, conflict, inconsistency, discrepancy,
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 42
omission, or error in the Contract Documents, including under the Drawings or
Specifications, Contractor must immediately submit a Request for Information to the
Engineer and wait for a response from City before proceeding further with the related
Work. The RFI must notify City of the issue and request clarification, interpretation or
direction. The Engineer’s clarification, interpretation or direction will be final and binding
on Contractor. If Contractor proceeds with the related Work before obtaining City’s
response, Contractor will be responsible for any resulting costs, including the cost of
correcting any incorrect or defective Work that results. City will not extend the Contract
Time due to Contractor’s failure to submit a timely RFI to the Engineer.
C) Figures and Dimensions. Figures control over scaled dimensions.
D) Technical or Trade Terms. Any terms that have well-known technical or trade
meanings will be interpreted in accordance with those meanings, unless otherwise
specifically defined in the Contract Documents.
E) Measurements. Contractor must verify all relevant measurements at the
Worksite before ordering any material or performing any Work, and will be responsible for
the correctness of those measurements.
F) Limitations. Any arrangement or division of the Drawings and Specifications
into sections is for convenience and is not intended to limit the Work required by separate
trades. A conclusion presented in the Drawings or Specifications is only a
recommendation. Actual locations and depths must be determined by Contractor’s field
investigation. Contractor may request access to underlying or background information in
City’s possession that is necessary for Contractor to form its own conclusions.
3.2 Order of Precedence. Information included in one Contract Document but not in
another will not be considered a conflict or inconsistency. Unless otherwise specified in
the Special Conditions, in case of any conflict or inconsistency among the Contract
Documents, the following order of precedence will apply, beginning from highest to
lowest:
A) Change Orders;
B) Addenda;
C) Contract;
D) Notice to Proceed;
E) Notice of Award;
F) Special Conditions;
G) General Conditions;
H) Payment, Performance and Warranty Bonds;
I) Specifications;
J) Drawings;
K) Contractor’s Bid Proposal and attachments;
L) Notice Inviting Bids;
M) Instructions to Bidders;
N) The City of Cupertino’s Standard Details; and
O) Any documents prepared by and on behalf of a third party, that were not
prepared specifically for this Project, such as the Caltrans Standard Specifications or
Caltrans Special Provisions.
3.3 Caltrans Standard Specifications. Any reference to or incorporation of the Standard
Specifications of the State of California, Department of Transportation (“Caltrans”),
including “Standard Specifications,” “Caltrans Specifications,” “State Specifications,” or
CSS,” means the most current edition of Caltrans’ Standard Specifications, unless
otherwise specified (“Caltrans Standard Specifications”), including the most current
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 43
amendments as of the date that Contractor’s bid was submitted for this Project. The
following provisions apply to use of or reference to the Caltrans Standard Specifications
or Special Provisions:
A) Limitations. The “General Provisions” of the Caltrans Standard Specifications,
i.e., sections 1 through 9, do not apply to these Contract Documents with the exception of
any specific provisions, if any, which are expressly stated to apply to these Contract
Documents.
B) Conflicts or Inconsistencies. If there is a conflict or inconsistency between any
provision in the Caltrans Standard Specifications or Special Provisions and a provision of
these Contract Documents, as determined by City, the provision in the Contract
Documents will govern.
C) Meanings. Terms used in the Caltrans Standard Specifications or Special
Provisions are to be interpreted as follows:
1) Any reference to the “Engineer” is deemed to mean the City Engineer.
2) Any reference to the “Special Provisions” is deemed to mean the Special
Conditions, unless the Caltrans Special Provisions are expressly included in the
Contract Documents listed in Section 2 of the Contract.
3) Any reference to the “Department” or “State” is deemed to mean City.
3.4 For Reference Only. Contractor is responsible for the careful review of any document,
study, or report provided by City or appended to the Contract Documents solely for
informational purposes and identified as “For Reference Only.” Nothing in any document,
study, or report so appended and identified is intended to supplement, alter, or void any
provision of the Contract Documents. Contractor is advised that City or its
representatives may be guided by information or recommendations included in such
reference documents, particularly when making determinations as to the acceptability of
proposed materials, methods, or changes in the Work. Any record drawings or similar
final or accepted drawings or maps that are not part of the Contract Documents are
deemed to be For Reference Only. The provisions of the Contract Documents are not
modified by any perceived or actual conflict with provisions in any document that is
provided For Reference Only.
3.5 Current Versions. Unless otherwise specified by City, any reference to standard
specifications, technical specifications, or any City or state codes or regulations means
the latest specification, code or regulation in effect at the time the Contract is signed.
3.6 Conformed Copies. If City prepares a conformed set of the Contract Documents
following award of the Contract, it will provide Contractor with a copy of the electronic file
in PDF format. It is Contractor’s responsibility to ensure that all Subcontractors, including
fabricators, are provided with the conformed set of the Contract Documents at
Contractor’s sole expense.
Article 4 - Bonds, Indemnity, and Insurance
4.1 Payment and Performance Bonds. Within ten days following issuance of the Notice of
Award, Contractor is required to provide a payment bond and a performance bond, each
in the penal sum of not less than 100% of the Contract Price, using the bond forms
included with the Contract Documents.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 44
A) Surety. Each bond must be issued by a surety admitted in California, and the
surety must have a financial rating from A.M. Best Company of A-, class 7 or better, or as
otherwise acceptable to the City. If an issuing surety cancels the bond or becomes
insolvent, within seven days following written notice from City, Contractor must substitute
a surety acceptable to City. If Contractor fails to substitute an acceptable surety within the
specified time, City may, at its sole discretion, withhold payment from Contractor until the
surety is replaced to City’s satisfaction, or terminate the Contract for default.
B) Supplemental Bonds for Increase in Contract Price. If the Contract Price
increases during construction by five percent or more over the original Contract Price,
Contractor must provide supplemental or replacement bonds within ten days of written
notice from City pursuant to this Section, covering 100% of the increased Contract Price
and using the bond forms included with the Contract Documents.
4.2 Indemnity. To the fullest extent permitted by law, Contractor must indemnify, defend,
and hold harmless City, its Council, officers, officials, employees, agents, volunteers and
consultants (individually, an “Indemnitee,” and collectively the “Indemnitees”) from and
against any and all liability, loss, damage, claims, causes of action, demands, charges,
costs and expenses (including, without limitation, attorney fees, expert witness fees,
paralegal fees, and fees and costs of litigation or arbitration) (collectively, “Liability”) of
every nature arising out of or in connection with the acts or omissions of Contractor, its
employees, Subcontractors, representatives, or agents, in bidding or performing the Work
or in failing to comply with any obligation of Contractor under the Contract, except such
Liability caused by the active negligence, sole negligence, or willful misconduct of an
Indemnitee. This indemnity requirement applies to any Liability arising from alleged
defects in the content or manner of submission of Contractor’s bid for the Contract.
Contractor’s failure or refusal to timely accept a tender of defense pursuant to this
Contract will be deemed a material breach of the Contract. City will timely notify
Contractor upon receipt of any third-party claim relating to the Contract, as required by
Public Contract Code section 9201. Contractor’s indemnity obligations under this
Contract will survive the expiration or any early termination of the Contract.
4.3 Insurance.
Contractor shall procure and maintain for the duration of the contract, and for five years
following the completion of the Project, insurance against claims for injuries to persons
or damages to property which may arise from or in connection with the performance of
the Work hereunder by Contractor, its agents, representatives, employees or
subcontractors.
MINIMUM SCOPE AND LIMIT OF INSURANCE
Coverage shall be at least as broad as:
1. Commercial General Liability (CGL): Insurance Services Office (ISO) Form CG 00 01
covering CGL on an “occurrence” basis, written on a comprehensive general liability form,
and must include coverage for liability arising from Contractor’s or Subcontractor’s acts
or omissions, including Contractor’s protected coverage, blanket contractual, products
and completed operations, with limits of at least $2,000,000 per occurrence. The CGL
policy must protect against any and all liability for personal injury, death, property damage
or destruction, and personal and advertising injury. If a general aggregate limit applies,
either the general aggregate limit shall apply separately to this project/location (ISO CG
25 03 or 25 04) or the general aggregate limit shall be $4,000,000 which is twice the
required occurrence limit.
a. It shall be a requirement under this agreement that any available insurance proceeds
broader than or in excess of the specified minimum insurance coverage requirements
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 45
and/or limits shall be made available to the Additional Insured and shall be (1) the
minimum coverage/limits specified in this agreement; or (2) the broader coverage and
maximum limits of coverage of any insurance policy, whichever is greater.
b. Additional Insured coverage under Contractor's policy shall be "primary and non-
contributory," will not seek contribution from City’s insurance/self-insurance, and shall
be at least as broad as ISO CG 20 01 04 13
c. The limits of insurance required may be satisfied by a combination of primary and
umbrella or excess insurance, provided each policy complies with the requirements set
forth in this Contract. Any umbrella or excess insurance shall contain or be endorsed to
contain a provision that such coverage shall also apply on a primary and non-
contributory basis for the benefit of City before the City’s own insurance or self-
insurance shall be called upon to protect City as a named insured.
2. Automobile Liability: ISO Form CA 00 01 covering any auto (Code 1), or if Contractor has
no owned autos, then hired autos (Code 8) and non-owned autos (Code 9), with limit no less
than $2,000,000 per accident for bodily injury and property damage.
3. Workers’ Compensation: As required by the State of California, with Statutory Limits,
and Employer’s Liability Insurance of no less than $1,000,000 per accident for bodily injury or
disease, or as otherwise required by statute. If Contractor is self-insured, Contractor must
provide a Certificate of Permission to Self-Insure, duly authorized by the DIR.
N/A if box checked (Contractor provides signed, written verification it has no
employees).
4. Professional Liability with limits no less than $1,000,000 per occurrence or claim, and
2,000,000 aggregate.
N/A if box checked (Contract is not design/build).
5. Builder’s Risk. Course of Construction insurance utilizing an “All Risk” (Special Perils)
coverage form, with limits equal to the completed value of the project and no coinsurance
penalty provisions.
N/A if box checked (Project does not involve construction or
improvements/installations to property).
6. Contractors’ Pollution Legal Liability and/or Asbestos Legal Liability and/or Errors and
Omissions with limits no less than $1,000,000 per occurrence or claim, and $2,000,000
policy aggregate.
N/A if box checked (Project does not involve environmental hazards).
If Contractor maintains broader coverage and/or higher limits than the minimums shown above,
City shall be entitled to the broader coverage and/or higher limits maintained by Contractor. Any
available insurance proceeds in excess of the specified minimum limits of insurance and
coverage shall be available to the City.
City reserves the right to modify these insurance requirements based on Contractor’s prior
experience, insurer, coverage, and considering the nature of the risk involved in the work and
other circumstances. Contractor should discuss these requirements with its insurer and the
designated Public Works Agency representative.
Self-Insured Retentions. Self-insured retentions must be declared to and approved by City. At
City’s option, either: (1) Contractor shall cause the insurer to reduce or eliminate self-insured
retentions as respects City, its officers, officials, employees, and volunteers; or (2) Contractor
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 46
shall provide a financial guarantee satisfactory to City guaranteeing payment of losses and related
investigations, claim administration, and defense expenses. The policy language shall provide, or
be endorsed to provide, that the self-insured retention may be satisfied by either the named
insured or the City.
OTHER INSURANCE PROVISIONS
The insurance policies are to contain, or be endorsed to contain, the following provisions:
Additional Insured Status
The City of Cupertino, its City Council, officers, officials, employees, agents, servants and
volunteers are to be covered as additional insureds on the CGL policy with respect to liability
arising out of the Services performed by or on behalf of Contractor including materials, parts, or
equipment furnished. Endorsement of CGL coverage shall be at least as broad as ISO Form CG
20 10 11 85 or if not available, through the addition of both CG 20 10, CG 20 26, CG 20 33, or
CG 20 38; and CG 20 37 if a later edition is used.
Primary Coverage
For any claims related to this Project, Contractor’s insurance coverage shall be “primary and
non-contributory” and at least as broad as ISO CG 20 01 04 13 with respect to City, its officers,
officials, employees and volunteers, and shall not seek contribution from City’s insurance. If the
limits of insurance are satisfied in part by Umbrella/Excess Insurance, the Umbrella/Excess
Insurance shall contain or be endorsed to contain a provision that such coverage shall also apply
on a “primary and non-contributory” basis for the benefit of City.
Notice of Cancellation
Each insurance policy required shall provide that coverage shall not be canceled, except with
notice to the City. Each certificate of insurance must state that the coverage afforded by the policy
is in force and will not be reduced, cancelled or allowed to expire without at least 30 days advance
written notice to City, unless due to non-payment of premiums, in which case ten days advance
written notice must be provided to City. Such notice must be sent to City via certified mail and
addressed to the attention of the City Manager.
Builder’s Risk
Contractor may submit Builder’s Risk insurance in the form of Course of Construction coverage,
which shall name the City as a loss payee, as its interest may appear. Policy limits must be
per occurrence and for all-risk coverage on a 100% completed value basis on the insurable
portion of the Project, with no coinsurance penalties, and for the benefit of City. If the Project does
not involve new or major reconstruction, City may elect in its sole discretion to accept an
Installation Floater policy instead of Builder’s Risk. For such projects, the Property Installation
Floater shall include improvement, remodel, modification, alteration, conversion or adjustment to
existing buildings, structures, processes, machinery and equipment, and shall provide property
damage coverage for any building, structure, machinery or equipment damaged, impaired,
broken, or destroyed during the performance of the Work, including during transit, installation,
and testing at the City’s site.
Waiver of Subrogation
Each required policy must include an endorsement providing that the carrier agrees to waive any
right of subrogation it may have against City. Contractor agrees to waive rights of subrogation
which any insurer of Contractor may acquire from Contractor by virtue of the payment of any loss.
Contractor agrees to obtain any endorsement that may be necessary to affect this waiver of
subrogation. The Workers’ Compensation policy shall be endorsed with a waiver of subrogation
in favor of the City for all work performed by the Contractor, its employees, agents and
subcontractors.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 47
Acceptability of Insurers
Insurance must be issued by insurers acceptable to City and licensed to do business in the State
of California, and each insurer must have an A.M. Best’s financial strength rating of “A-” or better
and a financial size rating of “VII” or better.
Verification of Coverage
Contractor shall furnish the City with original certificates and amendatory endorsements, or
copies of the applicable insurance language, effecting coverage required by this contract. All
certificates and endorsements are to be received and approved by the City before work
commences. The City reserves the right to require complete, certified copies of all required
insurance policies, including endorsements, required by these specifications, at any time.
Subcontractors
Contractor shall require and verify that all subcontractors maintain insurance meeting all the
requirements stated herein, and Contractor shall ensure that City is an additional insured on
insurance required from subcontractors. For CGL coverage subcontractors shall provide
coverage with a form at least as broad as CG 20 38 04 13.
Claims Made Policies
If any coverage required is written on a claims-made coverage form:
1. The retroactive date must be shown, and this date must be before the execution date of the
contract or the beginning of contract work.
2. Insurance must be maintained and evidence of insurance must be provided for at least five (5)
years after completion of contract work.
3. If coverage is canceled or non-renewed, and not replaced with another claims-made policy
form with a retroactive date prior to the contract effective, or start of work date, the Contractor
must purchase extended reporting period coverage for a minimum of five (5) years after
completion of contract work.
4. A copy of the claims reporting requirements must be submitted to the Entity for review.
5. If the services involve lead-based paint or asbestos identification/remediation, the Contractors
Pollution Liability policy shall not contain lead-based paint or asbestos exclusions. If the services
involve mold identification/remediation, the Contractors Pollution Liability policy shall not contain
a mold exclusion, and the definition of Pollution shall include microbial matter, including mold.
Article 5 - Contract Time
5.1 Time is of the Essence. Time is of the essence in Contractor’s performance and
completion of the Work, and Contractor must diligently prosecute the Work and complete
it within the Contract Time.
A) Notice to Proceed. Contractor must commence the Work on the date indicated
in the Notice to Proceed, and must fully complete the Work in strict compliance with all
requirements of the Contract Documents and within the Contract Time. The Notice to
Proceed will not be issued until Contractor has executed and returned the Contract, the
required bonds, insurance certificates and endorsements and any other submittals
required prior to issuance of the Notice to Proceed, subject to City’s approval of all such
documents. Contractor may not begin performing Work on the Project Site before the
date authorized in the Notice to Proceed. After receiving the Notice to Proceed,
Contractor must notify the City in writing of the date Contractor intends to begin Work on
the Project, at least 24 hours in advance of beginning the Work. Contractor is not entitled
to compensation or credit for any Work performed before the date specified in the Notice
to Proceed, with the exception of any schedules, submittals, or other requirements that
must be provided or performed before issuance of the Notice to Proceed.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 48
B) Rate of Progress. Contractor and its Subcontractors must, at all times, provide
workers, materials, and equipment sufficient to maintain the rate of progress necessary to
ensure full completion of the Work within the Contract Time. If City determines that
Contractor is failing to prosecute the Work at a sufficient rate of progress, City may, in its
sole discretion, direct Contractor to provide additional workers, materials, or equipment,
or to work additional hours or days without additional cost to City, in order to achieve a
rate of progress satisfactory to City. If Contractor fails to comply with City’s directive in
this regard, City may, at Contractor’s expense, separately contract for additional workers,
materials, or equipment or use City’s own forces to achieve the necessary rate of
progress. Alternatively, City may terminate the Contract based on Contractor’s default.
5.2 Schedule Requirements. Contractor must prepare all schedules using standard
scheduling software acceptable to the Engineer, and must provide the schedules in
electronic and paper form as requested by the Engineer. In addition to the general
scheduling requirements set forth below, Contractor must also comply with any
scheduling requirements included in the Special Conditions or in the Technical
Specifications.
A) Baseline (As-Planned) Schedule. Within ten calendar days following City’s
issuance of the Notice to Proceed (or as otherwise specified in the Special Conditions),
Contractor must submit to City for review and acceptance a baseline (as-planned)
schedule using critical path methodology showing in detail how Contractor plans to
perform and fully complete the Work within the Contract Time, including labor,
equipment, materials and fabricated items. The baseline schedule must show the order of
the major items of Work and the dates of start and completion of each item, including
when the materials and equipment will be procured. The schedule must also include the
work of all trades, reflecting anticipated labor or crew hours and equipment loading for
the construction activities, and must be sufficiently comprehensive and detailed to enable
progress to be monitored on a day-by-day basis. For each activity, the baseline schedule
must be dated, provided in the format specified in the Contract Documents or as required
by City, and must include, at a minimum, a description of the activity, the start and
completion dates of the activity, and the duration of the activity.
1) Specialized Materials Ordering. Within five calendar days following issuance
of the Notice to Proceed, Contractor must order any specialized material or
equipment for the Work that is not readily available from material suppliers.
Contractor must also retain documentation of the purchase orders date(s).
B) City’s Review of Schedules. City will review and may note exceptions to the
baseline schedule, and to the progress schedules submitted as required below, to assure
completion of the Work within the Contract Time. Contractor is solely responsible for
resolving any exceptions noted in a schedule and must, within seven days, correct the
schedule to address them .
C) Progress Schedules. After City accepts the final baseline schedule with no
exceptions, Contractor must submit an updated progress schedule and three-week look-
ahead schedule, in the format specified by City, for review and acceptance with each
application for a progress payment, or when otherwise specified by City, until completion
of the Work. The updated progress schedule must: show how the actual progress of the
Work as constructed to date compares to the baseline schedule; reflect any proposed
changes in the construction schedule or method of operations, including to achieve
Project milestones within the Contract Time; and identify any actual or potential impacts
to the critical path. Contractor must also submit periodic reports to City of any changes in
the projected material or equipment delivery dates for the Project.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 49
1) Float. The progress schedule must show early and late completion dates for
each task. The number of days between those dates will be designated as the
float.” Any float belongs to the Project and may be allocated by the Engineer to
best serve timely completion of the Project.
2) Failure to Submit Schedule. Reliable, up-to-date schedules are essential to
efficient and cost-effective administration of the Project and timely completion. If
Contractor fails to submit a schedule within the time periods specified in this
Section, or submits a schedule to which City has noted exceptions that are not
corrected, City may withhold up to ten percent from payment(s) otherwise due to
Contractor until the exceptions are resolved, the schedule is corrected and
resubmitted, and City has accepted the schedule. In addition, Contractor’s failure
to comply with the schedule requirements in this Section 5.2 will be deemed a
waiver of any claims for Excusable Delay or loss of productivity arising when
Contractor is out of compliance, subject only to the limits of Public Contract Code
section 7102.
D) Recovery Schedule. If City determines that the Work is more than one week
behind schedule, within seven days following written notice of such determination,
Contractor must submit a recovery schedule, showing how Contractor intends to perform
and complete the Work within the Contract Time, based on actual progress to date.
E) Effect of Acceptance. Contractor and its Subcontractors must perform the
Work in accordance with the most current City-accepted schedule unless otherwise
directed by City. City’s acceptance of a schedule does not operate to extend the time for
completion of the Work or any component of the Work, and will not affect City’s right to
assess liquidated damages for Contractor’s unexcused delay in completing the Work
within the Contract Time.
F) Posting. Contractor must at all times maintain a copy of the most current City-
accepted progress or recovery schedule posted prominently in its on-site office.
G) Reservation of Rights. City reserves the right to direct the sequence in which
the Work must be performed or to make changes in the sequence of the Work in order to
facilitate the performance of work by City or others, or to facilitate City’s use of its
property. The Contract Time or Contract Price may be adjusted to the extent such
changes in sequence actually increase or decrease Contractor’s time or cost to perform
the Work.
H) Authorized Working Days and Times. Contractor is limited to working Monday
through Friday, excluding holidays, during City’s normal business hours, except as
provided in the Special Conditions or as authorized in writing by City. City reserves the
right to charge Contractor for additional costs incurred by City due to Work performed on
days or during hours not expressly authorized in the Contract Documents, including
reimbursement of costs incurred for inspection, testing, and construction management
services.
5.3 Delay and Extensions of Contract Time.
A) Notice of Delay. If Contractor becomes aware of any actual or potential delay
affecting the critical path, Contractor must promptly notify the Engineer in writing,
regardless of the nature or cause of the delay, so that City has a reasonable opportunity
to mitigate or avoid the delay.
B) Excusable Delay. The Contract Time may be extended if Contractor encounters
Excusable Delay,” which is an unavoidable delay in completing the Work within the
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 50
Contract Time due to causes completely beyond Contractor’s control, and which
Contractor could not have avoided or mitigated through reasonable care, planning,
foresight, and diligence. Grounds for Excusable Delay may include fire, natural disasters
including earthquake or unusually severe weather, acts of terror or vandalism, epidemic,
unforeseeable adverse government actions, unforeseeable actions of third parties,
encountering unforeseeable hazardous materials, unforeseeable site conditions, or
suspension for convenience under Article 13.
C) Non-Excusable Delay. Delay which Contractor could have avoided or mitigated
through reasonable care, planning, foresight and diligence is “Non-Excusable Delay.”
Contractor is not entitled to an extension of Contract Time or any compensation for Non-
Excusable Delay, or for Excusable Delay that is concurrent with Non-Excusable Delay.
Non-Excusable Delay includes delay caused by:
1) weather conditions which are normal for the location of the Project, as
determined by reliable records, including monthly rainfall averages, for the
preceding ten years;
2) Contractor’s failure to order equipment and materials sufficiently in advance
of the time needed for timely completion of the Work;
3) Contractor’s failure to provide adequate notification to utility companies or
agencies for connections or services necessary for the timely performance and
completion of the Work;
4) foreseeable conditions which Contractor could have ascertained from
reasonably diligent inspection of the Worksite or review of the Contract
Documents or other information provided or available to Contractor; or
5) Contractor’s financial inability to perform the Work, including insufficient
funds to pay its Subcontractors or suppliers.
D) Compensable Delay. Pursuant to Public Contract Code section 7102, in
addition to entitlement to an extension of Contract Time, Contractor is entitled to
compensation for costs incurred due to delay caused solely by City, when that delay is
unreasonable under the circumstances involved and not within the contemplation of the
parties (“Compensable Delay”).
E) Concurrent Delay. Contractor is not entitled to an extension of Contract Time or
recovery of costs for any Compensable Delay that is concurrent with Non-Excusable
Delay.
F) Weather Delay. A “Weather Delay Day” is a Working Day during which
Contractor and its forces, including Subcontractors, are unable to perform more than 40%
of the critical path Work scheduled for that day due to adverse weather conditions which
impair the ability to safely or effectively perform the scheduled critical path Work that day.
Adverse weather conditions may include rain, saturated soil, and Worksite cleanup
required due to adverse weather. Determination of what constitutes critical path Work
scheduled for that day will be based on the most current, City-approved schedule.
1) Based on historic records for the Project location from the Western
Regional Climate Center, Contractor’s schedule should assume the following
number of normal Weather Delay Days and precipitation for each month:
Month # Normal Weather Precipitation
Delay Days
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 51
January 6 2.86
February 6 2.66
March 6 2.29
April 3 1.20
May 1 0.44
June 0 0.10
July 0 0.02
August 0 0.07
September 1 0.19
October 2 0.76
November 4 1.51
December 5 2.43
Total 34 14.53
2) Contractor will be entitled to a non-compensable extension of the
Contract Time for each Weather Delay Day in excess of the normal Weather
Delay Days within a given month, as set forth in Section 5.3(F)(1) above, subject
to the following limitations:
a. Contractor must fully comply with the applicable procedures in
Article 5 and 6 of these General Conditions regarding requests to modify
the Contract Time.
b. Normal Weather Delay Days which do not occur during a given
month do not carry over to another month.
c. Contractor will not be entitled to an extension of time for a
Weather Delay Day to the extent Contractor is responsible for concurrent
delay on that day.
G) Recoverable Costs. Contractor is not entitled to compensation for Excusable
Delay unless it is Compensable Delay, as defined above. Contractor is entitled to recover
only the actual, direct, reasonable, and substantiated costs (“Recoverable Costs”) for
each working day that the Compensable Delay prevents Contractor from proceeding with
more than 50% of the critical path Work scheduled for that day, based on the most recent
progress schedule accepted by City. Recoverable Costs will not include home office
overhead or lost profit.
H) Request for Extension of Contract Time or Recoverable Costs. A request for
an extension of Contract Time or any associated Recoverable Costs must be submitted
in writing to City within ten calendar days of the date the delay is first encountered, even
if the duration of the delay is not yet known at that time, or any entitlement to the Contract
Time extension or to the Recoverable Costs will be deemed waived. In addition to
complying with the requirements of this Article 5, the request must be submitted in
compliance with the Change Order request procedures in Article 6 below. Strict
compliance with these requirements is necessary to ensure that any delay or
consequences of delay may be mitigated as soon as possible, and to facilitate cost-
efficient administration of the Project and timely performance of the Work. Any request for
an extension of Contract Time or Recoverable Costs that does not strictly comply with all
of the requirements of Article 5 and Article 6 will be deemed waived.
1) Required Contents. The request must include a detailed description of the
cause(s) of the delay, and must also describe the measures that Contractor has
taken to mitigate the delay and/or its effects, including efforts to mitigate the cost
impact of the delay, such as by workforce management or by a change in
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 52
sequencing. If the delay is still ongoing at the time the request is submitted, the
request should also include Contractor’s plan for continued mitigation of the
delay or its effects.
2) Delay Days and Costs. The request must specify the number of days of
Excusable Delay claimed, or provide a realistic estimate if the duration of the
delay is not yet known. If Contractor believes it is entitled to Recoverable Costs
for Compensable Delay, the request must specify the amount and basis for the
Recoverable Costs that are claimed, or provide a realistic estimate if the amount
is not yet known. Any estimate of delay duration or cost must be updated in
writing and submitted with all required supporting documentation as soon as the
actual time and cost is known. The maximum extension of Contract Time will be
the number of days, if any, by which an Excusable Delay or a Compensable
Delay exceeds any concurrent Non-Excusable Delay. Contractor is entitled to an
extension of Contract Time, or compensation for Recoverable Costs, only if, and
only to the extent that, such delay will unavoidably delay Final Completion.
3) Supporting Documentation. The request must also include any and all
supporting documentation necessary to evidence the delay and its actual
impacts, including scheduling and cost impacts with a time impact analysis using
critical path methodology and demonstrating the unavoidable delay to Final
Completion. The time impact analysis must be submitted in a form or format
acceptable to City.
4) Burden of Proof. Contractor has the burden of proving that: the delay was an
Excusable or Compensable Delay, as defined above; Contractor has made
reasonable efforts to mitigate the delay and its schedule and cost impacts; the
delay will unavoidably result in delaying Final Completion; and any Recoverable
Costs claimed by Contractor were actually incurred and were reasonable under
the circumstances.
5) Legal Compliance. Nothing in this Section 5.3 is intended to require the
waiver, alteration, or limitation of the applicability of Public Contract Code section
7102.
6) No Waiver. Any grant of an extension of Contract Time, or compensation for
Recoverable Costs due to Compensable Delay, will not operate as a waiver of
City’s right to assess liquidated damages for Non-Excusable Delay.
7) Dispute Resolution. In the event of a dispute over entitlement to an
extension of Contract Time or compensation for Recoverable Costs, Contractor
may not stop working pending resolution of the dispute, but must continue to
comply with its duty to diligently prosecute the performance and timely
completion of the Work. Contractor’s sole recourse for an unresolved dispute
based on City’s rejection of a Change Order request for an extension of Contract
Time or compensation for Recoverable Costs is to comply with the Dispute
Resolution provisions set forth in Article 12 below.
5.4 Liquidated Damages. It is expressly understood that if Final Completion is not achieved
within the Contract Time, City will suffer damages from the delay that are difficult to
determine and accurately specify. Pursuant to Public Contract Code section 7203, if
Contractor fails to achieve Final Completion within the Contract Time, City will charge
Contractor in the amount specified in the Contract for each day that Final Completion is
delayed beyond the Contract Time, as liquidated damages and not as a penalty.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 53
A) Liquidated Damages. Liquidated damages will not be assessed for any
Excusable or Compensable Delay, as set forth above.
B) Milestones. Liquidated damages may also be separately assessed for failure to
meet milestones specified elsewhere in the Contract Documents.
C) Setoff. City is entitled to deduct the amount of liquidated damages assessed
against any payments otherwise due to Contractor, including unreleased retention. If
there are insufficient Contract funds remaining to cover the full amount of liquidated
damages assessed, City is entitled to recover the balance from Contractor or its
performance bond surety.
D) Occupancy or Use. Occupancy or use of the Project in whole or in part prior to
Final Completion does not constitute City’s acceptance of the Project and will not operate
as a waiver of City’s right to assess liquidated damages for Contractor’s Non-Excusable
Delay in achieving Final Completion.
E) Other Remedies. City’s right to liquidated damages under this Section applies
only to damages arising from Contractor’s Non-Excusable Delay or failure to complete
the Work within the Contract Time. City retains its right to pursue all other remedies
under the Contract for other types of damage, including damage to property or persons,
or for defective materials or workmanship.
Article 6 - Contract Modification
6.1 Contract Modification and Changes in Work. Modifications to the Contract are valid
and legally binding only if duly authorized by a written and signed Change Order. City
may also make changes in the Work without invalidating the Contract. City may direct
changes in the Work, which may include Extra Work as set forth in subsection (B) below,
deletion or modification of portions of the Work, or other modifications determined by
City, acting in its sole discretion, to be in City’s best interest. Pursuant to section 3.23.170
of the Cupertino Municipal Code, City reserves the right to delete up to 25% of the Work.
Any change in the Work, whether directed by City or pursuant to Contractor’s request for
a Change Order under Section 6.2 below, will not be a valid and binding change to the
Contract unless it is formalized in a Change Order, which may include commensurate
changes in the Contract Price or Contract Time as applicable. Contractor must promptly
comply with City-directed changes in the Work in accordance with the original Contract
Documents, even if Contractor and City have not yet reached agreement as to
adjustments to the Contract Price or Contract Time for the change in the Work or for the
Extra Work . Contractor is not entitled to extra compensation pursuant to Public Contract
Code section 7101 based on cost reduction changes or “value engineering,” unless
otherwise specified in the Special Conditions, or unless expressly authorizing in advance
in writing by City.
A) Disputes. In the event of a dispute over entitlement to or the amount of a
change in Contract Time or a change in Contract Price related to a City-directed change
in the Work, Contractor must perform the Work as directed and may not delay its W ork or
cease W ork pending resolution of the dispute, but must continue to comply with its duty
to diligently prosecute the performance and timely completion of the Work, including the
Work in dispute. In the event that City and Contractor dispute whether a portion or
portions of the Work are already required by the Contract Documents or constitute Extra
Work, or otherwise dispute the interpretation of any portion(s) of the Contract Documents,
Contractor must perform the Work as directed and may not delay its Work or cease Work
pending resolution of the dispute, but must continue to comply with its duty to diligently
prosecute the performance and timely completion of the Work, including the Work in
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 54
dispute, as directed by City. Contractor’s sole recourse for an unresolved dispute related
to changes in the Work or performance of any Extra Work is to comply with the dispute
resolution provisions set forth in Article 12, below.
B) Extra Work. City may direct Contractor to perform Extra Work related to the
Project. Contractor must promptly perform any Extra Work as directed or authorized by
City in accordance with the original Contract Documents, even if Contractor and City
have not yet reached agreement on adjustments to the Contract Price or Contract Time
for such Extra W ork. Contractor must maintain detailed daily records that itemize the cost
of each element of Extra Work, and sufficiently distinguish the direct cost of the Extra
Work from the cost of other Work performed. For each day that Contractor performs
Extra Work, or Work that Contractor contends is Extra Work, Contractor must submit no
later than the following Working Day, a daily report of the Extra Work performed that day
and the related costs, together with copies of certified payroll, invoices, and other
documentation substantiating the costs (“Extra Work Report”). The Engineer will make
any adjustments to Contractor’s Extra Work Report(s) based on the Engineer’s records of
the W ork. When an Extra Work Report(s) is agreed on and signed by both City and
Contractor, the Extra Work Report(s) will become the basis for payment under a duly
authorized and signed Change Order. Failure to submit the required documentation by
close of business on the next Working Day is deemed a full and complete waiver for any
change in the Contract Price or Contract Time for any Extra Work performed that day.
C) Remedy for Non-Compliance. Contractor’s failure to promptly comply with a
City-directed change is deemed a material breach of the Contract, and in addition to all
other remedies available to it, City may, at its sole discretion, hire another contractor or
use its own forces to complete the disputed Work at Contractor’s sole expense, and may
deduct the cost from the Contract Price.
6.2 Contractor Change Order Requests. Contractor must submit a request or proposal for
a change in the Work, compensation for Extra Work, or a change in the Contract Price or
Contract Time as a written Change Order request or proposal.
A) Time for Submission. Any request for a change in the Contract Price or the
Contract Time must be submitted in writing to the Engineer within ten calendar days of
the date that Contractor first encounters the circumstances, information or conditions
giving rise to the Change Order request, even if the total amount of the requested change
in the Contract Price or impact on the Contract Time is not yet known at that time. If City
requests that Contractor propose the terms of a Change Order, unless otherwise
specified in City’s request, Contractor must provide the Engineer with a written proposal
for the change in the Contract Price or Contract Time within five working days of
receiving City’s request, in a form satisfactory to the Engineer.
B) Required Contents. Any Change Order request or proposal submitted by
Contractor must include a complete breakdown of actual or estimated costs and credits,
and must itemize labor, materials, equipment, taxes, insurance, subcontract amounts and
if applicable, Extra Work Reports. Any estimated cost must be updated in writing as soon
as the actual amount is known.
C) Required Documentation. All claimed costs must be fully documented, and any
related request for an extension of time or delay-related costs must be included at that
time and in compliance with the requirements of Article 5 of the General Conditions.
D) Required Form. Contractor must use City’s form(s) for submitting all Change
Order requests or proposals, unless otherwise specified by City.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 55
E) Certification. All Change Order requests must be signed by Contractor and
must include the following certification:
The undersigned Contractor certifies under penalty of perjury that its
statements and representations in this Change Order request are true and
correct. Contractor warrants that this Change Order request is comprehensive
and complete as to the Work or changes referenced herein, and agrees that any
costs, expenses, or time extension request not included herein is deemed
waived. Contractor understands that submission of claims which have no basis
in fact or which Contractor knows to be false may violate the False Claims Act,
as set forth in Government Code sections 12650 et seq.”
6.3 Adjustments to Contract Price. The amount of any increase or decrease in the
Contract Price will be determined based on one of the following methods, but in the order
provided with unit pricing taking precedence over the other methods:
A) Unit Pricing. Amounts previously provided by Contractor in the form of unit
prices, either in a bid schedule or schedule of values, will apply if unit pricing has
previously been provided in Contractor’s accepted bid schedule or schedule of values for
the affected Work. No additional markup for overhead, profit, or other indirect costs will
be added to the calculation.
B) Lump Sum. A mutually agreed upon lump sum for the affected Work with no
additional markup for overhead, profit, or other indirect costs.
C) Time and Materials. On a time and materials basis, including allowed markup
for overhead, profit, and all other indirect costs, and which may include a not-to-exceed
limit, calculated as the total of the following sums:
1) All direct labor costs plus 15% markup;
2) All direct material costs, including sales tax, plus 15% markup;
3) All direct plant and equipment rental costs, plus 15% markup;
4) All direct subcontract costs plus ten percent markup; and
5) Increased bond or insurance premium costs computed at 1.5% of total of the
previous four sums.
6.4 Unilateral Change Order. If the parties dispute the terms of a proposed Change Order,
including disputes over the amount of compensation or extension of time that Contractor
has requested, the value of deleted or changed Work, what constitutes Extra Work, or
quantities used, City may elect to issue a unilateral Change Order, directing performance
of the Work, and authorizing a change in the Contract Price or Contract Time for the
amount of compensation or added time that the City believes is merited. Contractor’s sole
recourse to dispute the terms of a unilateral Change Order is to submit a timely Claim
pursuant to Article 12, below.
6.5 Non-Compliance Deemed Waiver. Contractor waives its entitlement to any increase in
the Contract Price or Contract Time if Contractor fails to fully comply with the provisions
of this Article. Contractor will not be paid for unauthorized Extra Work.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 56
Article 7 - General Construction Provisions
7.1 Permits and Taxes.
A) General. Contractor must obtain and pay for all permits, fees, or licenses
required to perform the Work, except that if a City building permit is required, no fee will
be charged. Contractor must cooperate with and provide notifications to all government
agencies with jurisdiction over the Project, as may be required. Contractor must provide
City with copies of all notices, permits, licenses, and renewals required for the Work.
B) Federal Excise Tax. Contractor must pay for all taxes on labor, material and
equipment, except Federal Excise Tax to the extent that City is exempt from Federal
Excise Tax.
7.2 Temporary Facilities. Contractor must provide, at Contractor’s sole expense, any and
all temporary facilities for the Project, including an onsite staging area for material and
equipment, a field office, sanitary facilities, utilities, storage, scaffolds, barricades,
walkways, and any other temporary structure required to safely perform the Work along
with any incidental utility services. The location of all temporary facilities must be
approved by the City prior to installation.
A) Standards. Temporary facilities must be safe and adequate for the intended
use, and installed and maintained in accordance with all applicable federal, state, and
local laws, codes, and regulations.
B) Screening. Contractor must fence and screen the Project site and staging area,
and its operation must minimize inconvenience to neighboring properties and be
approved by the City.
C) Utilities. Contractor must install and maintain the light, power, water and all other
utilities required for the Project site, including the piping, wiring, lamps and related
equipment necessary to perform the Work.
D) Removal and Repair. Contractor must promptly remove all such temporary
facilities when they are no longer needed or upon completion of the Work, whichever
comes first. Contractor must promptly repair any damage to City’s property or to other
property caused by the installation, use, or removal of the temporary facilities, and must
promptly restore the property to its original or intended condition.
E) Additional Requirements. Additional provisions pertaining to temporary facilities
may be included in the Specifications or Special Conditions.
7.3 Noninterference and Additional Work Areas. Contractor must avoid interfering with
City’s use of its property at or adjacent to the Project site, including use of roadways,
entrances, parking areas, walkways, and structures. Contractor must also minimize
disruption of access to private property in the Project vicinity. Contractor must coordinate
with affected property owners, tenants, and businesses, and maintain some vehicle and
pedestrian access to their residences or properties at all times. Temporary access ramps,
fencing or other measures must be provided as needed. Before blocking access to a
private driveway or parking lot, Contractor must notify the affected parties of the pending
closure and allow them to remove vehicles. Private driveways, residences and parking
lots must have access to a roadway during non-Work hours.
A) Offsite Acquisition. Unless otherwise provided by City, Contractor must
acquire, use and dispose of, at its sole expense, any additional Work areas, easements,
and temporary facilities necessary to access and perform the Work.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 57
B) Offsite Staging Area and Field Office. If additional space beyond the Project
site is needed, such as for the staging area or the field office, Contractor may need to
make arrangements with the nearby property owner(s) to secure the space. Before using
or occupying any property owned by a third party, Contractor must provide City with a
copy of the necessary license agreement, easement, or other written authorization from
the property owner, together with a written release from the property owner holding City
harmless from any related liability, in a form acceptable to the City Attorney.
7.4 Signs. No signs may be displayed on or about City’s property, except signage which is
required by law or by the Contract Documents, without City’s prior written approval as to
size, design, and location.
7.5 Worksite and Nearby Property Protections.
A) General. Contractor is responsible at all times, on a 24-hour basis and at its sole
cost, for protecting the Work, the Project site, and the materials and equipment to be
incorporated into the Work, until the notice of completion has been recorded. Except as
specifically authorized by City, Contractor must confine its operations to the area of the
Project site indicated in the Drawings. Contractor is liable for any damage caused by
Contractor or its Subcontractors to the Work, City’s property, the property of adjacent or
nearby property owners, and the work or personal property of other contractors working
for City. In addition, Contractor is responsible for damage caused by its failure to
adequately secure the Work or any Worksite.
1) Subject to City’s approval, Contractor will provide and install safeguards
to protect the Work, the Project site, City’s real or personal property, and the real
or personal property of adjacent or nearby property owners.
2) Cupertino Sanitary District and the City of Sunnyvale own and operate
wastewater systems within Cupertino and they may not be interrupted. If the
Work disrupts existing sewer facilities, Contractor must immediately notify City to
determine who owns the system and establish a plan, subject to the systems
owner’s approval, to convey the sewage in closed conduits back into the sanitary
sewer system. Sewage must not be permitted to flow in trenches or be covered
by backfill.
3) Contractor must remove with due care, and store at City’s request, any
objects or material from the Project site that City will salvage or reuse at another
location.
4) If directed by Engineer, Contractor must promptly repair or replace any
property damage, as specified by the Engineer. However, acting in its sole
discretion, City may elect to have the property damage remedied otherwise, and
may deduct the cost to repair or replace the damaged property from payment
otherwise due to Contractor.
B) Securing Project Site. After completion of Work each day, Contractor must
secure the Project site and, to the extent feasible, make the area reasonably accessible
to the public unless City approves otherwise. All excess materials and equipment not
protected by approved traffic control devices must be relocated to the staging area or
demobilized. Trench spoils must be hauled off the Project site daily and open excavations
must be protected with steel plates. Contractor and Subcontractor personnel may not
occupy or use the Project site for any purpose during non-Work hours, except as may be
provided in the Contract Documents or pursuant to prior written authorization from City.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 58
C) Unforeseen Conditions. If Contractor encounters facilities, utilities, or other
unknown conditions not shown on or reasonably inferable from the Drawings or apparent
from inspection of the Project site, Contractor must immediately notify the City and
promptly submit a Request for Information to the Engineer. Contractor must avoid taking
any action which could cause damage to the facilities or utilities pending further direction
from the Engineer. The Engineer’s written response will be final and binding on
Contractor. If the Engineer’s subsequent direction to Contractor affects Contractor’s cost
or time to perform the Work, Contractor may submit a Change Order request as set forth
in Article 6 above.
D) Support; Adjacent Properties. Contractor must provide, install, and maintain all
shoring, bracing, and underpinning necessary to provide support to City’s property and
adjacent properties and improvements thereon. Contractor must provide notifications to
adjacent property owners as may be required by law.
7.6 Materials and Equipment.
A) General. Unless otherwise specified, all materials and equipment required for
the Work must be new, free from defects, and of the best grade for the intended purpose,
and furnished in sufficient quantities to ensure the proper and expeditious performance of
the Work. Contractor must employ measures to preserve the specified quality and fitness
of the materials and equipment. Unless otherwise specified, all materials and equipment
required for the Work are deemed to include all components required for complete
installation and intended operation, and must be installed in accordance with the
manufacturer’s recommendations or instructions. Contractor is responsible for all
shipping, handling, and storage costs associated with the materials and equipment
required for the Work, Contractor is responsible for providing security and protecting the
Work and all of the required materials, supplies, tools and equipment at Contractor’s sole
cost until City has formally accepted the Project as set forth in Section 11.1 below.
Contractor will not assign, sell, mortgage, or hypothecate any materials or equipment for
the Project, or remove any materials or equipment that have been installed or delivered.
B) City-Provided. If the Work includes installation of materials or equipment to be
provided by City, Contractor is solely responsible for the proper examination, handling,
storage, and installation in accordance with the Contract Documents. Contractor must
promptly notify City of any defects discovered in City-provided materials or equipment.
Contractor is solely responsible for any loss of or damage to such items which occurs
while the items are in Contractor’s custody and control, the cost of which may be offset
from the Contract Price and deducted from any payment(s) due to Contractor.
C) Existing City Equipment. Contractor will carefully remove all existing
equipment from the Worksite. If the City specifies or indicates that equipment is to be
salvaged and reused or to remain the property of City then the Contractor will reuse or
return the equipment to the City. Contractor will store and protect salvaged equipment
specified to be reused in the Work. Contractor will delivery to the City in good condition
the equipment that is to remain City property but not be reused in the Work.
1) If an item specified to be salvaged is damaged during its removal,
storage, or handling through carelessness or improper procedures, then
Contractor will replace that equipment in kind or with a new item. For those items
specified to be salvaged Contractor may choose to instead furnish and install
new equipment, in which case the original, removed items will become
Contractor’s property. Existing materials and equipment removed by Contractor
will only be reused in the Work if so specified or indicated by the City.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 59
D) Intellectual Property Rights. Contractor must, at its sole expense, obtain any
authorization or license required for use of patented or copyright protected materials,
equipment, devices or processes that are incorporated into the Work. Contractor’s
indemnity obligations in Article 4 apply to any claimed violation of intellectual property
rights in violation of this provision.
E) Certificate of Compliance. When a Certificate of Compliance is specified, or for
any material or item (“material”) produced or assembled outside of the United States,
Contractor must submit a Certificate of Compliance before incorporating that material into
the Project. A Certificate of Compliance must be submitted for each lot of material
delivered to the Project site, and in a form acceptable to the Engineer, identifying the
material, its source, and the lot. Each Certificate of Compliance must be signed by the
material producer stating that the material fully complies with the applicable requirements
of the Specifications. Submission of a Certificate of Compliance will not limit Contractor’s
continuing obligation to use only materials that conform with the requirements of the
Contract Documents. Any materials furnished pursuant to a Certificate of Compliance
may be inspected or tested at any time by City, subject to the inspection and testing
provisions of Article 7, and defective or non-conforming material may be rejected at any
time, even if already installed.
F) Site Materials. Except as otherwise specified, City retains full ownership of and
all rights to use any water, soil, stone, gravel, sand, minerals or other materials (“Site
Materials”) on City property, including the Project site, and including any site materials
that have been extracted, excavated, or otherwise affected or made accessible by
performance of the Work. However, City, acting in its sole discretion, may provide written
authorization in the Specifications or in a Change Order for Contractor to make use of or
incorporate specified Site Materials in the Work.
7.7 Substitutions.
A) “Or Equal.” Any Specification designating a material, product, or thing
collectively, “item”) or service by specific brand or trade name, followed by the words “or
equal,” is intended only to indicate the quality and type of item or service desired, and
Contractor may request use of any equal item or service.
B) Request for Substitution. A request for substitution of an item or service must
be submitted in writing to the Engineer for approval in advance, within the applicable time
period provided in the Contract Documents. If no time period is specified, the substitution
request may be submitted any time within 35 days after the date of award of the Contract,
or sufficiently in advance of the time needed to avoid delay of the Work, whichever is
earlier. The request must be submitted on the City’s Substitution Request Form.
C) Substantiation. Any available data substantiating the proposed substitute as an
equal item or service must be submitted with the written request for substitution.
Contractor’s failure to timely provide all necessary substantiation, including any required
test results as soon as they are available, is grounds for rejection of the proposed
substitution, without further review.
D) Burden of Proving Equality. Contractor has the burden of proving the equality
of the proposed substitution at Contractor’s sole cost, including testing using methods
acceptable to City. City has sole discretion to determine whether a proposed substitution
is equal, and City’s determination is final.
E) Approval or Rejection. If the proposed substitution is approved, Contractor is
solely responsible for any additional costs or time associated with the substituted item or
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 60
service. If the proposed substitution is rejected, Contractor must, without delay, install the
item or use the service as specified by City.
F) Contractor’s Obligations. City’s approval of a proposed substitution will not
relieve Contractor from any of its obligations under the Contract Documents. In the event
Contractor makes an unauthorized substitution, Contractor will be solely responsible for
all resulting cost impacts, including the cost of removal and replacement and the impact
to other design elements.
7.8 Inspection and Testing.
A) General. All materials, equipment, and workmanship used in the Work are
subject to inspection and testing by City at all times and locations during construction
and/or fabrication and at any W orksite, including at shops and yards as well as at the
Project site, or at the plant of a manufacturer of materials or items to be incorporated into
the Work. All manufacturers’ application or installation instructions must be provided to
the Inspector at least ten days prior to the first such application or installation. Contractor
must, at all times, make the Work available for inspection.
B) Scheduling and Notification. Contractor must cooperate with City in
coordinating the inspections and testing. Contractor must submit samples of materials,
and schedule all tests required by the Contract Documents in time to avoid any delay to
the progress of the Work. Contractor must notify the Engineer in writing no later than two
Working Days before any inspection or testing is being requested, and must provide
timely notice to the other necessary parties as specified in the Contract Documents. If
Contractor schedules an inspection or test beyond regular Work hours, or on a Saturday,
Sunday, or recognized City holiday, Contractor must seek, in writing, Engineer’s approval
at least two Working Days in advance. If approved, Contractor must reimburse City for
the cost of the overtime inspection or testing. Such costs, including the City’s hourly costs
for required personnel and Inspector, may be deducted from payments otherwise due to
Contractor.
C) Responsibility for Costs. City will bear the initial cost of inspection and testing
to be performed by independent inspections and/or testing consultants retained by City,
subject to the following exceptions:
1) Contractor will be responsible for the costs of any subsequent inspections
and/or tests which are required to substantiate compliance with the Contract
Documents, and any associated remediation costs.
2) Contractor will be responsible for inspection and testing costs, at the rate
charged by the consultant retained by the City to provide inspection and testing
services, and for inspection and testing time lost because the Work is not ready
or Contractor fails to appear for a scheduled inspection.
3) If any portion of the Work that is subject to inspection or testing is covered or
concealed by Contractor prior to the inspection or testing, Contractor will bear the
cost of making that portion of the Work available for the inspection or testing
required by the Contract Documents, and any associated repair or remediation
costs.
4) Contractor is responsible for properly shoring all compaction test sites deeper
than five feet below grade, as required under Section 7.15 below.
5) Any Work or material that is defective or fails to comply with the requirements
of the Contract Documents must be promptly repaired, removed, replaced, or
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 61
corrected by Contractor, at Contractor’s sole expense, even if that Work or
material was previously inspected or included in a progress payment.
D) Contractor’s Obligations. All Work and materials must conform with the lines,
grades, typical cross sections, dimensions, material requirements, and tolerances shown
or described by the Drawings and Specifications. City, acting in its sole discretion, will
determine whether Work or materials conform with the Drawings and Specifications,
including allowable deviations. City’s determination as to conformity or allowable
deviations is final. Contractor is solely responsible for any delay occasioned by
remediation of defective or noncompliant Work or material. Inspection of the Work does
not in any way relieve Contractor of its obligations to perform the Work as specified. Any
Work done without the required inspection(s) will also be subject to rejection by City.
E) Distant Locations. If required off-site testing or inspection must be conducted
at a location more than 100 miles from the Project site, Contractor is solely responsible
for the additional travel costs required for testing and/or inspection at such locations.
F) Plant Inspection. If specified in the Contract Documents, or upon written
request by City, Contractor must use its best efforts to facilitate and arrange for City’s
inspection, sampling or testing of materials or items required for the Work at the plant or
facility from which the materials or items are to be obtained. Contractor’s best efforts
must include contacting the producer or manufacturer on a timely basis to schedule
inspection by City’s selected representative, including appropriate access and any safety
equipment, all at no cost to City. The inspection must be scheduled sufficiently in
advance of the planned shipping or production date to allow for alternative arrangements
if the City determined that the materials or items do not meet the requirements of the
Drawings and Specifications. Nothing in this provision obligates City to inspect materials
or items at the source plant or facility.
G) Final Inspection. The provisions of this Section 7.8 apply to final inspection
under Article 11, Completion and Warranty Provisions.
7.9 Worksite Conditions and Maintenance. Contractor must at all times, on a 24-hour
basis and at its sole cost, maintain the Project site and staging and storage areas in
clean and neat condition and in compliance with all regulatory requirements for air quality
and dust control. Contractor must also, on a daily basis and at its sole cost, remove and
properly dispose of the debris and waste materials from the Project site.
A) Protection of Existing Property, Structures, and Utilities. If the Drawings
indicate existing above-grade and below-grade structures, drainage lines, storm drains,
sewers, water, gas, electrical, phone and data cable, and other similar items or utilities
known to the City, then Contractor will locate these known existing installations before
proceeding with trenching or other operations which may cause damage, will maintain
them in service where appropriate, and will repair any damage caused to them by the
Work, at no increase in the Contract Price.
1) The Contractor may temporarily mark or paint the ground, pavement,
sidewalk, or any other improvements, but must not do so in a public right-of-way
or on the Site more than 30 days prior to the commencement of excavation work
performed in connection with an installation. Any mark or paint must be removed
from all surfaces, including any decorative work, within 30 days of the completion
of the excavation work. The Contractor is responsible for any expense
associated with damages caused by the Contractor’s mark or paint, including the
removal thereof.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 62
2) The Contractor will record the location and existence of pavement markers
and striping prior to construction, and will provide such records to the Engineer.
The Contractor will replace in kind any permanent paving marker or striping that
it removes or damages, or as marked in the Plans, at its expense.
B) Air Emissions Control. Contractor must not discharge smoke or other air
contaminants into the atmosphere in violation of any applicable law, regulation or rule.
C) Dust and Debris. Contractor must minimize and confine dust and debris
resulting from the Work. Contractor must abate dust nuisance by cleaning, sweeping, and
immediately sprinkling with water excavated areas of dirt or other materials prone to
cause dust, and within one hour after the Engineer notifies Contractor that an airborne
nuisance exists. The Engineer may direct that Contractor provide an approved water-
spraying truck for this purpose. If the Engineer determines that the dust control is not
adequate, City may have the work done by others and deduct the cost from the Contract
Price. Contractor will immediately remove any excess excavated material from the
Worksite and any dirt deposited on public streets.
D) Clean up. Before discontinuing Work in an area, Contractor must clean the area
and remove all debris and waste along with the construction equipment, tools, machinery,
waste and surplus materials.
1) Except as otherwise specified, all excess Project materials, and the materials
removed from existing improvements on the Project site with no salvage value or
intended reuse by City, will be Contractor’s property.
2) Hauling trucks and other vehicles leaving the Project site must be cleaned of
exterior mud or dirt before traveling on City streets. Materials and loose debris
must be delivered and loaded to prevent dropping materials or debris. Contractor
must immediately remove spillage from hauling on any publicly traveled way.
Streets affected by Work on the Project must be kept clean by street sweeping.
E) Disposal. Contractor must dispose of all Project debris and waste materials in a
safe and legal manner. Contractor may not burn or bury waste materials on the Project
site. Contractor will not allow any dirt, refuse, excavated material, surplus concrete or
mortar, or any associated washings, to be disposed of onto streets, into manholes or into
City’s storm drain system.
F) Completion. At the completion of the Work, Contractor must remove from the
Worksite all of its equipment, tools, surplus materials, waste materials and debris,
presenting a clean and neat appearance. Before demobilizing from the Worksite,
Contractor must ensure that all surfaces are cleaned, sealed, waxed, or finished as
applicable, and that all marks, stains, paint splatters, and the like have been properly
removed from the completed Work and the surrounding areas. Contractor must ensure
that all parts of the construction are properly joined with the previously existing and
adjacent improvements and conditions. Contractor must provide all cutting, fitting and
patching needed to accomplish that requirement. Contractor must also repair or replace
all existing improvements that are damaged or removed during the Work, both on and off
the Project site, including curbs, sidewalks, driveways, fences, signs, utilities, street
surfaces and structures. Repairs and replacements must be at least equal to the
previously existing improvements, and the condition, finish and dimensions must match
the previously existing improvements.
G) Non-Compliance. If Contractor fails to comply with its maintenance and cleanup
obligations or any City clean up order, City may, acting in its sole discretion, elect to
suspend the Work until the condition(s) is corrected with no increase in the Contract Time
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 63
or Contract Price, or undertake appropriate cleanup measures without further notice and
the cost will be deducted from any amounts due or to become due to Contractor.
7.10 Instructions and Manuals. Contractor must provide to City two bound copies and an
electronic PDF copy of each of all instructions and manuals required by the Contract
Documents, unless otherwise specified. These must be complete as to drawings, details,
parts lists, performance data, and other information that may be required for City to easily
maintain and service the materials and equipment installed for this Project.
A) Submittal Requirements. All manufacturers’ application or installation
instructions must be provided to City at least ten days prior to the first such application.
The instructions and manuals, along with any required guarantees, must be delivered to
City for review.
B) Training. Contractor or its Subcontractors must instruct City’s personnel in the
operation and maintenance of any complex equipment as a condition precedent to Final
Completion, if required in the Contract Documents.
7.11 As-built Drawings. Contractor and its Subcontractors must prepare and maintain at the
Project site a detailed, complete and accurate as-built set of Drawings which will be used
solely for the purpose of recording changes made in any portion of the original Drawings
in order to create accurate record drawings at the end of the Project.
A) Duty to Update. The as-built drawings must be updated as changes occur, on a
daily basis if necessary. Progress payments may be delayed, in whole or in part, until the
as-built drawings are brought up to date to the satisfaction of City. Actual locations to
scale must be identified on the as-built drawings for all runs of mechanical and electrical
work, including all site utilities installed underground, in walls, floors, or otherwise
concealed. Deviations from the original Drawings must be shown in detail. The exact
location of all main runs, whether piping, conduit, ductwork or drain lines, must be shown
by dimension and elevation. The location of all buried pipelines, appurtenances, or other
improvements must be represented by coordinates and by the horizontal distance from
visible above-ground improvements.
B) Final Completion. Contractor must verify that all changes in the Work are
depicted in the as-built drawings and must deliver the complete set of as-built drawings to
the Engineer for review and approval as a condition precedent to Final Completion and
Final Payment.
7.12 Existing Utilities. As required by Government Code section 4215, if, during the
performance of the Work, Contractor discovers utility facilities not identified by City in the
Contract Documents, Contractor must immediately provide written notice to City and the
utility. City assumes responsibility for the timely removal, relocation, or protection of
existing main or trunk line utility facilities located on the Project site if those utilities are
not identified in the Contract Documents. Contractor will be compensated in accordance
with the provisions of the Contract Documents for the costs of locating, repairing damage
not due to Contractor’s failure to exercise reasonable care, and removing or relocating
utility facilities not indicated in the Drawings or Specifications with reasonable accuracy,
and for equipment on the Project necessarily idled during such work. Contractor will not
be assessed liquidated damages for delay in completion of the Work, to the extent the
delay was caused by City’s failure to provide for removal or relocation of the utility
facilities.
7.13 Notice of Excavation. Contractor must comply with all applicable operator
requirements in Government Code sections 4216 through 4216.5. Government Code
section 4216.2 requires that, except in an emergency, Contractor must contact the
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 64
appropriate regional notification center, or Underground Services Alert, at least two
working days but not more than 14 calendar days before starting any excavation if the
excavation will be conducted in an area that is known, or reasonably should be known, to
contain subsurface installations, and, if practical, Contractor must delineate with white
paint or other suitable markings the area to be excavated. Contractor may not begin
excavation until it has obtained and submitted to Engineer an inquiry identification
number from Underground Services Alert.
7.14 Trenching and Excavations of Four Feet or More. As required by Public Contract
Code section 7104, if the Work includes digging trenches or other excavations that
extend deeper than four feet below the surface, the provisions in this Section apply to the
Work and the Project.
A) Duty to Notify. Contractor must promptly, and before the following conditions
are disturbed, provide written notice to City if Contractor finds any of the following
conditions:
1) Material that Contractor believes may be a hazardous waste, as defined in
section 25117 of the Health and Safety Code, that is required to be removed to a
Class I, Class II, or Class III disposal site in accordance with the provisions of
existing law;
2) Subsurface or latent physical conditions at the Worksite differing from those
indicated by information about the Worksite made available to bidders prior to the
deadline for submitting bids; or
3) Unknown physical conditions at the Worksite of any unusual nature,
materially different from those ordinarily encountered and generally recognized
as inherent in work of the character required by the Contract Documents.
B) City Investigation. City will promptly investigate the conditions and if City finds
that the conditions materially differ or involve hazardous waste, and cause a decrease or
increase in Contractor’s cost of, or the time required for, performance of any part of the
Work, City will issue a Change Order.
C) Disputes. In the event that a dispute arises between City and Contractor
regarding any of the conditions specified in subsection (A) above, Contractor will not be
excused from completing the Work within the Contract Time, but must proceed with all
Work to be performed under the Contract. Contractor will retain any and all rights
provided either by the Contract or by law which pertain to the resolution of disputes
between Contractor and City.
7.15 Trenching of Five Feet or More. As required by Labor Code section 6705, if the
Contract Price exceeds $25,000 and the Work includes the excavation of any trench or
trenches of five feet or more in depth, a detailed plan must be submitted to City for
acceptance in advance of the excavation. The detailed plan must show the design of
shoring, bracing, sloping, or other provisions to be made for worker protection from the
hazard of caving ground during the excavation. If the plan varies from the shoring
system standards, it must be prepared by a California registered civil or structural
engineer. Use of a shoring, sloping, or protective system less effective than that required
by the Construction Safety Orders is prohibited.
7.16 New Utility Connections. Except as otherwise specified. City will pay connection
charges and meter costs for new permanent utilities required by the Contract Documents,
if any. Contractor must notify City sufficiently in advance of the time needed to request
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 65
service from each utility provider so that connections and services are initiated in
accordance with the Project schedule.
7.17 Lines and Grades. Contractor is required to use any benchmark provided by the
Engineer. Unless otherwise specified in the Contract Documents, Contractor must
provide all lines and grades required to execute the Work. Contractor must also provide,
preserve, and replace if necessary, all construction stakes required for the Project. All
stakes or marks must be set by a California licensed surveyor or a California registered
civil engineer. Contractor must notify the Engineer of any discrepancies found between
Contractor’s staking and grading and information provided by the Contract Documents.
Upon completion, all Work must conform to the lines, elevations, and grades shown in
the Plans.
7.18 Historic or Archeological Items.
A) Contractor’s Obligations. Contractor must ensure that all persons performing
Work at the Project site are required to immediately notify the Project Manager, upon
discovery of any potential historic or archeological items, including historic or prehistoric
ruins, a burial ground, archaeological or vertebrate paleontological site, including
fossilized footprints or other archeological, paleontological or historical feature on the
Project site (collectively, “Historic or Archeological Items”).
B) Discovery; Cessation of Work. Upon discovery of any potential Historic or
Archeological Items, Work must be stopped within an 85-foot radius of the find and may
not resume until authorized in writing by City. If required by City, Contractor must assist
in protecting or recovering the Historic or Archeological Items, with any such assistance
to be compensated as Extra W ork on a time and materials basis under Article 6, Contract
Modification. Any suspension of Work required due to discovery of Historic or
Archeological Items will be treated as a suspension for convenience under Article 13.
7.19 Recycling and Waste Disposal.
A) Approved Recycling Facility. Contractor must dispose of all recyclable
materials at a recycling facility approved by the Engineer.
B) Inert Solids and Plant Materials. Contractor must remove all asphalt concrete,
Portland cement concrete, aggregate base material, inert solids and any plant material
from the Project site and deposit at an approved recycling facility. Contractor must
conform the above material to an acceptable size and composition for recycling.
C) Recyclable Materials. Contractor must recycle at least 65% of all materials at
an approved recycling facility.
D) Waste Management Plan and Disposal Report. If the California Green
Building Standards Code applies to the Project, Contractor must submit to the City a
waste management plan prior to starting work. A disposal report is required upon
completion of the Project, for materials that are hauled by Contractor or by the City’s
franchised hauler. If a waste management plan is required it must be available
throughout the duration of the Project for examination by the City. Electronic submittals
are acceptable. The waste management plan must include the following:
1) Project title and number;
2) Identify the construction methods that will be employed to reduce waste;
3) Type of material(s) to be recycled, salvaged or landfilled;
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 66
4) Specify if the waste will be sorted onsite or bulk-mixed; and
5) Name and address of recycling facilit(ies) and landfill(s) to be used;
The disposal report must include the following:
1) Project title;
2) Date and time of disposal;
3) Truck number;
4) Type of material recycled, salvaged, or landfilled;
5) Weight of material recycled, salvaged, or landfilled;
6) Name and address of recycling facility or landfill;
7) Certification or weight tags from facility;
8) Weight tags for all material landfilled; and
9) If the recycling goal is not met, provide an explanation, to be approved
by City, for why it was not met.
E) Collection of Waste and Debris. Collection of garbage, mixed non-organic
recyclables, organic waste, and any construction or demolition materials in debris boxes,
compactors, or bin-by-the-day services that are not City franchisees or otherwise agents
of the City is prohibited. Notwithstanding the above, Contractor must dispose of debris
from the Project in one of the following:
1) Franchised hauler bin;
2) A bin owned by Contractor or a demolition Subcontractor provided that it
is hauled by an employee of the Contractor or the demolition Subcontractor and
by a vehicle owned and registered to the Contractor or the demolition
Subcontractor; or
3) Private truck with a bed.
F) Recycling Containers. The disposal of garbage in containers designated for
compostable waste recycling is prohibited.
7.20 Storm Water Pollution Control
A) Storm Drains. Contractor will comply with all state and federal storm water
regulations. Contractor will not allow any waste materials or pollutants to enter the storm
drainage system.
B) Best Management Practices. Contractor must remove any waste found or
generated at the Project site using the appropriate Best Management Practices (BMPs),
and must properly dispose of the waste or pollutants off-site. If solid or liquid waste
materials or pollutants from the Project enter the storm drain system, Contractor must
immediately notify the City’s Environmental Services Division, and thoroughly clean up
the affected catch basins, storm sewer, and storm manholes to the satisfaction of the
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 67
Engineer. If Contractor fails to meet the requirements of this section, the City may issue
a stop-work notice and take necessary action to require Contractor to set up preventive
measures or clean up the storm drainage system. Contractor will bear all costs related to
the stop-work action and corrective work, and will not be entitled to an extension of the
Contract time for any resulting delay.
C) Stormwater Permit. Contractor must control all water pollution pursuant to the
Contract Documents, the State Water Resources Control Board National Pollutant
Discharge Elimination System (“NPDES”) General Permit for Storm Water Discharges
Associated with Construction and Land Disturbance Activities (“Stormwater Permit”). If
required for the Work, a copy of the Stormwater Permit is on file in City’s principal
administrative offices, and Contractor must comply with the same without adjustment of
the Contract Price or the Contract Time. Contractor must timely and completely submit
required reports and monitoring information required by the conditions of the Stormwater
Permit. Contractor also must comply with all other applicable state, municipal or regional
laws, ordinances, rules or regulations governing discharge of stormwater, including
applicable municipal stormwater management programs.
D) Failure to Comply with Stormwater Permit. Contractor must pay all costs and
liabilities imposed by law as a result of Contractor's failure to comply with the provisions
set forth in the Contract Documents. Such costs and liabilities include, but are not limited
to, fines, penalties, and damages, whether assessed against the City or Contractor,
including those levied under the Federal Clean Water Act and the State Porter Cologne
Water Quality Act.
E) Storm Water Pollution Prevention Plan Preparation. Contractor must
incorporate the following BMPs, as applicable, into a site-specific Storm Water Pollution
Prevention Plan (SWPPP) if required for this Project. The SWPPP must be approved by
the Engineer prior to construction.
1) Non Hazardous Material/Waste Management.
a. Contractor must designate areas of the Project site suitable for
material delivery, storage, and waste collection that, to the maximum
extent practicable, are near construction entrances and away from catch
basins, gutters, drainage courses, and creeks.
b. Contractor must store granular material at least 10 feet away
from catch basin and curb returns.
c. Contractor must prevent granular material to enter the storm
drains or creeks.
d. During wet weather and when rain is forecast in the next 24
hours, Contractor must cover granular material with a tarpaulin and
surround the material with sand bags or other weights to ensure that
tarpaulin does not expose the material during wind and rain.
e. Contractor will use minimal amounts of water to control dust on a
daily basis or as directed by the Engineer.
f. At the end of each working day or as directed by the City,
Contractor must clean and sweep roadways and on-site paved areas of
all materials on or adjacent to the Worksite.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 68
g. Throughout the working day and at the end of each working day,
or as directed by the City, Contractor must pick up litter, trash, scrap,
waste material, and debris from the Project site and any adjacent
sidewalk, curb, and gutter area. Contractor must keep the site and
perimeter free from cigarette butts and other litter.
h. Contractor must ensure that lids for trash receptacles are kept
closed and that trash receptacles are maintained in a manner that
prevents overflows.
i. Contractor must maintain a clean and litter-free area around all
trash receptacles on the site.
j. Contractor will not use water to flush down streets in place of
street sweeping or other dry methods of spill cleanup such as applying
absorbent, sweeping up material and disposing it in a waste bin.
k. In addition to Contractor’s obligation to recycle materials
pursuant to Section 7.19 of the General Conditions, Contractor must, to
the maximum extent practicable, reuse or recycle any useful construction
materials generated during the Project.
l. Contractor must inspect any waste and recycling receptacles for
leaks, and must contact the City’s trash hauling franchisee to
immediately replace or repair any leaking receptacles.
m. Contractor will not discharge water on-site as a result of cleaning
recycling or trash receptacles.
n. Contractor must arrange for regular waste collection before
receptacles overflow, and must adjust the frequency of service or the
receptacle size as needed to ensure that overflows do not occur.
2) Hazardous Material/Waste Management.
a. Contractor must label and store all hazardous materials including
but not limited to pesticides, paints, thinners, solvents, and fuels; and all
hazardous wastes, including but not limited to waste oil and antifreeze; in
accordance with the City’s Hazardous Materials Storage Ordinance and
all applicable state and federal regulations.
b. Contractor must keep an accurate, up-to-date inventory,
including Materials Safety Data Sheets (MSDSs), of hazardous materials
and hazardous wastes stored on-site.
c. When rain is forecast within 24 hours or during wet weather, the
Contractor must not apply chemicals such as pesticides and cleaners, or
any materials that may potentially enter the storm drain system, in
outside areas.
d. Contractor must not over-apply pesticides or fertilizers and must
follow materials manufacturer’s instructions regarding uses, protective
equipment, ventilation, flammability, and mixing of chemicals. Over-
application of a pesticide constitutes a “label violation” subject to an
enforcement action by the Santa Clara County Agriculture Department.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 69
e. Contractor must arrange for regular hazardous waste collection
to comply with all applicable time limits on storage of hazardous wastes.
f. Contractor must dispose of hazardous waste only at authorized
and permitted treatment, storage and disposal facilities, and must use
only licensed hazardous waste haulers to remove the waste off-site,
unless quantities to be transported are below applicable threshold limits
for transportation specified in state and federal regulations.
g. If Contractor’s business office is located in Santa Clara County,
Contractor may dispose of this waste through the Countywide Hazardous
Waste Program. Businesses generating less than 27 gallons or 220
pounds of hazardous waste per month are legally classified as
conditionally exempt small quantity generators (CESQGs). Information
on the CESQG program may be requested by calling the County at (408)
299-7300.
3) Spill Prevention and Control.
a. Contractor must keep a stockpile of spill cleanup materials, such
as rags or absorbents, readily accessible on-site.
b. Contractor must immediately contain and prevent leaks and
spills from entering storm drains, and properly clean up and dispose of
the waste and cleanup materials, using dry methods to the extent
feasible. If the waste is hazardous, Contractor must handle the waste as
described in subsection (2) above.
c. Contractor will not wash any spilled material into streets, gutters,
storm drains, or creeks and will not bury spilled hazardous materials.
d. Contractor must report any hazardous materials spill by calling
911 and must notify the City’s Public Works Environmental Division at
408-777-3354.
4) Vehicle/Equipment Cleaning.
a. Contractor will not perform vehicle or equipment cleaning on-site
or in the street using soaps, solvents, degreasers, steam cleaning
equipment, or equivalent methods.
b. Contractor must perform vehicle or equipment cleaning, with
water only, in a designated, bermed, pervious area that will not allow
rinse water to run offsite or into streets, gutters, storm drains, or creeks.
5) Vehicle/Equipment Maintenance and Fueling.
a. Contractor will not perform maintenance and fueling of vehicles
onsite.
b. Contractor must perform maintenance and fueling of equipment
only when necessary, and in a designated, bermed area or over a drip
pan that will not allow run-on of storm water or runoff of spills.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 70
c. Contractor must use secondary containment, such as a drip pan,
to catch leaks or spills any time that equipment fluids are dispensed,
changed, or poured.
d. Contractor must keep a stockpile of spill cleanup materials, such
as rags or absorbents, readily accessible on-site to clean up drips and
spills.
e. Contractor must clean up leaks and spills of vehicle or
equipment fluids immediately and dispose of the waste and cleanup
materials as hazardous waste, as described above.
f. Contractor will not wash any spilled material into streets, gutters,
storm drains, or creeks and shall not bury spilled hazardous materials.
g. Contractor must report any hazardous materials spill by calling
911. After the emergency has been reported, Contractor must notify the
City’s Public Works Environmental Division.
h. Contractor must inspect vehicles and equipment arriving on-site
for leaking fluids and shall promptly repair leaking vehicles and
equipment. Drip pans must be used to catch leaks until repairs are
made. Shut-off valves on equipment must be working properly.
i. Contractor must comply with federal, state and City requirements
for above-ground storage tanks.
6) Contractor Training and Awareness.
a. Contractor must train all employees and Subcontractors on the
SWPPP requirements contained in these General Conditions.
b. Contractor must include appropriate provisions in its
subcontracts to ensure that these SWPPP requirements are met.
c. Contractor must post warning signs in areas treated with
chemicals.
d. Contractor must paint City-approved stencil or, preferably, apply
steel medallions to, any new catch basins with the “No Dumping, Flows
to Creek” stencil or medallion markers available from the City’s Public
Works Environmental Division.
7) Activity-Specific Requirements. The following requirements apply if the
Project includes the listed activities.
a. Dewatering or Pumping Operations.
i) Contractor must not discharge water to the storm drain
system. Water discharges must be directed to a pervious,
landscaped, or bioretention area where water will be infiltrated
without causing runoff, or routed to the sanitary sewer system
after obtaining a permit from Cupertino Sanitary District or
Sunnyvale Sanitary, depending on which has jurisdictional
authority, or contained using a Baker tank or other means to
collect the water for re-use or safe and legal disposal.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 71
Contractor may contact the City’s Environmental Division for
more information on these control measures.
ii) Contractor must obtain approval of the Engineer for any
control measure in advance.
iii) Contractor must reuse water for other needs, including
but not limited to dust control or irrigation, to the maximum extent
practicable.
b. Paving Operations.
i) When rain is forecast within 24 hours or during wet
weather, the Engineer may require that paving be delayed for
more suitable conditions.
ii) The Engineer may direct Contractor to protect drainage
courses by using control measures, including but not limited to,
earth dike, straw bale, and sand bag, to divert runoff or trap and
filter sediment. Contractor must refer to California Storm Water
Best Management Practice Handbook for these control
measures.
iii) Contractor must place drip pans or absorbent material
under paving equipment when not in use.
iv) Contractor must securely cover catch basins and
manholes when paving or applying seal coat, tack coat, slurry
seal, or fog seal.
v) Contractor must remove, clean and reapply or replace
catch basin covers as often as needed to ensure protection of
the storm drain system from any material other than rain.
vi) Before Final Completion, Contractor must remove and
dispose of all catch basin covers and material trapped by the
covers. If Contractor fails to remove and dispose of the covers
and materials trapped, City reserves the right to delay final
inspection and/or deduct monies from payments due Contractor
to compensate the City for its additional costs for removal and
disposal of catch basin protection (BMPs).
vii) If the paving operation includes an on-site mixing plant,
Contractor must comply with Santa Clara County General
Industrial Activities Storm Water Permit requirements.
viii) Contractor must preheat, transfer or load hot bituminous
material away from drainage systems or watercourses.
ix) Contractor will not sweep or wash down excess sand
placed as part of a sand seal or to absorb excess oil) into
streets, gutters, storm drains, or creeks. Contractor must either
collect the sand and return it to the stockpile, or dispose of it in a
trash container. Contractor will not use water to wash down
fresh asphalt concrete pavement.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 72
c. Saw Cutting.
i) Contractor must use as little water as possible during
saw cutting and grinding operations.
ii) Contractor must cover or barricade catch basins using
control measures, including but not limited to as filter fabric,
straw bales, sand bags, and fine gravel dams, to keep slurry out
of the storm drain system. When protecting a catch basin,
Contractor must ensure that the entire opening is covered.
Contractor must refer to California Storm Water Best
Management Practice Handbook for these control measures.
iii) Contractor must remove, clean and reapply or replace
catch basin covers.
iv) Before Final Completion, Contractor must remove and
dispose of all catch basin covers.
v) Contractor must shovel, absorb or vacuum saw cut
slurry and pick up the waste prior to moving to the next location
or at the end of each working day, whichever is sooner.
vi) If saw cut slurry enters catch basins, Contractor must
remove the slurry from the storm drain system immediately.
d. Traffic Detector Loop Installation and Repair.
i) Contractor must protect nearby storm drain inlets prior to
cutting or flushing slot for traffic detector loops. Contractor must
block or berm around nearby storm drain inlets using sand bags
or an equivalent barrier or use absorbent materials such as
pads, pillows and socks to contain slurry.
ii) Before Final Completion, Contractor must remove all
sand bags and equivalent barriers and absorbent materials from
the site and sweep the area clean and away from the storm drain
inlet.
iii) Contractor must clean up residues by sweeping up as
much material as possible and must dispose of material properly.
e. Concrete, Grout and Mortar Waste Management.
i) Contractor must avoid mixing excess amounts of fresh
concrete or cement mortar on-site.
ii) Contractor must store concrete, grout and mortar away
from drainage areas and ensure that these materials do not
enter the storm drain system.
iii) Contractor will not wash out concrete trucks or
equipment into streets, gutters, storm drains, or creeks.
iv) Contractor must perform washout of concrete trucks or
equipment off-site or in a designated area on-site where the
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 73
water will flow onto dirt or into a temporary pit in a dirt area.
Contractor must let the water percolate into the soil and dispose
of the hardened concrete in a trash container. If a suitable dirt
area is not available, Contractor must collect the wash water and
remove it off-site.
v) Contractor will prevent creating runoff by draining water
from washing of exposed aggregate concrete to a dirt area. If a
suitable dirt area is not available, Contractor must collect the
wash water and remove it off-site.
vi) Before Final Completion, Contractor must remove all
protective measures and treatment materials and sweep the site
clean.
vii) Contractor must collect and return sweepings from
exposed aggregate concrete to a stockpile or dispose of the
waste in a trash container.
f. Painting.
i) Contractor must conduct cleaning of painting equipment
and tools in a designated area that will not allow run-on of storm
water or runoff of spills.
ii) Contractor will not allow wash water from cleaning of
painting equipment and tools into streets, gutters, storm drains or
creeks.
iii) Contractor will remove as much excess paint as possible
from brushes, rollers and equipment before starting cleanup.
iv) To the maximum extent practicable and with permission
from Cupertino Sanitary District, Contractor will dispose of wash
water from aqueous cleaning of equipment and tools to the
sanitary sewer.
v) If Contractor cannot dispose of wash water to the
sanitary sewer, Contractor must direct wash water onto dirt area
and spade in.
vi) To the maximum extent practicable, Contractor will filter
paint thinner and solvents for reuse.
vii) Contractor must dispose of thinners, solvents, oil and
water-based paint, and sludge from cleaning of equipment and
tools as hazardous waste, as described in these General
Conditions.
viii) Contractor must store paint, solvents, chemicals, and
waste materials in compliance with the City of Cupertino
Hazardous Materials Storage Ordinance and all applicable state
and federal regulations. Contractor must store these materials in
a designated area that will not allow run-on of storm water or
runoff of spills.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 74
ix) Contractor must dispose of dry or empty paint cans and
buckets, old brushes, rollers, rags, and drop cloths in the trash.
g. Earthwork.
i) Contractor must use the BMPs for erosion and
sedimentation in either the California Storm Water Best
Management Practice Handbook - Construction Activity or the
ABAG Manual of Standards for Erosion and Sediment Control
Measures.
h. Thermoplastic.
i) Contractor must transfer and load hot thermoplastic
away from drainage systems or watercourses.
ii) Contractor must sweep thermoplastic grindings into
plastic bags. Yellow thermoplastic grindings may require special
handling as they may contain paint.
i. Pesticide Usage and Pest Management.
i) Contractor must follow all federal, state, and local
policies (including the City’s Integrated Pest Management
Policy), laws, and regulations governing the use, storage, and
disposal of pesticides and training of pest control advisors and
applicators.
ii) Contractor must submit pest management control
methods to Engineer for approval. Such control methods may
include, but are not limited to: no controls; physical or
mechanical methods; environmental controls (mulching, pest-
resistant vegetation); biological controls (predators, parasites,
etc.); less toxic controls (soaps, oils, etc.); and hot water.
iii) Contractor must notify and receive permission from the
Engineer and the Public Works Environmental Division before
applying any pesticides.
iv) If permitted to use pesticides, Contractor must use the
least toxic pesticides available and the use and type of such
pesticides must be approved by the City. The City will consider
the LD50, overall risk to the applicator, and impact to the
environment when approving the use of pesticides.
v) Contractor must apply pesticides at the appropriate time
to maximize their effectiveness and minimize the likelihood of
discharging non-degraded pesticides in stormwater runoff.
Contractor will not apply pesticides if rain is expected.
vi) Contractor must mix and apply only as much material as
is necessary for treatment. Contractor must calibrate application
equipment prior to and during use to ensure desired application
rate.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 75
vii) Contractor will not mix or load pesticides in application
equipment adjacent to a storm drain inlet culvert or watercourse.
viii) Contractor will not use Clopyralid, Diazinon,
Chlorpyrifos, Chloradane, DDT, Dieldrin or other
organophosphates. Fipronil and pyrethroids including, but not
limited to Deltamethrin and Bifenthrin, will not be applied on City
property.
ix) Contractor must submit monthly summaries of pesticide
use to the Public Works Environmental Division on appropriate
City form. Information provided must include, at a minimum, the
product used, the method of application, date applied, the area
to which it is applied, and the amount applied.
7.21 Traffic Control and Public Safety
A. Fences and Barriers. Contractor must furnish, erect, and maintain fences,
barriers, lights, and signs, and must provide flagging and guards as necessary to give
adequate warning to the public of the construction and of any dangerous condition at
Contractor’s sole cost and expense. City must approve all signs as to size, wording, and
location. City, in its sole discretion, may direct Contractor to implement additional
measures. Contractor may be required to cover certain signs which regulate or direct
public traffic to roadways that are not open to traffic. The Engineer will determine which
signs must be covered.
B. Manual on Uniform Traffic Control Devices (MUTCD). Notwithstanding the
requirements of this Section 7.21, all fences, barriers, signs, lights, flags, and other
warning and safety devices and their use must conform to the requirements of Part 6 of
the United States Department of Transportation MUTCD and the MUTCD California
Supplement.
C. Sign Conflicts. Signs and other protective devices furnished and erected by
Contractor will not obscure the visibility of, nor conflict in intent, meaning, and function of,
existing signs, lights, and traffic control devices or any construction area signs and traffic
control devices
D. Public Access. Contractor must conduct operations in the manner that offers
the least possible obstruction and inconvenience to the public. Contractor must complete
the Work in a manner that allows for access to public rights-of-way. Unless otherwise
provided in the Contract Documents, all public traffic must be permitted to pass through
the Work with as little inconvenience and delay as possible. Where possible, public
traffic must be routed on new or existing paved surfaces.
E. Public Spills. Spillage resulting from hauling operations along or across any
public right-of-way must be removed immediately by Contractor at Contractor's sole cost
and expense.
F. Existing Traffic Signals. Existing traffic signals and highway lighting must be
kept in operation and available for routine maintenance during construction.
G. Abutting Properties. Construction operations must be conducted in such a
manner as to cause as little inconvenience as possible to abutting property owners.
Contractor must maintain convenient access to driveways, houses, and buildings, and
temporary approaches to crossings or intersecting highways must be provided and kept
in good condition. When an abutting property owner's access across the right-of-way line
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 76
is to be eliminated or replaced by other access facilities, the existing access will not be
closed until the replacement access facilities are usable.
H Lane Closures. Lane closures are not permitted before 7:00 A.M. or after 5:00
P.M. from Monday through Friday or as otherwise specified in the Special Conditions or
Specifications. City may, at its sole discretion, approve lane closures during this time
upon written request from Contractor. Contractor must maintain a minimum of two travel
lanes for traffic use (one in each direction) at all times.
I. Costs. Contractor is solely responsible for all costs for all required traffic control
and public safety measures.
7.22 Noise Control. Contractor must comply with all applicable noise control laws,
ordinances, regulations and rules. Noise control requirements apply to all equipment
used for the Work or related to the Work, including trucks, transit mixers or transient
equipment that may or may not be owned by Contractor.
7.23 Fire Protection Plan. If a fire protection plan is required for this Project, within 21 days
after the date of issuance of the Notice of Award, Contractor must submit to the Engineer
a fire protection plan that has been reviewed and approved by the Santa Clara County
Fire Department. In addition to any specified requirements for the fire protection plan, the
plan should address all of the following:
A) Equipment spark arresters;
B) Fire-extinguishing equipment at the Worksite(s);
C) Fire response procedures;
D) Notification to authorities of any fire;
E) Fire equipment access during performance of the Work and after hours;
F) Educating and training workers to comply with the fire protection plan
G) Safe storage and transport of flammable materials; and
H) Equipment for ventilation and illumination.
Article 8 - Payment
8.1 Schedule of Values. Prior to submitting its first application for payment, Contractor must
prepare and submit to the Project Manager a schedule of values apportioned to the
various divisions and phases of the Work, including mobilization and demobilization. If a
Bid Schedule was submitted with Contractor’s bid, the amounts must be consistent with
the Bid Schedule. Each line item contained in the schedule of values must be assigned a
value such that the total of all items equals the Contract Price. The items must be
sufficiently detailed to enable accurate evaluation of the percentage of completion
claimed in each application for payment, and the assigned value consistent with any
itemized or unit pricing submitted with Contractor’s bid.
A) Measurements for Unit Price Work. Materials and items of Work to be paid for
on the basis of unit pricing will be measured according to the methods stipulated in the
Contract Documents.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 77
B) Deleted or Reduced Work. Contractor will not be compensated for Work that
City has deleted or reduced in scope, except for any labor, material or equipment costs
for such Work that Contractor reasonably incurred before Contractor learned that the
Work could be deleted or reduced. Contractor will only be compensated for those actual,
direct and documented costs incurred, and will not be entitled to any mark up for
overhead or lost profits.
8.2 Progress Payments. Following the last day of each month, or as otherwise required by
the Special Conditions or Specifications, Contractor will submit to the Project Manager a
monthly application for payment for Work performed during the preceding month based
on the estimated value of the Work performed during that preceding month.
A) Application for Payment. Each application for payment must be itemized to
include labor, materials, and equipment incorporated into the Work, and materials and
equipment delivered to the Worksite, as well as authorized and approved Change
Orders. Each pay application must be supported by Contractor’s Bid Schedule or
schedule of values and any other substantiating data required by the Contract
Documents.
B) Payment of Undisputed Amounts. City will pay the undisputed amount due
within thirty (30) days after Contractor has submitted a complete and accurate payment
application, subject to Public Contract Code section 20104.50. City will deduct a
percentage from each progress payment as retention, as set forth in Section 8.5, below,
and may withhold additional amounts as set forth in Section 8.3, below.
8.3 Adjustment of Payment Application. City may adjust or reject the amount requested,
in a payment application, including application for Final Payment, in whole or in part, if
the amount requested is disputed or unsubstantiated. Contractor will be notified in writing
of the basis for the modifications to the amount requested. City may also deduct or
withhold from payment otherwise due based upon any of the circumstances and amounts
listed below. Sums withheld from payment otherwise due will be released when the basis
for that withholding has been remedied and no longer exists.
A) For Contractor’s unexcused failure to perform the Work as required by the
Contract Documents, including correction or completion of punch list items, City may
withhold or deduct an amount based on the City’s estimated cost to correct or complete
the Work;
B) For loss or damage caused by Contractor or its Subcontractors arising out of or
relating to performance of the Work or any failure to protect the Worksite, City may
deduct an amount based on the estimated cost to repair or replace;
C) For Contractor’s failure to pay its Subcontractors and suppliers when payment is
due; City may withhold an amount equal to the total of past due payments.
D) For Contractor’s failure to timely correct rejected, nonconforming, or defective
Work, City may withhold or deduct an amount based on the City’s estimated cost to
correct or complete the Work;
E) For any unreleased stop notice, City may withhold 125% of the amount claimed;
F) For Contractor’s failure to submit any required schedule or schedule update in
the manner and within the time specified in the Contract Documents, City may withhold or
deduct an amount equal to five percent of the total amount requested;
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 78
G) For Contractor’s failure to maintain or submit as-built documents in the manner
and within the time specified in the Contract Documents, City may withhold or deduct an
amount based on the City’s cost to prepare the as-builts;
H) For Work performed without approved Shop Drawings, when approved Shop
Drawings are required before proceeding with the Work, City may deduct an amount
based on the estimated costs to correct unsatisfactory work or diminution in value;
I) For fines assessed under the Labor Code, as require by law;
J) For any other costs or charges that may be withheld, deducted from, or offset
against payments due, as provided in the Contract Documents, including liquidated
damages; or
K) For failure to release claims as to undisputed amounts pursuant to Section 8.9,
below.
8.4 Early Occupancy. Neither City’s payment of progress payments nor its partial or full use
or occupancy of the Project constitutes acceptance of any part of the Work.
8.5 Retention. City will retain five percent of the amount due on each progress payment, or
the percentage stated in the Notice Inviting Bids, whichever is greater, as retention to
ensure full and satisfactory performance of the Work.
A) Substitution of Securities. As provided by Public Contract Code section
22300, Contractor may request in writing that it be allowed, at its sole expense, to
substitute securities for the retention withheld by City. Any escrow agreement entered
into pursuant to this provision must fully comply with Public Contract Code section 22300,
and will be subject to approval as to form by City’s legal counsel.
B) Release of Undisputed Retention. All undisputed retention, less any amounts
that may be assessed as liquidated damages, retained for stop notices, or otherwise
withheld under Section 8.3 or Section 8.6, will be released as Final Payment to
Contractor no sooner than 35 days following recordation of the notice of completion, and
no later than 60 days following acceptance of the Project by City’s governing body or
authorized designee pursuant to Section 11.1(E) below, or, if the Project has not been
accepted, no later than 60 days after the Project is otherwise considered complete under
Public Contract Code section 7107(c).
8.6 Setoff. City is entitled to set off any amounts due from Contractor against any payments
due to Contractor. City’s entitlement to setoff includes progress payments as well as
Final Payment and unreleased retention.
8.7 Payment to Subcontractors and Suppliers. Each month, Contractor must promptly
pay each Subcontractor and supplier the value of the portion of labor, materials, and
equipment incorporated into the Work or delivered to the Worksite by the Subcontractor
or supplier during the preceding month. Such payments must be made in accordance
with the requirements of the law, and those of the Contract Documents and applicable
subcontract or supplier contract.
A) Withholding for Stop Notice. Pursuant to Civil Code section 9358, City will
withhold 125% of the amount claimed by an unreleased stop notice, a portion of which
may be retained by City for the costs incurred in handling the stop notice claim, including
attorneys’ fees and costs, as authorized by law.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 79
B) Joint Checks. City reserves the right to issue joint checks made payable to
Contractor and its Subcontractors or suppliers. As a condition to release of payment by a
joint check, the joint check payees may be required to execute a joint check agreement in
a form provided or approved by City. The joint check payees will be jointly and severally
responsible for the allocation and disbursement of funds paid by joint check. Payment by
joint check will not be construed to create a contractual relationship between City and a
Subcontractor or supplier of any tier beyond the scope of the joint check agreement.
8.8 Final Payment. Contractor’s application for Final Payment must comply with the
requirements for submitting an application for a progress payment as stated in Section
8.2, above. Corrections to previous progress payments, including adjustments to
estimated quantities for unit priced items, may be included in the Final Payment. The
date of Final Payment is deemed to be effective on the date that City acts to release
undisputed retention as final payment to Contractor, or otherwise provides written notice
to Contractor of Final Payment. If the amount due from Contractor to City exceeds the
amount of Final Payment, City retains the right to recover the balance from Contractor or
its sureties.
8.9 Release of Claims. City may, at any time, require that payment of the undisputed
portion of any progress payment or Final Payment (excepting undisputed retention
subject to release under Public Contract Code section 7107) be contingent upon
Contractor furnishing City with a written waiver and release of all claims against City
arising from or related to the portion of Work covered by those undisputed amounts
subject to the limits of Public Contract Code section 7100. The waiver and release of
claims must be submitted using the City’s Release of Claims form. Any disputed amounts
may be specifically excluded from the release.
8.10 Warranty of Title. Contractor warrants that title to all work, materials, or equipment
incorporated into the Work or delivered to a Worksite, and included in a request for
payment will pass over to City free of any claims, liens, or encumbrances upon any
payment to Contractor pursuant to this Article 8.
Article 9 - Labor Provisions
9.1 Discrimination Prohibited. Discrimination against any prospective or present employee
engaged in the Work on grounds of race, color, ancestry, national origin, ethnicity,
religion, sex, sexual orientation, age, disability, or marital status is strictly prohibited.
Contractor and its Subcontractors are required to comply with all applicable federal and
California laws, including the California Fair Employment and Housing Act (Government
Code sections 12900 et seq.), Government Code section 11135, and Labor Code
sections 1735, 1777.5, 1777.6, and 3077.5.
9.2 Labor Code Requirements.
A) Eight Hour Day. Under Labor Code section 1810, eight hours of labor constitute
a legal day’s work under this Contract.
B) Penalty. Under Labor Code section 1813, Contractor will forfeit to City as a
penalty, the sum of $25.00 for each day during which a worker employed by Contractor
or any Subcontractor is required or permitted to work more than eight hours in any one
calendar day or more than 40 hours per calendar week, except if such workers are paid
overtime under Labor Code section 1815.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 80
C) Apprentices. Contractor is responsible for compliance with the requirements
governing employment and payment of apprentices, as set forth in Labor Code section
1777.5, which is fully incorporated by reference.
D) Notices. Under Labor Code section 1771.4, Contractor is required to post all job
site notices prescribed by law or regulation.
9.3 Prevailing Wages. Each worker performing Work under this Contract that is covered
under Labor Code section 1720 or 1720.9, including cleanup at the Project site, must be
paid at a rate not less than the prevailing wage as defined in sections 1771 and 1774 of
the Labor Code. The prevailing wage rates are on file with the City and available online
at http://www.dir.ca.gov/dlsr. Contractor must post a copy of the applicable prevailing
rates at the Worksite.
A) Penalties. Under Labor Code section 1775, Contractor and any Subcontractor
will forfeit to City as a penalty up to $200.00 for each calendar day, or portion a day, for
each worker paid less than the applicable prevailing wage rate. Contractor must also pay
each worker the difference between the applicable prevailing wage rate and the amount
actually paid to that worker.
B) Federal Requirements. If this Project is subject to federal prevailing wage
requirements in addition to California prevailing wage requirements, Contractor and its
Subcontractors are required to pay the higher of the current applicable prevailing wage
rates under federal law, available online at
http://www.access.gpo.gov/davisbacon/ca.html.
9.4 Payroll Records. Contractor must comply with the provisions of Labor Code sections
1776 and 1812 and all implementing regulations, which are fully incorporated by this
reference, including requirements for electronic submission of payroll records to the DIR.
A) Contractor and Subcontractor Obligations. Contractor and each
Subcontractor must keep accurate payroll records, showing the name, address, social
security number, work classification, straight time and overtime hours worked each day
and week, and the actual per diem wages paid to each journeyman, apprentice, worker,
or other employee employed in connection with the Work. Each payroll record must
contain or be verified by a written declaration that it is made under penalty of perjury,
stating both of the following:
1) The information contained in the payroll record is true and correct; and
2) Contractor or the Subcontractor has complied with the requirements of Labor
Code sections 1771, 1811, and 1815 for any Work performed by its employees
on the Project.
B) Certified Record. A certified copy of an employee’s payroll record must be
made available for inspection or furnished to the employee or his or her authorized
representative on request, to City, to the Division of Labor Standards Enforcement, to the
Division of Apprenticeship Standards of the DIR, and as further required by the Labor
Code.
C) Enforcement. Upon notice of noncompliance with Labor Code section 1776,
Contractor or Subcontractor has ten days in which to comply with requirements of this
section. If Contractor or Subcontractor fails to do so within the ten day period, Contractor
or Subcontractor will forfeit a penalty of $100.00 per day, or portion a day, for each
worker for whom compliance is required, until strict compliance is achieved. Upon
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 81
request by the Division of Apprenticeship Standards, or the Division of Labor Standards
Enforcement, these penalties will be withheld from progress payments then due.
9.5 Labor Compliance. Under Labor Code section 1771.4, the Contract for this Project is
subject to compliance monitoring and enforcement by the DIR.
Article 10 - Safety Provisions
10.1 Safety Precautions and Programs. Contractor and its Subcontractors are fully
responsible for safety precautions and programs, and for the safety of persons and
property in the performance of the Work. Contractor and its Subcontractors must at all
times comply with all applicable safety laws, rules and regulations and seek to avoid
injury, loss, or damage to persons or property by taking reasonable steps to protect its
employees and other persons at the Worksite, materials and equipment stored on or off
site, and property at or adjacent to the Worksite.
A) Reporting Requirements. Contractor must immediately provide a written report
to City of all recordable accidents and injuries occurring at the Worksite. If Contractor is
required to file an accident report with a government agency, Contractor will provide a
copy of the report to City.
B) Legal Compliance. Contractor’s safety program must comply with the applicable
legal and regulatory requirements. Contractor must provide City with copies of all notices
required by law or regulation.
C) Contractor’s Obligations. Any damage or loss caused by Contractor arising
from the Work which is not insured under property insurance must be promptly remedied
by Contractor.
D) Remedies. If City determines, in its sole discretion, that any part of the Work or
Worksite is unsafe, City may, without assuming responsibility for Contractor’s safety
program, require Contractor or its Subcontractor to cease performance of the Work or to
take corrective measures to City’s satisfaction. If Contractor fails to promptly take the
required corrective measures, City may perform them and deduct the cost from the
Contract Price. Contractor agrees it is not entitled to submit a Claim for damages, for an
increase in Contract Price, or for a change in Contract Time based on Contractor’s
compliance with City’s request for corrective measures pursuant to this provision.
10.2 Hazardous Materials. Unless otherwise specified in the Contract Documents, this
Contract does not include the removal, handling, or disturbance of any asbestos or other
Hazardous Materials. If Contractor encounters materials on the Worksite that Contractor
reasonably believes to be asbestos or other Hazardous Materials, and the asbestos or
other Hazardous Materials have not been rendered harmless, Contractor may continue
Work in unaffected areas reasonably believed to be safe, but must immediately cease
work on the area affected and report the condition to City. No asbestos, asbestos-
containing products or other Hazardous Materials may be used in performance of the
Work.
10.3 Material Safety. Contractor is solely responsible for complying with section 5194 of Title
8 of the California Code of Regulations, including by providing information to Contractor’s
employees about any hazardous chemicals to which they may be exposed in the course
of the Work. A hazard communication program and other forms of warning and training
about such exposure must be used. Contractor must also maintain Material Safety Data
Sheets (“MSDS”) at the Worksite, as required by law, for materials or substances used or
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 82
consumed in the performance of the Work. The MSDS will be accessible and available to
Contractor’s employees, Subcontractors, and City.
A) Contractor Obligations. Contractor is solely responsible for the proper
delivery, handling, use, storage, removal, and disposal of all materials brought to the
Worksite and/or used in the performance of the Work. Contractor must notify the
Engineer if a specified product or material cannot be used safely.
B) Labeling. Contractor must ensure proper labeling on any material brought onto
the Worksite so that any persons working with or in the vicinity of the material may be
informed as to the identity of the material, any potential hazards, and requirements for
proper handling, protections, and disposal.
10.4 Hazardous Condition. Contractor is solely responsible for determining whether a
hazardous condition exists or is created during the course of the Work, involving a risk of
bodily harm to any person or risk of damage to any property. If a hazardous condition
exists or is created, Contractor must take all precautions necessary to address the
condition and ensure that the Work progresses safely under the circumstances.
Hazardous conditions may result from, but are not limited to, use of specified materials or
equipment, the Work location, the Worksite condition, the method of construction, or the
way any Work must be performed.
Article 11 - Completion and Warranty Provisions
11.1 Final Completion.
A) Final Inspection. When the Work required by this Contract is fully performed,
Contractor must provide written notification to City requesting final inspection. The
Engineer will schedule the date and time for final inspection, which must include
Contractor’s primary representative for this Project and its superintendent. Based on that
inspection, City will prepare a punch list of items that are incomplete, incorrectly installed,
or not operating as required by the Contract Documents. The omission of any such item
from this punch list will not relieve Contractor from fulfilling all requirements of the
Contract Documents.
B) Punch List. City will deliver the punch list to Contractor and will specify the time
by which all of the punch list items must be completed or corrected. The punch list may
include City’s estimated cost to complete each punch list item if Contractor fails to do so
within the specified time.
C) Requirements for Final Completion. Final Completion will be achieved upon
completion or correction of all punch list items, as verified by City inspection, and upon
satisfaction of all other Contract requirements, including any commissioning required
under the Contract Documents and submission of all final submittals, including a warranty
bond as required under Section 4.4, instructions and manuals as required under Section
7.10, and as-built drawings as required under Section 7.11, all to City’s satisfaction.
D) Acceptance. The Project will be considered accepted upon City Council action
during a public meeting to accept the Project, or if the Engineer is authorized to accept
the Project, the Project will be considered accepted upon the date of the Engineer’s
issuance of a written notice of acceptance. The City may elect, acting in its sole
discretion, to accept the Project as complete subject to exceptions for punch list items
that are not completed within the time specified in the punch list.
E) Final Payment. Final Payment and release of retention, less any sums withheld
pursuant to the provisions of the Contract Documents, will not be made sooner than 35
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 83
days after recordation of the notice of completion. If Contractor fails to complete all of the
punch list items within the specified time, City may withhold up to 150% of City’s
estimated cost to complete each of the remaining items from Final Payment.
11.2 Warranty.
A) General. Contractor warrants that all materials and equipment will be new
unless otherwise specified, of good quality, in conformance with the Contract Documents,
and free from defective workmanship and materials. Contractor further warrants that the
Work will be free from material defects not intrinsic in the design or materials required in
the Contract Documents. At City’s request, Contractor must furnish satisfactory evidence
of the quality and type of materials and equipment furnished. Contractor’s warranty does
not extend to damage caused by normal wear and tear, or improper use or maintenance.
B) Warranty Period. Contractor’s warranty must guarantee its W ork for a period of
one year from the date of recordation of the notice of completion (the “Warranty Period”),
except when a longer guarantee is provided by a supplier or manufacturer or is required
by the Specifications or Special Conditions. Contractor must obtain from its
Subcontractors, suppliers and manufacturers any special or extended warranties required
by the Contract Documents.
C) Warranty Documents. As a condition precedent to acceptance, Contractor
must supply City with all warranty and guarantee documents relevant to equipment and
materials incorporated into the Work and guaranteed by their suppliers or manufacturers.
D) Subcontractors. The warranty obligations in the Contract Documents apply to
Work performed by Contractor and its Subcontractors, and Contractor agrees to be co-
guarantor of such Work.
E) Contractor’s Obligations. Upon written notice from City to Contractor of any
defect in the Work discovered during the W arranty Period, Contractor or its responsible
Subcontractor must promptly correct the defective Work at its own cost. Contractor’s
obligation to correct defects discovered during the Warranty Period will continue past the
expiration of the W arranty Period as to any defects in Work for which Contractor was
notified prior to expiration of the W arranty Period.
F) City’s Remedies. If Contractor or its responsible Subcontractor fails to correct
defective Work within ten days following notice by City, or sooner if required by the
circumstances, Contractor expressly agrees that City may correct the defects to conform
with the Contract Documents at Contractor’s sole expense. Contractor must reimburse
City for its costs within 30 days following City’s submission of a demand(s) for payment
pursuant to this provision. If City is required to initiate legal action to compel Contractor’s
compliance with this provision, and City is the prevailing party in such action, Contractor
and its surety are solely responsible for all of City’s attorney’s fees and legal costs
expended to enforce Contractor’s warranty obligations herein in addition to any and all
costs City incurs to correct the defective Work.
G) Emergency Repairs. In cases of emergency where any delay in correcting
defective Work could cause harm, loss or damage, Contractor expressly agrees that City
may immediately correct the defects to conform with the Contract Documents at
Contractor’s sole expense. Contractor or its surety must reimburse City for its costs within
30 days following City’s submission of a demand(s) for payment pursuant to this
provision. If City is required to initiate legal action to compel Contractor’s compliance with
this provision, and City is the prevailing party in such action, Contractor and its surety are
solely responsible for all of City’s attorney’s fees and legal costs expended to enforce
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 84
Contractor’s warranty obligations herein in addition to any and all costs City incurs to
immediately correct the defective Work, including any associated overtime charges.
11.3 Use Prior to Final Completion. City reserves the right to occupy or make use of the
Project, or any portions of the Project, prior to Final Completion if City has determined
that the Project or portion of it is in a condition suitable for the proposed occupation or
use, and that it is in its best interest to occupy or make use of the Project, or any portions
of it, prior to Final Completion. City will notify Contractor in writing of its intent to occupy
or make use of the Project or any portions of the Project, pursuant to this provision.
A) Non-Waiver. Occupation or use prior to Final Completion will not operate as
acceptance of the Work or any portion of it, nor will it operate as a waiver of any of City’s
rights or Contractor’s duties pursuant to these Contract Documents, and will not affect
nor bear on the determination of the time of substantial completion with respect to any
statute of repose pertaining to the time for filing an action for construction defect.
B) City’s Responsibility. City will be responsible for the cost of maintenance and
repairs due to normal wear and tear with respect to those portions of the Project that are
being occupied or used before Final Completion. The Contract Price or the Contract
Time may be adjusted pursuant to the applicable provisions of these Contract Documents
if, and only to the extent that, any occupation or use under this Section actually adds to
Contractor’s cost or time to complete the Work within the Contract Time.
11.4 Substantial Completion. For purposes of determining “substantial completion” with
respect to any statute of repose pertaining to the time for filing an action for construction
defect, “substantial completion” is deemed to mean the last date that Contractor or any
Subcontractor performs Work on the Project prior to recordation of the notice of
completion, except for warranty work performed under this Article.
Article 12 - Dispute Resolution
12.1 Claims. This Article applies to and provides the exclusive procedures for any Claim
arising from or related to the Contract or performance of the Work.
A) Definition. “Claim” means a separate demand by Contractor, submitted in
writing by registered or certified mail with return receipt requested, for change in the
Contract Time, including a time extension or relief from liquidated damages, or a change
in the Contract Price, that has previously been submitted to City in accordance with the
requirements of the Contract Documents, and which has been rejected or disputed by
City, in whole or in part.
B) Limitations. A Claim may only include the portion of a previously rejected
demand that remains in dispute between Contractor and City. With the exception of any
dispute regarding the amount of money actually paid to Contractor as Final Payment,
Contractor is not entitled to submit a Claim demanding a change in the Contract Time or
the Contract Price, which has not previously been submitted to City in full compliance
with Article 5 and Article 6, and subsequently rejected in whole or in part by City.
C) Scope of Article. This Article is intended to provide the exclusive procedures for
submission and resolution of Claims of any amount, and applies in addition to the
provisions of Public Contract Code section 9204 and sections 20104 et seq., which are
incorporated by reference herein.
D) No Work Delay. Notwithstanding the submission of a Claim or any other dispute
between the parties related to the Project or the Contract Documents, Contractor must
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 85
perform the Work and may not delay or cease Work pending resolution of the Claim or
other dispute, but must continue to diligently prosecute the performance and timely
completion of the Work, including the Work pertaining to the Claim or other dispute.
12.2 Claims Submission. The following requirements apply to any Claim subject to this
Article:
A) Substantiation. The Claim must be submitted to City in writing, clearly identified
as a “Claim” submitted pursuant to this Article 12, and must include all of the documents
necessary to substantiate the Claim including the Change Order request that was
rejected in whole or in part, and a copy of City’s written rejection that is in dispute. The
Claim must clearly identify and describe the dispute, including relevant references to
applicable portions of the Contract Documents, and a chronology of relevant events. Any
Claim for additional payment must include a complete, itemized breakdown of all labor,
materials, taxes, insurance, and subcontract, or other costs. Substantiating
documentation such as payroll records, receipts, invoices, or the like, must be submitted
in support of each claimed cost. Any Claim for an extension of time or delay costs must
be substantiated with a schedule analysis and narrative depicting and explaining claimed
time impacts.
B) Claim Format. A Claim must be submitted in the following format:
1) General introduction, specifically identifying the submission as a “Claim”
submitted under this Article 12.
2) Relevant background information, including identification of the specific
demand at issue, and the date of City's rejection of that demand.
3) Detailed explanation of the issue(s) in dispute. For multiple issues,
separately number and identify each issue and include the following for each
separate issue:
a. The background of the issue, including references to relevant
provisions of the Contract Documents;
b. A succinct statement of the matter in dispute, including
Contractor’s position and the basis for that position;
c. A chronology of relevant events;
d. The identification and attachment of all supporting documents
see subsection (A), above, on Substantiation); and
e. Use of a separate page for each issue.
4) Summary of issues and damages.
5) The following certification, executed by Contractor’s authorized
representative:
The undersigned Contractor certifies under penalty of perjury that its statements
and representations in this Claim are true and correct. Contractor warrants that
this Claim is comprehensive and complete as to the matters in dispute, and
agrees that any costs, expenses, or delay claim not included herein are deemed
waived. Contractor understands that submission of a Claim which has no basis
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 86
in fact or which Contractor knows to be false may violate the False Claims Act
Government Code Section 12650 et seq.).”
C) Submission Deadlines.
1) A Claim must be submitted within 15 days following the date that City notified
Contractor in writing that a request for a change in the Contract Time or Contract
Price, duly submitted in compliance with Article 5 and Article 6, has been rejected
in whole or in part.
2) With the exception of any dispute regarding the amount of Final Payment,
any Claim must be filed on or before the date of Final Payment, or will be
deemed waived.
3) A Claim disputing the amount of Final Payment must be submitted within 15
days of the effective date of Final Payment, under Section 8.8, above.
4) Strict compliance with these Claim submission deadlines is necessary to
ensure that any dispute may be mitigated as soon as possible, and to facilitate
cost-efficient administration of the Project. Any Claim that is not submitted
within the specified deadlines will be deemed waived by Contractor.
12.3 City’s Response. City will respond within 45 days of receipt of the Claim with a written
statement identifying which portion(s) of the Claim are disputed, unless the 45-day period
is extended by mutual agreement of City and Contractor or as otherwise allowed under
Public Contract Code section 9204. However, if City determines that the Claim is not
adequately documented, City may first request in writing, within 30 days of receipt of the
Claim, any additional documentation supporting the Claim or relating to defenses to the
Claim that City may have against the Claim. If Contractor fails to submit the additional
documentation to City within 15 days of receipt of City’s request, the Claim will be
deemed waived.
A) Additional Information. If additional information is thereafter required, it may be
requested and provided upon mutual agreement of City and Contractor.
B) Non-Waiver. Any failure by City to respond within the times specified above
may not be construed as acceptance of the Claim in whole or in part, or as a waiver of
any provision of these Contract Documents.
12.4 Meet and Confer. If Contractor disputes City’s written response, or City fails to respond
within the specified time, within 15 days of receipt of City’s response, or within 15 days of
City’s failure to respond within the applicable 45-day time period under Section 12.3,
respectively, Contractor may notify City of the dispute in writing sent by registered or
certified mail, return receipt requested, and demand an informal conference to meet and
confer for settlement of the issues in dispute. If Contractor fails to dispute City’s
response in writing within the specified time, Contractor’s Claim will be deemed waived.
A) Schedule Meet and Confer. Upon receipt of the demand to meet and confer, City
will schedule the meet and confer conference to be held within 30 days, or later if needed
to ensure the mutual availability of each of the individuals that each party requires to
represent its interests at the meet and confer conference.
B) Location for Meet and Confer. The meet and confer conference will be scheduled
at a location at or near City’s principal office.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 87
C) Written Statement After Meet and Confer. Within ten working days after the meet
and confer has concluded, City will issue a written statement identifying which portion(s)
of the Claim remain in dispute, if any.
D) Submission to Mediation. If the Claim or any portion remains in dispute following
the meet and confer conference, within ten working days after the City issues the written
statement identifying any portion(s) of the Claim remaining in dispute, the Contractor may
identify in writing disputed portion(s) of the Claim, which will be submitted for mediation,
as set forth below.
12.5 Mediation and Government Code Claims.
A) Mediation. Within ten working days after the City issues the written statement
identifying any portion(s) of the Claim remaining in dispute following the meet and confer,
City and Contractor will mutually agree to a mediator, as provided under Public Contract
Code section 9204. Mediation will be scheduled to ensure the mutual availability of the
selected mediator and all of the individuals that each party requires to represent its
interests. If there are multiple Claims in dispute, the parties may agree to schedule the
mediation to address all outstanding Claims at the same time. The parties will share the
costs of mediation equally, except costs incurred by each party for its representation by
legal counsel or any other consultants.
B) Government Code Claims.
1) Timely presentment of a Government Code Claim is a condition precedent to
filing any legal action based on or arising from the Contract.
2) The time for filing a Government Code Claim will be tolled from the time
Contractor submits its written Claim pursuant to Section 12.2, above, until the
time that Claim is denied in whole or in part at the conclusion of the meet and
confer process, including any period of time used by the meet and confer
process. However, if the Claim is submitted to mediation, the time for filing a
Government Code Claim will be tolled until conclusion of the mediation, including
any continuations, if the Claim is not fully resolved by mutual agreement of the
parties during the mediation or any continuation of the mediation.
12.6 Tort Claims. This Article does not apply to tort claims and nothing in this Article is
intended nor will be construed to change the time periods for filing tort-based
Government Code Claims.
12.7 Arbitration. It is expressly agreed, under California Code of Civil Procedure section
1296, that in any arbitration to resolve a dispute relating to this Contract, the arbitrator’s
award must be supported by law and substantial evidence.
12.8 Damages. Contractor bears the burden of proving entitlement to and the amount of any
claimed damages. Contractor is not entitled to damages calculated on a total cost basis,
but must prove actual damages. Contractor is not entitled to recovery of any alleged
home office overhead. The Eichleay Formula or similar formula may not be used for any
recovery under the Contract. Contractor is not entitled to special, incidental, or
consequential damages, including home office overhead or any form of overhead not
directly incurred at the Worksite; lost profits; loss of productivity; lost opportunity to work
on other projects; diminished bonding capacity; increased cost of financing for the
Project; extended capital costs; non-availability of labor, material or equipment due to
delays; or any other indirect loss arising from the Contract.
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 88
12.9 Other Disputes. The procedures in this Article 12 will apply to any and all disputes or
legal actions, in addition to Claims, arising from or related to this Contract, unless and
only to the extent that compliance with a procedural requirement is expressly and
specifically waived by City. Nothing in this Article is intended to delay suspension or
termination under Article 13.
Article 13 - Suspension and Termination
13.1 Suspension for Cause. In addition to all other remedies available to City, if Contractor
fails to perform or correct work in accordance with the Contract Documents, City may
immediately order the Work, or any portion of it, suspended until the cause for the
suspension has been eliminated to City’s satisfaction.
A) Failure to Comply. Contractor will not be entitled to an increase in Contract
Time or Contract Price for a suspension occasioned by Contractor’s failure to comply with
the Contract Documents.
B) No Duty to Suspend. City’s right to suspend the Work will not give rise to a duty
to suspend the Work, and City’s failure to suspend the Work will not constitute a defense
to Contractor’s failure to comply with the requirements of the Contract Documents.
13.2 Suspension for Convenience. City reserves the right to suspend, delay, or interrupt the
performance of the Work in whole or in part, for a period of time determined to be
appropriate for City’s convenience, and not due to any act or omission by Contractor or
its Subcontractors. Upon notice by City pursuant to this provision, Contractor must
immediately suspend, delay, or interrupt the Work and secure the Project site as directed
by City except for taking measures to protect completed or in progress Work as directed
in the suspension notice. The Contract Price and the Contract Time will be equitably
adjusted by Change Order to reflect the cost and delay impact occasioned by such
suspension for convenience. However, the time for completing the Project will only be
extended if the suspension causes or will cause delay in Final Completion.
13.3 Termination for Default. Contractor may be deemed in default for a material breach of
or inability to perform the Contract, including Contractor’s refusal or failure to supply
sufficient skilled workers, proper materials, or equipment to perform the Work within the
Contract Time; refusal or failure to make prompt payment to its employees,
Subcontractors, or suppliers or to correct rejected work; disregard of laws, regulations,
ordinances, rules, or orders of any public agency with jurisdiction over the Project; lack of
financial capacity to complete the Work within the Contract Time; or responsibility for any
other material breach of the Contract requirements.
A) Notice. Upon City’s determination that Contractor is in default, City may provide
Contractor and its surety written notice of default and intent to terminate the Contract.
B) Termination. Within seven calendar days after notice of intent to terminate for
default has been given, unless the default is cured or arrangements to cure the default
have been made and memorialized in writing, to City’s satisfaction, City may terminate
the Contract by written notice to Contractor with a copy to Contractor’s surety.
C) Waiver. Time being of the essence in the performance of the Work, if
Contractor’s surety fails to arrange for completion of the Work in accordance with the
Performance Bond, within seven calendar days from the date of the notice of termination,
Contractor’s surety will be deemed to have waived its right to complete the Work under
the Contract, and City may immediately make arrangements for the completion of the
Work through use of its own forces, by hiring a replacement contractor, or by any other
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 89
means that City determines advisable under the circumstances. Contractor and its surety
will be jointly and severally liable for any additional cost incurred by City to complete the
Work following termination. In addition, City will have the right to use any materials,
supplies, and equipment belonging to Contractor and located at the Worksite for the
purposes of completing the remaining Work.
D) Wrongful Termination. If a court of competent jurisdiction or an arbitrator later
determines that the termination for default was wrongful, the termination will be deemed
to be a termination for convenience, and Contractor’s damages will be strictly limited to
the compensation provided for termination for convenience under Section 13.4, below.
Contractor waives any claim for any other damages for wrongful termination including
consequential damages, lost opportunity costs or lost profits.
13.4 Termination for Convenience. City reserves the right to terminate all or part of the
Contract for convenience upon written notice to Contractor. Upon receipt of such notice,
Contractor must: immediately stop the Work, including under any terms or conditions that
may be specified in the notice; comply with City’s instructions to protect the completed
Work and materials; and use its best efforts to minimize further costs. Subject to City’s
directions in the notice, Contractor must not place further orders or enter into new
subcontracts for materials, equipment, services or facilities, except as may be necessary
to complete any portion of the Work that is not terminated. Contractor must also promptly
cancel, all existing subcontracts that relate to performance of the discontinued Work.
A) Compensation to Contractor. In the event of City’s termination for
convenience, Contractor waives any claim for damages, including for loss of anticipated
profits from the Project. The following will constitute full and fair compensation to
Contractor, and Contractor will not be entitled to any additional claim or compensation:
1) Completed Work. The value of its Work satisfactorily performed to date,
based on Contractor’s schedule of values and unpaid costs for items delivered to
the Project site that were fabricated for incorporation in the Work;
2) Demobilization. Actual and substantiated demobilization costs; and
3) Markup. Five percent of the total value of the Work performed as of the date
of notice of termination or five percent of the value of the Work yet to be
completed, whichever is less, which is deemed to cover all overhead and profit to
date.
13.5 Effect of Any Contract Termination. Upon any termination pursuant to this Article, City
may enter upon and take possession of the Project and the Work. City may also take
possession of, for the sole purpose of completing the Work, all of Contractor’s tools,
equipment and appliances, and all materials on the Worksite or stored off the Worksite
that will be incorporated in the Work. Regardless of any Contract termination,
Contractor’s obligations for portions of the Work already performed will continue and the
provisions of the Contract Documents will remain in effect as to any claim, indemnity
obligation, warranties, guarantees, submittals of as-built drawings, instructions, or
manuals, or other such rights and obligations arising prior to the termination date.
Article 14 - Miscellaneous Provisions
14.1 Assignment of Unfair Business Practice Claims. Under Public Contract Code section
7103.5, Contractor and its Subcontractors agree to assign to City all rights, title, and
interest in and to all causes of action it may have under section 4 of the Clayton Act (15
U.S.C. section 15) or under the Cartwright Act (Chapter 2 (commencing with section
McClellan Rd Sidewalk Improvements-Phase 2 GENERAL CONDITIONS
2015-19 Page 90
16700) of Part 2 of Division 7 of the Business and Professions Code), arising from
purchases of goods, services, or materials pursuant to the Contract or any subcontract.
This assignment will be effective at the time City tenders Final Payment to Contractor,
without further acknowledgement by the parties.
14.2 Provisions Deemed Inserted. Every provision of law required to be inserted in the
Contract Documents is deemed to be inserted, and the Contract Documents will be
construed and enforced as though such provision has been included. If it is discovered
that through mistake or otherwise that any required provision was not inserted, or not
correctly inserted, the Contract Documents will be deemed amended accordingly.
14.3 Waiver. City’s waiver of a breach, failure of any condition, or any right or remedy
contained in or granted by the provisions of the Contract Documents will not be effective
unless it is in writing and signed by City. City’s waiver of any breach, failure, right, or
remedy will not be deemed a waiver of any other breach, failure, right, or remedy,
whether or not similar, nor will any waiver constitute a continuing waiver unless specified
in writing by City.
14.4 Titles, Headings, and Groupings. The titles and headings used and the groupings of
provisions in the Contract Documents are for convenience only and may not be used in
the construction or interpretation of the Contract Documents or relied upon for any other
purpose.
14.5 Statutory and Regulatory References. With respect to any amendments to any
statutes or regulations referenced in these Contract Documents, the reference is deemed
to be the version in effect on the date that that bids were due.
END OF GENERAL CONDITIONS
McClellan Rd Sidewalk Improvements-Phase 2 SPECIAL CONDITIONS
2015-19 Page 91
Special Conditions
1. Insurance Requirements. The insurance requirements under Section 4.3 are modified for
this Contract, as set forth below. Except as expressly stated below, all other provisions in
Section 4.3 are unchanged and remain in full force and effect.
1.1 Builders Risk Insurance Waived. The builder’s risk insurance policy
requirement set forth in subsection 4.3(A)(3) of the General Conditions is hereby
waived and does not apply to this Contract.
2. Work Days and Hours. Work hours and noise pose a special concern for projects in
residential neighborhoods. The City is very concerned for its residents and will diligently
enforce the restrictions below.
2.1 Work Hours. 7:00 a.m.-5:00 p.m. local time, weekdays, 9:00 a.m. – 5:00 p.m. on
Saturdays, 9:00 – 4:00 p.m. Sundays. Advance authorization required prior to weekend
work occurring.
2.2 Equipment and Material Delivery and Off-Haul Hours. No equipment or
material may be delivered or off-hauled except between the hours of 7:00 a.m. and 5:00
p.m. No equipment that has a safety back up beeper may be operated before 7:00 a.m.
on any day.
2.3 Work Days Only. Work will only be performed on Work Days, as defined in the
General Conditions, unless Contractor requests otherwise from City in writing at least 2
working days in advance, and City approves the request in its sole discretion.
2.4 Noise Limitation. No non-construction noise will be allowed, this includes
amplified music, radio or other noise not due to construction activities.
3. Road Closures. The following conditions apply to closing traffic lanes in order to
perform project work.
Contractor may close down one direction of traffic between the hours of 9:30 am
and 2:30 pm only.
Contractor must submit a site specific traffic control plan that illustrates how
traffic, including bicycles and pedestrians will be managed during the closure
periods. Plan is to be stamped by a California registered Civil or Traffic
Engineer.
Road closures will not be allowed prior to the City reviewing and accepting the
submitted traffic control plan.
Lane closures will require that a dedicated, certified flagger be on site to control
traffic. Flagger must be certified by an approved agency or association.
4. Submittals for Quality Assurance. In the Technical Specifications, the City may
specify quality assurance requirements, including qualifications for special skills and
experience required of the Contractor. For any specified skill, the Contractor may use a
subcontractor that specializes in the work and meets the performance requirements or
the Contractor may self-perform the work, subject to demonstrating the necessary skill,
experience, and/or certifications to perform the work.
The Contractor will submit verification that the materials and labor skills meet the
specified requirements prior to implementing the specific work though the submittal
process.
McClellan Rd Sidewalk Improvements-Phase 2 SPECIAL CONDITIONS
2015-19 Page 92
5. Lines and Grades Verification.
All W ork must be done to the lines, grades, and elevations indicated on the Drawings and
Specifications, and in accordance with all applicable codes and laws. Contractor is
required to verify forms and other work comply with lines, grades and elevations.
Contractor must check the forms in the presence of the City’s Project Inspector. This
verification does not remove any responsibility of the contractor to correct work that does
not meet project requirements or applicable regulations.
6. Pre-Construction Conference. City will designate a date and time for a pre-
construction conference with Contractor following Contract execution. Project administration
procedures and coordination between City and Contractor will be discussed, and Contractor must
present City with the following information or documents at the meeting for City’s review and
acceptance before the Work commences:
6.1 Name, 24-hour contact information, and qualifications of the proposed on-site
superintendent;
6.2 List of all key Project personnel and their complete contact information, including
email addresses and telephone numbers during regular hours and after hours;
6.3 Staging plans that identify the sequence of the Work, including any phases and
alternative sequences or phases, with the goal of minimizing the impacts on residents,
businesses and other operations in the Project vicinity;
6.4 If required, traffic control plans associated with the staging plans that are signed
and stamped by a licensed traffic engineer;
6.5 Draft baseline schedule for the Work as required under Section 5.2, to be
finalized within 10 days after City issues the Notice to Proceed;
6.6 Breakdown of lump sum bid items, to be used for determining the value of Work
completed for future progress payments to Contractor;
6.7 Schedule with list of Project submittals that require City review, and list of the
proposed material suppliers;
6.8 Plan for coordination with affected utility owner(s) and compliance with any
related permit requirements;
6.9 Videotape and photographs recording the conditions throughout the pre-
construction Project site, showing the existing improvements and current condition of the
curbs, gutters, sidewalks, signs, landscaping, streetlights, structures near the Project
such as building faces, canopies, shades and fences, and any other features within the
Project area limits; and
6.10 Any other documents specified in the Special Conditions or Notice of Award.
7. Construction Manager Role and Authority. CSG Consultants, Inc. is the Construction
Manager for this Project. The Construction Manager will assist City in the management of
the construction of the Project. The Construction Manager may perform services in the
areas of supervising and coordination of the work of Contractor and/or other contractors,
scheduling the Work, monitoring the progress of the Work, providing City with evaluations
and recommendations concerning the quality of the Work, recommending the approval of
progress payments to Contractor, or other services for the Project in accordance with the
Construction Manager’s contract with City.
McClellan Rd Sidewalk Improvements-Phase 2 SPECIAL CONDITIONS
2015-19 Page 93
7.1
7.2
7.3
7.4
7.5
Communications. Contractor must submit all notices and communications
relating to the Work directly to the Construction Manager in writing, as follows:
Nourdin Khayata
CSG Consultants, Inc.
550 Pilgrim Drive
Foster City, CA 94404
650) 522-2524
nourdin@csgengr.com
With a copy to the Engineer:
John Raaymakers
City of Cupertino
10300 Torre Avenue
Cupertino, CA 95014
408) 777-3100
johnr@cupertino.org
On-Site Management and Communication Procedures. The Construction
Manager will provide and maintain a management team on the Project site to
provide contract administration as an agent of City, and will establish and
implement coordination and communication procedures among City, the Design
Professional, Contractor, and others.
Contract Administration Procedures. The Construction Manager will establish
and implement procedures for reviewing and processing requests for
clarifications and interpretations of the Contract Documents, Shop Drawings,
samples, other submittals, schedule adjustments, Change Order proposals,
written proposals for substitutions, payment applications, and maintenance of
logs.
Pre-Construction Conference. Contractor will attend the Pre-Construction
Conference, during which the Construction Manager will review the Contract
administration procedures and Project requirements.
Contractor’s Construction Schedule. The Construction Manager will review
Contractor’s construction schedules and will verify that each schedule is
prepared in accordance with the requirements of the Contract Documents.
END OF SPECIAL CONDITIONS
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 01 36 00 – FIELD ENGINEERING & SURVEY WORK
Page 1
SECTION 01 36 00 – FIELD ENGINEERING & SURVEY WORK
PART 1 - GENERAL
1.01 DESCRIPTION
A. This Section includes specifications for survey services for layout of the Work and for field
measurement of work quantities to be determined by surveys.
B. This Section includes the responsibilities of the Contractor and the City respectively, in terms of
survey services.
C. Drawings, Divisions 0 & 1, including Doc. 00700 General Conditions and Doc. 00800 Special
Conditions, and the technical specifications apply to this Section.
1.02 LINES AND GRADES
A. All control monuments, bench marks, stakes or markers required to establish the lines and
grades required for the completion of the Work shall be the responsibility of the Contractor. These
would include, but are not limited to, primary horizontal and vertical control, secondary horizontal
and vertical control, rough grade, slope stakes, topographic surveys for quality calculations, and
construction surveys for layout of civil improvements.
1.03 SURVEYS FOR LAYOUT AND PERFORMANCE
A. General: The Contractor shall perform all surveys for layout and performance of the Work,
produce the field notes, and make all necessary calculations and drawings necessary to carry out
such work. The Contractor shall check the relative positions of all monuments and benchmarks to
be used. The Contractor shall check such relative positions each time the Contractor uses such
monument or benchmark.
B. Datum: The Contractor shall be responsible for correctly locating all lines and grades required for
the construction of the Work from the established reference points and elevations furnished on
the Contract Drawings and from published federal, state, or city records which reference the
vertical datum.
C. Equipment and Personnel: The Contractor's instruments and other survey equipment shall be
accurate, suitable for the surveys required in accordance with recognized professional standards,
and in proper condition and adjustment at all times. The surveys shall be performed under the
direct supervision of a Professional Land Surveyor licensed to practice land surveying in
California. All surveys and layouts shall be field checked and calculations shall be checked.
Attention is directed to Document 0700 General Conditions.
D. All field notes, sketches and field books will be presented to the Engineer within 2 weeks of
construction staking. Contractor’s surveyor shall furnish copies of the field notes within 48 hours
of performing staking.
E. Use by the Engineer: The Engineer may at any time use line and grade points and markers
established by the Contractor. The Contractor's surveys are a part of the Work and may be
checked by the Engineer or representatives of the Engineer at any time. The Contractor shall be
responsible for any lines, grades, or measurements which do not comply with specified or proper
tolerances, or which are otherwise defective, and for any resultant defects in the Work. The
Contractor shall conduct re-surveys or check surveys to correct errors indicated by review of the
field notebooks.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 01 36 00 – FIELD ENGINEERING & SURVEY WORK
Page 2
1.04 SURVEYS FOR MEASUREMENT FOR PAYMENT
A. When the Technical Specifications or the Engineer requires items of work to be measured by
surveying methods, the Contractor shall perform the surveys. Perform all such surveys, including
control surveys run for establishing the measurement reference lines, in the presence of the
Engineer who will witness the surveying operation by signing the field notes or keeping duplicate
field notes, at the Engineer's option.
1.05 SURVEYING ACCURACY AND TOLERANCES IN SETTING SURVEY STAKES
A. Control traverse field surveys and computations, including surveys of main control lines to
determine alignment of major structure components, shall be performed to an accuracy of at least
1:25000.
B. The tolerances generally applicable in setting survey stakes shall be as set forth below. Such
tolerances shall not supersede stricter tolerances specifically required by the Contract
Documents, and shall not otherwise relieve the Contractor of responsibility for measurements in
compliance therewith.
C. Tolerances: Tolerances in setting survey stakes shall not exceed the following:
Kind of Survey Stake or Markers On Error Tangent
Markers on hubs and monuments on centerline
And offset centerlines
0.01 ft.
Intermediate stakes or markers on centerlines and offset centerlines for:
Rough excavation and embankment for roadways, and work not
otherwise provided
0.10 ft.
Trimming of excavation and embankment unless otherwise provided 0.10 ft.
Structures and building construction 0.01 ft.
Equipment installation As required by manufacturer
Trimming or preparation of earth sub-grade for roadways, concrete pipe,
and other concrete structures
0.05 ft.
Steel pipe, and work not otherwise provided 0.05 ft.
Steel reinforcement, concrete pipe, and other formed concrete 0.02 ft.
1.06 SUBMITTALS
A. General: Submit under the provisions of Document 00700, General Conditions, Submittals.
B. Submit name and address of Surveyor or professional engineer to City, including changes as
they may occur.
C. On request of The City, submit documentation to verify accuracy of field engineering work.
D. Submit certificate signed by registered Civil Engineer or Land Surveyor certifying that elevations
and locations of improvements are in conformance, or non-conformance, with Contract
Documents.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 01 36 00 – FIELD ENGINEERING & SURVEY WORK
Page 3
E. Record Drawings:
1. At project completion, submit complete and accurate full-size hardcopy red-line mark-ups
showing all changes and deviations from the bid set documents.
2. Show as-built locations, by coordinates, of all utilities onsite with top of pipe and invert
elevations (where applicable) at grade and alignment changes.
3. Completed record drawing mark-ups shall be dated, signed and certified as correct by the
Licensed Surveyor or Civil Engineer. The record drawings are not deemed complete until
accepted in writing by the City.
1.07 QUALITY ASSURANCE
A. Qualifications of Surveyor or Engineer: Engage a registered Civil Engineer or licensed Land
Surveyor acceptable to both Contractor and Owner and who is qualified to perform land
surveying. Furnish to Owner prior to start of work, the name and license (or registration number)
issued by the State of California, Board of Registration for Professional Engineers and Land
Surveyors. Provide notice to Owner during course of construction should identification of
individual responsible for this work change, and obtain approval of Owner for the replacement.
B. All field engineering services furnished during the course of this project shall be under the direct
supervision and control of the named individual Civil Engineer or Land Surveyor.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
3.01 SURVEY REFERENCE POINTS
A. Existing horizontal and vertical control points for the Project are those designated on drawings.
B. Locate and protect control points prior to starting site work, and preserve all permanent reference
points during construction.
1. Make no changes or relocations without prior written notice to The City.
2. Report to The City when any reference point is lost or destroyed, or requires relocation
because of necessary changes in grades or locations.
3. Identify and protect all survey monuments on the site discovered during construction,
which are not referenced on the project drawings. Tie out such monuments and notify The
City prior to allowing them to be disturbed.
4. Replace permanent boundary markers disturbed during construction with new permanent
monuments and file the required Record of Survey or Corner Record in accordance with
the applicable State and County laws, at no additional cost to the Owner.
3.02 PROJECT SURVEY REQUIREMENTS
A. Establish a minimum of two permanent horizontal and vertical control points on the site, remote
from the building area referenced to data established by survey control points.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 01 36 00 – FIELD ENGINEERING & SURVEY WORK
Page 4
1. Record locations, with horizontal and vertical data, on Project Record Documents,
including description of monuments in place.
B. Establish lines and levels, locations and dimensions, by instrumentation or similar technical
appropriate means:
1. Site Improvements:
a. Provide stakes and elevations for grading, fill and soil placement.
b. Utility lines, including, but not limited to, storm drains, sanitary sewers, and electrical
lines. Provide adequate horizontal control to locate lines and provide vertical control in
proportion to slope of line as required for accurate construction.
4. Provide grade stakes and elevations as required to construct paved areas, and other areas
as required.
a. Calculate and layout subgrade elevations and intermediate controls as required to
provide smooth transitions between the spot elevations indicated on the plans.
b. From time to time, verify the layout of all work by the same methods.
5. Provide batter boards or other similar control for drainage, utility, and other onsite
structures as required.
3.03 RECORDS
A. Maintain a complete, accurate surveyor's log of all control and survey work as it progresses.
Make this log available for reference.
PART 4 - MEASUREMENT AND PAYMENT
4.01 MEASUREMENT
A. The work performed under Section 01 36 00, “Field Engineering & Survey Work” will be
measured on a lump sum basis.
4.02 PAYMENT
A. The lump sum contract price paid for Field Engineering & Survey Work shall include full
compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing
all the work involved, complete and in place, as shown on the plans, as specified in these
specifications, and as directed by the Engineer.
END OF SECTION 01 36 00
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 01 55 26 – TRAFFIC CONTROL REQUIREMENTS
Page 1
SECTION 01 55 26 TRAFFIC CONTROL REQUIREMENTS
PART 1 - GENERAL
1.01 SECTION INCLUDES:
A. Measures and requirements to control traffic. The Contractor shall supply, place, and
maintain all necessary traffic control devices during construction in accordance with the
applicable requirements of the City of Cupertino, the California Manual of Unifo rm Traffic
Control Devices, and the traffic control plans approved by the City.
1.02 SUBMITTALS
A. The Contractor shall submit traffic control plans to the Engineer for approval five (5)
working days prior to the pre-construction meeting. Traffic control plans shall conform to
the requirements in item number 24 below. All cost and expense for traffic control shall
be included in the bid prices for various bid items and no special compensation shall be
allowed.
B. A traffic control plan consistent with the following generally applicable conditions must be
approved by the Public Works Department prior to the pre-construction meeting. The
Contractor shall supply, place, and maintain all necessary traffic control devices in
accordance with the California Manual of Uniform Traffic Control Devices and the
following conditions:
Traffic control plans will include a schedule of construction showing each phase of
work and the anticipated method of handling traffic for each phase. Traffic control
plans will include a scaled drawing of the street, lane configuration, parking, sidewalk,
work area, and the location of signs and cones, etc., to warn, direct, and guide the
traffic. For all major intersections, the traffic control plan shall reflect actual (not
typical) intersection layout and indicate islands, medians, lane lines, bike lanes,
nearby driveways, and note all pavement and lane widths.
In general, Contractor shall maintain all vehicular, pedestrian, and bike movements.
No total closure of any arterial or collector street will be permitted. City may allow
closure of local residential streets but Contractor shall always maintain local and
emergency access.
The Contractor shall maintain one lane of traffic in each direction at all times on all
streets. The clear width of the lane shall be a minimum of 10 feet.
A minimum four feet clear sidewalk shall be maintained unless the work makes
closure unavoidable, in which case the sidewalk may be closed while working,
subject to the approval of the Engineer. However, an alternate pedestrian facility
must be provided for the duration of the closure. At intersections, work will be
permitted at one corner at a time so pedestrian movements can be maintained
through the intersection.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 01 55 26 – TRAFFIC CONTROL REQUIREMENTS
Page 2
PART 2 - PRODUCTS
A. All traffic control devices shall conform to Section 12 of the Caltrans Standard
Specifications. They are to be in good condition and sufficiently clean so as to be easily
visible to traffic.
B. Flashing arrow boards shall be Type A or Type II as described in Section 6F.56 of the
California Manual of Uniform Traffic Control Devices.
C. Signs to be used for traffic control shall conform to the requirements of the California
Manual of Uniform Traffic Control Devices.
PART 3 - EXECUTION
1. The Contractor shall conduct operations and schedule cleanup so as to cause the least
possible obstruction and inconvenience to traffic, pedestrians, cyclists and adjacent
property owners. All work areas shall be swept clean at the end of each day’s work and
at other times when directed by the Engineer. A mobile street sweeper shall be used
wherever practical and dust shall be suppressed to the satisfaction of the Engineer.
2. The Contractor shall protect open excavations, trenches, and such during construction
with fences, covers, and railings as required, together with signs, lights, and other
warning devices sufficient to maintain safe pedestrian, bicycle and vehicular traffic to the
satisfaction of the Engineer.
3. Damage done by the Contractor during the course of the work to adjacent City, public or
private property shall be repaired in kind, or as directed by the Engineer, at the
Contractor’s expense. This includes the repair of traffic loop detectors, striping, signing,
curb markings, etc. Loop detectors must be repaired within one week of the damage.
4. The Contractor shall remove all forms, debris, and undesirable material from the job site
at the end of each work day.
5. The work of restoration, striping and signing, and cleanup, at each location, shall be
diligently pursued to completion and at no location shall the work be left partially
completed for more than seven working days. Unless authorized by the Engineer, all
construction and restoration including striping, signing, curb markings, etc. shall be
completed within 15 working days from start of work at any specific location, except loop
detectors which must be repaired within seven days.
6. No stockpiling of materials or parking of equipment during non-working hours will be
allowed on City property, i.e., streets, alleys, parking lots, sidewalks, etc.
7. The Contractor's employees are subject to all parking regulations in effect in the City of
Cupertino.
8. All open trench and excavations must be backfilled and paved with temporary asphalt
concrete or non-skid steel plated at the end of each work day. The Contractor shall place
18 inches cold cutback around the edges of steel plates to eliminate the vertical edges.
9. The Contractor shall not remove the barricades in the street at any given location until the
asphalt concrete patching adjacent to the gutter or the overlay has been done and a
hazard to bicycles, pedestrians and motorists no longer exists.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 01 55 26 – TRAFFIC CONTROL REQUIREMENTS
Page 3
10. Spillage resulting from hauling operations along or across any public traveled way shall
be removed immediately by the Contractor at his expense.
11. The Contractor shall place barricades 50 feet on center at the gutter joints and provide
one working flasher for each barricade and shall insure that each flasher is maintained in
working condition while in use. The Contractor shall not remove the barricades in the
street at any given location until the asphalt concrete patching adjacent to the gutter
and/or gutter overlay has been done and the hazard to bicyclists and motorists no longer
exist.
12. Contractor shall maintain access to all driveways except when actually doing construction
within the driveway boundaries, at which time partial access will be maintained unless
alternate arrangements can be made with the property owners or tenants in advance. If
the driveway to any garage or parking area is to be closed for construction work, prior
written approval must be obtained from the property owners and the Engineer. Notice
shall be posted by the Contractor 72 hours in advance stating the approximate time the
driveway will be closed and reopened.
13. City of Cupertino Truck Routes for all hauling shall be used, as described in Section 10 of
the Special Provisions.
14. Contractor shall obtain a Transportation permit from the Public Works Department for any
vehicle which exceeds weight or dimensions prescribed in the California Vehicle Code.
15. The Contractor shall provide a certified professional traffic control crew that is
independent from the construction activity. This traffic control crew shall be responsible
to the Contractor for implementing the traffic control measures detailed in this Contract.
The crew is subject to the approval of the Engineer.
16. All signs shall be placed in positions where they convey their message most effectively
or as shown on the approved traffic control plan.
17. Type II and III barricades with working flashers shall be used. At least one working
flashing light must be installed on each barricade for night work. Flashing lights must be
maintained in good working order throughout the duration of the work. Crosswalk closing
barricades shall be Type II with a 6" orange border at the base.
18. Signs that are attached to existing poles shall not cause any damage to the poles when
they are attached or removed. All of the hardware that is used when attaching signs to
existing poles shall be completely removed from the poles when the signs are removed.
If a construction sign is required in an area where it cannot be attached to an existing
pole, it shall be attached to a 4” x 4” wooden pole. The distance from the ground surface
to the bottom of the sign shall be seven (7) feet.
19. A flag-type high level warning device with three or more flags shall be used for each
direction of traffic affected, generally placed within the taper area.
20. Flashing arrow boards are required for lane shifts and reductions and may be required for
nighttime work.
21. Dated “No Parking Tow Away” signs shall be posted a minimum of 48 hours in advance
of all work requiring that cars not be parked on the street. Date and time of work shall be
written on signs in two-inch-high letters with a ¼-inch felt black marker. Signs shall be
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 01 55 26 – TRAFFIC CONTROL REQUIREMENTS
Page 4
posted 50 feet on center and removed immediately after the work is completed. The
Contractor must notify Cupertino Code Enforcement Officers at (408) 777-3182 with loca-
tions of posting to verify forty eight (48) hour notice.
22. Work shall not restrict visibility of any traffic control device.
23. No work will be permitted within 1500 feet of school grounds until after 8:30 a.m. on
school days. Other special restrictions may be required at heavily used school crossings
or school commute routes beyond 1500 feet from the school grounds as deemed
necessary for student safety by the Engineer.
24. No closure of lanes on arterial and collector streets will be permitted between the hours
of 7 and 9 a.m. and 3:30 and 7 p.m.
25. If work will impact transit stops or transit routes, Contractor shall be required to contact
Santa Clara Valley Transportation Authority or other affected transit companies to
address relocation of facilities or rerouting of buses prior to submitting traffic control plan.
Traffic control plan should indicate what actions are being taken with regard to transit
services.
26. All signs and other warning devices shall be provided by the Contractor and shall become
his property after completion of the Contract.
27. The above requirements are a minimum and do not limit the Contractor’s responsibility of
doing all that is practical and necessary to ensure the safety of workers, pedestrians,
bicyclists, and motorists. The Contractor shall conform to the above traffic control
requirements which are generally applicable to most common situations. Based on the
nature of a job, additional conditions or exceptions to the above conditions may be
necessary.
PART 4 - MEASUREMENT AND PAYMENT
4.1 MEASUREMENT
A. The work performed under this section will be measured on a lump sum basis.
4.2 PAYMENT
A. The contract lump sum price paid for Traffic Control and Construction Area Signs shall
include full compensation for furnishing all labor, materials, tools, equipment, and
incidentals, and for doing all the work involved in placing, removing, storing, maintaining,
moving to new locations, replacing and disposing of the components of the traffic control
system and preparing required traffic control plans, complete in place, as specified in
these specifications, and as directed by the Engineer.
B. The cost of providing, installing and maintaining signs, lights, caution tape, delineators,
flares, barricades and other facilities as directed by the Engineer for the convenience and
direction of public traffic shall be included in the lump sum price paid for Traffic Control
and Construction Area Signs and no separate payment will be made therefore.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 01 55 26 – TRAFFIC CONTROL REQUIREMENTS
Page 5
END OF SECTION 01 55 26
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 01 56 39 – TREE PROTECTION
Page 1
SECTION 01 56 39 – TREE PROTECTION
PART 1 - GENERAL
1.01 SUMMARY
A. RELATED DOCUMENTS
1. Drawings, Divisions 0 & 1, including Doc. 00700 General Conditions and Doc. 00800
Special Conditions, and the technical specifications apply to this Section.
3. City of Cupertino Protected Trees, City of Cupertino Municipal Code Chapter 14.18
see Appendix)
4. City of Cupertino, Standards for Protection of Trees During Grading and Construction
Operations
B. DESCRIPTION OF WORK
1. Protection and operational requirements of working around existing vegetation, as
shown on the plans, to include, but not be limited to, the following:
a. Existing Tree Protection (above and below ground portions)
b. Protective Fencing and Signage
c. Irrigation of Existing Trees
d. Tree Root Management
e. Hiring of Arborist (must be ISA Certified) for oversight of tree protection where
required
1.02 SUBMITTALS
A. General: Submit under the provisions of Document 00700, General Conditions, Submit-
tals.
B. Tree Protection Fencing Plan which indicates project site methods to be employed and
procedures for compliance with the tree protection requirements.
C. Tree Protection Fencing Schedule which details the sequence of installation and subse-
quent adjustment of protection measures when construction must occur within the limits
of the tree protection measures.
PART 2 – PRODUCTS (NOT USED)
PART 3 - EXECUTION
3.01 GENERAL TREE PROTECTION
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 01 56 39 – TREE PROTECTION
Page 2
Contractor shall notify the Engineer three (3) full Working Days in advance of any work requiring
digging around or within the drip-line of existing trees. No cutting of any part of any tree, including
roots, shall be done without securing approval and direct supervision from the Engineer.
Contractor shall tag and identify existing trees which are to remain within or adjacent to the pro-
ject limits prior to start of Work. Provide regular watering of existing landscaping affected by the
project throughout the construction period.
Protect all existing trees at all times from damage by workers or equipment. A six-foot (6’) high
temporary chain link fencing acceptable to Engineer, shall be placed at the dripline of existing
trees, or if possible, one and one-half (1.5) times the radius of the dripline out from the trunk of
the tree. In addition, wrap all trees with straw waddles up to the first branches, then wrap “snow
fencing” around the waddles on all trees in the construction zone to protect them from bark dam-
age caused by construction equipment. If construction is to continue during winter months (De-
cember 1 through March 31), four (4) tree stakes are to be installed around each tree trunk. The
required straw waddle is then to be wrapped around the stakes and the snow fencing around the
waddle. This winter system is to prevent excessive moisture around the tree’s trunk when rain
tends to soak the waddle.
Place three inches (3”) of mulch around existing trees to be preserved (out to their drip-line) in ar-
eas that will be impacted during construction. Bark shall be placed prior to any construction. This
will help maintain moisture content and prevent compaction if vehicle accidentally drives under
the tree within the fencing area.
Grading shall not create drainage problems for trees by channeling water into them, or creating
sunken areas.
1. Open trenching in the root zone of any public tree is prohibited except in cases where the
trenching falls outside the drip-line of the tree involved.
2. Exceptions will be allowing if, in the opinion of the Arborist, the impact of trenching upon the
tree will be negligible.
3. When trenching is allowed, the Contractor must first cut roots along both sides of the proposed
trench, as directed by the Arborist, with a Vermeer root cutter prior to any trenching to avoid tugging or
pulling of roots.
When construction occurs within drip-line of existing trees, Contractor is to place excavated soil
and other materials beyond the drip line. When this is not possible, with the approval of the Engi-
neer, place soil on plywood, a tarp, or thick bed of mulch. This is to help prevent cutting into the
soil surface when the backhoe or tractor blade refills the trench or removes any excess material.
If trenching is allowed and specifically approved by the Engineer within the root zone, refill open
trenches quickly, within hours of excavation. If this is not possible and weather is hot, dry, or
windy, Contractor must keep root ends moist by covering them with wet burlap. If temperature is
eighty degrees Fahrenheit (80°F) or greater, the burlap must be inspected every hour and re-wet
as necessary to maintain a constant cool moist condition. If temperature is below eighty degrees
Fahrenheit (80°F), the burlap must be inspected every four (4) hours and re-wet as necessary to
maintain a constant cool moist condition. Small roots can dry out and die in ten (10) to fifteen (15)
minutes. Larger roots can succumb in an hour or less under unfavorable weather conditions.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 01 56 39 – TREE PROTECTION
Page 3
When roots two inches (2”) or larger must be cut, shovel by hand near the roots and saw the
roots. Accidentally broken roots should be sawed about two inches (2”) behind the ragged end.
Crushed or torn roots are more likely to allow decay to begin; sharply cut roots produce a flush of
new roots helping the tree to recover from its injury.
All grading within the drip-line of trees shall be done with light, approved equipment under the di-
rect supervision of the Arborist. The original grade at base of existing trees is not to change. If
necessary, dry wells are to be used if grade is to rise.
No cutting of any part of private and City trees, including roots, shall be done without direct supervi-
sion of a Certified Arborist (Certification of International Society of Arboriculture). The Certified Ar-
borist is to be hired by the Contractor at no cost to the City. The Certified Arborist shall submit a
written report of findings and recommendations to the Engineer. The Contractor shall replace any
tree(s) that the Engineer directs to be removed, due to as a result of the construction. Engineer will
determine species, size, and spacing.
Materials, equipment, temporary buildings, fuels, paints, and other construction items are not to be
placed within the drip-line of existing trees.
3.05 IRRIGATION OF EXISTING TREES
A. Contractor shall provide watering as required of any trees within the work zone that need ad-
ditional watering to maintain health due to the activities of the Work.
1. Trees that are disconnected from their regular water supply shall receive particular atten-
tion. Such trees include but are not limited to trees along the creek, or in proximity to the
zone that will be dewatered.
2. Watering may be required during summer, early fall (September and October), and times
of elevated temperature or sustained winds.
3. Contractor shall provide watering to trees as directed by the Engineer or City’s arbor-
ist/representative to maintain tree health.
PART 4 – MEASUREMENT AND PAYMENT
4.01 MEASUREMENT
A. The work performed under Section 01 56 39, Tree Protection, will be measured on a
lump sum basis.
4.02 PAYMENT
A. The contract lump sum price paid for Tree Protection shall include full compensation for
furnishing all labor, materials, tools, equipment, and incidentals for doing all the work in-
volved in protecting existing trees, complete and in place, as shown on the plans, as
specified in these specifications, and as directed by the Engineer.
END OF SECTION 01 56 39
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 01 57 50 – TEMPORARY WATER POLLLUTION CONTROL
Page 1
SECTION 01 57 50
TEMPORARY WATER POLLUTION CONTROL
PART 1 - GENERAL
1.01 SUMMARY
A.This Section includes requirements for the Water Pollution control Program for water pollution
prevention and control, including associated erosion and sediment control.
1.02 RELATED WORK
A. Section 31 10 00 Site Clearing
B. Section 02 41 19 Selective Demolition
C. Section 31 20 00 Earthwork
D. Section 31 25 16 Fiber Rolls
E. Section 01 58 00 Temporary Erosion Control
1.03 REFERENCES
A. State of California, Department of Transportation (Caltrans), 2010 Standard Specifications
Section 13, “Water Pollution Control.”
B. Water pollution control work shall conform to the requirements in the Caltrans "Storm Water
Pollution Prevention Plan (SWPPP) and Water Pollution Control Plan (WPCP) Preparation
Manual” and the "Construction Site Best Management Practices (BMPs) Reference Manual," and
addenda thereto, hereafter referred to respectively as the "Preparation Manual" and the
Construction Site BMP Manual" and collectively as the "Manuals” except as otherwise authorized
by RWQCB in the proposed SWPPP for this project. Copies of the Manuals and the Permits may
be obtained from the Department of Transportation, Sacramento, California 9581. Copies of the
Manuals may also be obtained from Caltrans’ Internet Web Site at:
http://www.dot.ca.gov/hq/construc/stormwater/.
C. Santa Clara Valley Water District (SCVWD) Stream Maintenance Program including Best
Management Practices, May 2002 and subsequent addenda
D. Regional Water Quality Control Board (RWQCB) and State Water Quality Control Board
SWQCB) requirements and the most current version of the State of California Construction
General Permit.
E. National Pollutant Discharge Elimination Permit (NPDES) Municipal Stormwater Permit, per the
California Regional Water Quality Control Board, San Francisco Bay Region, Municipal Regional
Stormwater NPDES Permit, Order R2-2009-0074, NPDES Permit No. CAS612008, October 2009
and any subsequent updates or revisions.
F. C.3 Stormwater Handbook, Santa Clara Valley Urban Runoff Pollution Prevention Program, April
2012
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 01 57 50 – TEMPORARY WATER POLLLUTION CONTROL
Page 2
G. Bay Area Air Quality Management District (BAAQMD) guidelines.
1.04 SUBMITTALS
A.As part of the water pollution control work, a Water Pollution Control Program, hereafter referred
to as the "WPCP," is required for this contract. The WPCP shall conform to the provisions in the
Manuals, the requirements of the applicable codes, regulations and permits, and the contract
documents.
1. The Contractor shall submit to the Engineer a cost break-down for the contract lump sum
item of water pollution control, including the cost of compliance with the WPCP.
2. The Contractor shall not perform any clearing and grubbing, demolition, or other construction
activities on the project, until such program has been submitted to and accepted by SWRCB
and authorization secured.
B. A copy of the WPCP, together with updates, revisions and amendments shall be kept at the
construction site.
C. The Contractor shall develop a Temporary Water Pollution Control Schedule that shall describe
the timing of grading or other work activities that could affect water pollution. The Temporary Wa-
ter Pollution Control Schedule shall be updated by the Contractor to reflect any changes in the
Contractor's operations that would affect the necessary implementation of water pollution control
practices.
1.05 DESCRIPTION
A. COMPLIANCE
1. Contractor shall be responsible for implementation of the project WPCP, including installation
and repair of all BMPs.
B. Contractor Responsibilities
1. Maintain sufficient BMP materials on hand to implement the Water Pollution Control Program
throughout the duration of the project, replace any deficient BMPs.
1.06 WATER POLLUTION CONTROL MAINTENANCE PROGRAM
A. The Contractor shall furnish sufficient personnel, materials and adequate equipment to perform
the water pollution control maintenance work immediately and to work continuously until its com-
pletion. Water pollution control maintenance work shall consist of maintaining temporary water
pollution control measures throughout the duration of the contract.
1.07 WATER POLLUTION CONTROL IMPLEMENTATION
A. The Contractor shall have a year-round program for implementing, inspecting and maintaining
water pollution control practices for wind erosion control, tracking control, non-storm water con-
trol, and waste management and materials pollution control and for compliance with the WPCP
requirements.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 01 57 50 – TEMPORARY WATER POLLLUTION CONTROL
Page 3
B. Upon approval of the WPCP, the Contractor shall be responsible throughout the duration of the
project for installing, constructing, inspecting, maintaining, removing and disposing of the water
pollution control practices included in the WPCP and any amendments. Unless otherwise di-
rected by the Engineer, the Contractor's responsibility for WPCP implementation shall continue
throughout any temporary suspension of work ordered in conformance with the provisions in Doc.
00700 General Conditions and Doc. 00800 Special Conditions and the most current code re-
quirements. Requirements for installation, construction, inspection, maintenance, removal, and
disposal of water pollution control practices are specified in the Manuals.
PART 2 - PRODUCTS
2.01 MATERIALS
A. General: Materials shall be as specified in the most current CASQA BMP Construction Handbook
Fact Sheets, the Water Pollution Control Program, the Manuals, and these specifications, and the
provisions of the General and Special Conditions Documents 00700 and 00800.
PART 4 - MEASUREMENT AND PAYMENT
A. The work performed under this Section will be measured on a lump sum basis.
B. The contract lump sum price paid for Temporary Water Pollution Control shall include full com-
pensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all
the work involved in installing, constructing, maintaining, removing, and disposing of water pollu-
tion controls, and all associated work, as shown on the plans, as specified in these Specifications,
and as directed by the Engineer.
END OF SECTION 01 57 50
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 01 58 00 – TEMPORARY EROSION CONTROL
Page 1
SECTION 01 58 00 TEMPORARY EROSION CONTROL
PART 1 - GENERAL
1.01 SECTION INCLUDES:
A. Measures to control erosion.
1.02 RELATED WORK:
A. Drawings, Divisions 0 & 1, including Doc. 00700 General Conditions and Doc. 00800
Special Conditions, and the technical specifications apply to this Section.
B. SECTION 02 41 19 – SELECTIVE DEMOLITION
C. SECTION 31 10 00 – SITE CLEARING
D. SECTION 01 56 39 – TEMPORARY TREE PROTECTION
1.03 SUBMITTALS:
A. General: Submit under the provisions of Document 00700, General Conditions, Submittals.
PART 2 - PRODUCTS
2.01 TEMPORARY CONCRETE WASHOUT
A. Except as otherwise specified, temporary concrete washout shall conform to the 2010
Caltrans Standard Specifications.
2.02 TEMPORARY CONSTRUCTION ENTRANCE
A. Except as otherwise specified, temporary construction entrances shall conform to the
2010 Caltrans Standard Specifications.
2.03 TEMPORARY COVER ON SLOPE & STOCKPILE
A. Except as otherwise specified, temporary covers on slopes and stockpiles shall conform
to the 2010 Caltrans Standard Specifications.
2.04 TEMPORARY EROSION CONTROL BLANKET
A. Except as otherwise specified, temporary erosion control blanket shall conform to the
2010 Caltrans Standard Specifications.
2.05 TEMPORARY DRAINAGE INLET PROTECTION
A. Except as otherwise specified, temporary drainage inlet protection shall conform to the
2010 Caltrans Standard Specifications.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 01 58 00 – TEMPORARY EROSION CONTROL
Page 2
2.06 TEMPORARY SILT FENCE
A. Except as otherwise specified, temporary drainage inlet protection shall conform to the
2010 Caltrans Standard Specifications.
2.07 TEMPORARY FIBER ROLL
A. Temporary Fiber Roll is not included in the work of this Section.
PART 3 - EXECUTION
3.01 TEMPORARY CONCRETE WASHOUT
A. Except as otherwise specified, temporary concrete washout shall conform to plan sheets
EC-1 of the Drawings and the 2010 Caltrans Standard Specifications.
3.02 TEMPORARY CONSTRUCTION ENTRANCE
A. Except as otherwise specified, temporary construction entrances shall conform to plan
sheets EC-1 of the Drawings and the 2010 Caltrans Standard Specifications.
3.03 TEMPORARY COVER ON SLOPE & STOCKPILE
A. Except as otherwise specified, temporary covers on slopes and stockpiles shall conform to
plan sheets EC-1 of the Drawings and the 2010 Caltrans Standard Specifications. Work shall
consist of constructing, anchoring, and maintaining stockpile covers as shown on the plans
and as directed by the Engineer.
B. Installation: Fabric or plastic sheeting shall be placed and anchored as shown on the plans.
Abutting edges shall overlap as detailed. Rock bags or equivalent weights shall be placed on
the overlap area and along the toe of the stockpile. Anchoring temporary cover by using sta-
ples or wooden lath and anchors may be allowed instead of rock bags as determined by the
Engineer. The Contractor shall submit details for any alternative anchoring system to the
Engineer for approval prior to installation. Non-abutting edges shall be embedded 6 inches in
native soil.
C. Temporary cover damaged as a result of the Contractor’s operations shall be replaced by the
Contractor at Contractor’s expense.
D. When no longer required for the purposed as determined by the Engineer, temporary cover
shall be removed. Removed facilities shall become the property of the Contractor and shall
be removed from the site of the work and disposed of appropriately.
3.04 TEMPORARY EROSION CONTROL BLANKET
A. Except as otherwise specified, temporary erosion control blanket shall conform to plan
sheets EC-1 of the Drawings, and the 2010 Caltrans Standard Specifications.
3.05 DRAINAGE INLET PROTECTION
A. Except as otherwise specified, temporary drainage inlet protection shall conform to plan
sheets EC-1 of the Drawings and the 2010 Caltrans Standard Specifications.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 01 58 00 – TEMPORARY EROSION CONTROL
Page 3
3.06 TEMPORARY SILT FENCE
A. Except as otherwise specified, temporary silt fence shall conform to the 2010 Caltrans
Standard Specifications.
PART 4 - MEASUREMENT AND PAYMENT
4.1 PAYMENT
A. Payment for all work in this section shall be considered as included in the lump sum price
paid for Temporary Water Pollution Control and no separate payment will be made
therefore.
B. Work to install Fiber Rolls is specifically excluded from the work of this Section.
END OF SECTION 01 58 00
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 01 71 33 – PROTECTION OF ADJ CONST. & UTIL
Page 1
SECTION 01 71 33 - PROTECTION OF ADJACENT CONSTRUCTION AND UTILITIES
PART 1– GENERAL
1.01 RELATED DOCUMENTS
A. Drawings, Divisions 0 & 1, including Doc. 00700 General Conditions and Doc. 00800 Special
Conditions, and the technical specifications apply to this Section.
1.02 DESCRIPTION OF WORK
A. This Section includes requirements for coordination with and protection of existing utilities.
B. Locate and protect from damage existing utilities and other facilities that are to remain in
place and existing utilities and other facilities that are to be relocated by others.
C. Protect from damage new utilities and other facilities installed within the area of the Work
during or prior to the Contract.
D. Consultant shall not be responsible for construction means, methods or techniques, or for
safety measures, precautions or programs at the project site.
1.03 LOCATION AND PROTECTION OF EXISTING UTILITIES
A. Existing utilities indicated on the Contract Drawings are approximate location based on
record information. Additional utilities may exist. Locate and identify all underground
structures, facilities, and piping prior to commencing any Work which may compromise said
utilities. Maintain existing utilities and protect from damage as necessary to satisfy the
requirements of jurisdictional utility companies and related codes and regulations. Refer to
potholing specified elsewhere in this Section for additional requirements in regard to locating
utilities. Refer to General Conditions for requirements for locating facilities not shown or
facilities in a different location from that indicated.
B. Do not disconnect or shut down any part of the existing utilities and services, except by
permission of authorities having jurisdiction. Submit schedule of estimated shut-down time in
order to obtain such permission, and notify all interested parties, neighbors, utilities, and
municipal and county authorities, as required.
C. Utilities to be removed shall not be removed until shut-down time can be kept to a minimum.
Do not remove an existing utility line or service until the replacement line, crossover, or
capping is ready to be performed.
D. Provide shoring, underpinning, and structural support for existing utility lines and structures
which become suspended or otherwise unsupported because of adjacent excavation
operations.
E. Excavate, including potholing, in proximity of existing underground facilities using methods as
required by the utility companies and as specified, whichever is more protective of utilities.
F. Protect active underground utilities from damage. If underground utilities are damaged in any
way, notify the Owner and affected utilities immediately for corrective action. In case of
emergency involving utilities which participate in the Underground Service Alert-Northern
California (USA) at 1-800-227-2600 and notify the Owner of the assigned ID number or
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 01 71 33 – PROTECTION OF ADJ CONST. & UTIL
Page 2
emergency issue. Comply with instructions of affected utility company and pay all expenses
of repair made in connection with such damages.
1.05 NOTIFICATIONS AND POTHOLING FOR EXISTING UTILITIES
A. Notify, prior to performing any excavation or other work close to any underground pipeline,
conduit, duct, wire or other structure, the Underground Service Alert-Northern California
USA) at 1-800-227-2600, and utility companies that do not participate in USA which have
underground facilities within the limits of the work. Notify USA at least 2 working days, but
not more than 14 calendar days prior to performing excavation or other work close to
underground facility. Notify other utility companies in accordance with each utility’s
notification requirements. Have USA and other utility companies locate and mark their
facilities within the area of excavation or other work. Maintain such markings in accordance
with utility requirements, i.e. have markings renewed, as applicable.
B. Potholing for Utilities and Other Facilities: Prior to any excavation or other subsurface work,
excavate, expose, and verify the location of existing utility mains and laterals and other
existing underground facilities which may be affected by the Work.
1. At a minimum, pothole and accurately locate all marked or inferred facilities located
with less than five (5) feet of clearance to the nearest point of proposed trenching,
excavation, shoring, pile or other subsurface temporary or permanent facility.
2. Survey and record the size, location, elevation, and alignment of potholed existing
underground utilities and other facilities for inclusion in as-built drawings.
C. Do not proceed with excavation or other subsurface work until surrounding utilities and
underground facilities have been located by potholing or other positive means. Determine
the method and equipment required to perform potholing without damage to existing facilities.
At minimum, utilize hand digging in the vicinity of high risk utilities and where recommended
by USA guidelines.
D. Immediately notify the facility owner of utilities or underground facilities located with less than
one (1) foot of clearance to the nearest point of proposed trenching, excavation, shoring, pile
or other subsurface temporary or permanent facility.
E. Backfill potholes and exploratory excavations in accordance with Section 312000 Earth
Moving, and replace in kind any improvements removed during the potholing operation
including pavement, curbs, sidewalks, or other improvements.
1.06 HIGH RISK FACILITIES
A. If the existence of certain underground facilities, referred to herein as “high risk” facilities, is
indicated in the Contract Documents, take special precautions to protect the health, safety
and welfare of workers and of the public. High risk facilities requiring special precautions
include: conductors of petroleum products, oxygen, chlorine, and toxic or flammable gases;
natural gas in pipelines greater than 6 inches in diameter or pipelines operating at pressures
greater than 60 pounds per square inch (gage); underground electric supply system
conductors or cables, with potential to ground of more than 300 V, either directly buried or in
a duct or conduit which do not have concentric grounded or other effectively grounded metal
shields or sheaths.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 01 71 33 – PROTECTION OF ADJ CONST. & UTIL
Page 3
B. If these high risk facilities are not located on the Contract Drawings in both alignment and
elevation, perform no work in the vicinity of the facilities until the facility’s owner or the
owner's representative has located and identified the facility by potholing, probing or other
means.
PART 2 – PRODUCTS (NOT USED)
PART 3 – EXECUTION (NOT USED)
PART 4 – MEASUREMENT AND PAYMENT
4.01 MEASUREMENT
A. The work performed under Section 01 71 33, Protection of Adjacent Construction and
Utilities, will be measured on a lump sum basis as Utility Location.
4.02 PAYMENT
A. The contract lump sum price paid for Utility Location shall include full compensation for
furnishing all labor, materials, tools, equipment, and incidentals for doing all the work involved
in locating and protecting adjacent construction and utilities, including all potholing, complete
and in place, as shown on the plans, as specified in these specifications, and as directed by
the Engineer.
END OF SECTION 01 71 33
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 02 41 19 – SELECTIVE DEMOLITION
Page 1
SECTION 02 41 19 - SELECTIVE DEMOLITION
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A.Drawings, Divisions 0 & 1, including Doc. 00700 General Conditions and Doc. 00800
Special Conditions, and the technical specifications apply to this Section.
1.02 DESCRIPTION OF WORK
A.The work of this Section consists of providing all necessary labor, materials, tools,
equipment and incidentals to complete the demolition work specified herein; the extent of
selective demolition work is indicated on drawings.
B.Types of Selective Demolition Work: Demolition requires the selective removal and off-
site disposal of the following:
1.Temporary removal and/or protection of existing elements and equipment items
indicated "to remain" or “preserve and protect”.
2.Removal and disposal of asphalt concrete pavement and dike, PCC curb, gutter
and pavement, cobblestone surfacing, pavers, pilaster, wooden headers,
retaining walls pipe, drainage structures, fence, signs and elements, indicated
remove".
C.Limits of Selective Demolition include all areas within the project Limits of Work
D.Related Work Specified Elsewhere: As applicable, related work specified elsewhere may
include, but is not limited to, the following:
1.SECTION 31 10 00 – SITE CLEARING
2.SECTION 31 20 00 – EARTHWORK
1.03 SUBMITTALS
A.General: Submit under the provisions of Document 00700, General Conditions,
Submittals.
B.Schedule: Submit estimated timeline schedule (gantt chart) indicating proposed methods
and sequence of operations for selective demolition work to Owner's Representative for
review prior to commencement of work. Include coordination of shut-off, capping, and
continuation of utility services as required, together with details and/or written plans for
dust and noise control. Re-submit updated schedules per Owner’s Representative
request.
C.Demolition Plan which indicates project site methods to be employed, sequence of
equipment, procedures, disposal sites and proposed haul routes. Specify safety
measures in accordance with applicable codes including signs, barriers, and temporary
pedestrian sidewalks. Provide detailed sequence of demolition and removal work to
ensure uninterrupted progress of Owner's on-site operations.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 02 41 19 – SELECTIVE DEMOLITION
Page 2
D.Coordinate with Owner with respect to Owner's continuing occupation of portions of
existing site and make necessary provisions as applicable.
E.Permits and notices authorizing demolition.
F.Copy of manifests showing delivery of disposed materials in accordance with permit
conditions, within 24 hours from time of delivery.
G.Record Documents: Provide copies of all approved submittals, specified herein, for
record purposes in accordance with the requirements of Document 00700, General
Conditions.
1.04 JOB CONDITIONS
A.Visit and examine the project site to determine the extent of demolition and disposal to be
performed. Inspect existing conditions that will affect the execution of the Work.
B.Facilities that will remain in place, and vehicular / pedestrian traffic on public streets shall
be protected and maintained.
C.Protection of Utilities:
1.Protect active sanitary sewer, water, gas, electric, communication, and other
utilities, storm drainage and irrigation lines indicated or, when not indicated,
found or otherwise made known to the Contractor before or during demolition
work. If utility is damaged, immediately notify the City and the utility owner for
corrective action.
2.Arrange with and perform work required by utility companies and municipal
departments for discontinuance or interruption of utility services due to demolition
work.
D.Condition of Structures: Owner assumes no responsibility for actual condition of items or
structures to be demolished.
E.Conditions existing at time of commencement of contract will be maintained by Owner
insofar as practicable. However, variations within site may occur by Owner's removal
and salvage operations prior to start of selective demolition work.
F.Open depressions and excavations occurring as part of this work shall be barricaded and
posted with warning lights when accessible through adjacent property or through public
access. Operate warning lights during hours from dusk to dawn each day and as
otherwise required.
G.Storage or sale of removed items on site is not permitted.
H.Protections: Provide temporary fencing and other forms of protection as required to
protect Owner's personnel and general public from injury due to selective demolition
work.
I.Protect from damage existing finish work that is to remain in place and becomes exposed
during demolition operations.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 02 41 19 – SELECTIVE DEMOLITION
Page 3
J.Damages: Promptly repair damages caused to adjacent facilities by demolition work at
no cost to Owner. Restore damaged finishes to match adjacent undamaged work.
K.Traffic: Conduct selective demolition operations and debris removal in a manner to
ensure minimum interference with roads, streets, walks, and other adjacent occupied or
used facilities.
L.Explosives: Use of explosives is not permitted.
M.Utility Services: Maintain existing utilities indicated to remain, keep in service, and
protect against damage during demolition operations.
N.Do not interrupt existing utilities serving occupied or used facilities, except when
authorized in writing by authorities having jurisdiction. Provide temporary services during
interruptions to existing utilities, acceptable to governing authorities.
O.Environmental Controls: Use water sprinkling, temporary enclosures, and other suitable
methods to limit dust and dirt rising and scattering in air to lowest practical level. Comply
with governing regulations pertaining to environmental protection.
P.Do not use water when it may create hazardous or objectionable conditions such as ice,
flooding, and pollution.
Q.Noise and Dust Abatement: Comply with requirements specified in Document 00700,
General Conditions and Document 00800 Special Conditions, and the following:
1.Provide continuous noise and dust abatement as required to prevent disturbance
and nuisance to the public and workers and to the occupants of adjacent
premises and surrounding areas. Dampen or cover areas affected by demolition
operations as necessary to prevent dust nuisance.
2.When a certain level of noise is unavoidable because of the nature of the work or
equipment involved, and such noise is objectionable to the occupants of adjacent
premises, make arrangements with the jurisdictional authorities to perform such
work or operate such equipment at the most appropriate time periods of the day.
1.05 REFERENCES
A.American National Standards Institute (ANSI):
1.ANSI A10.6 Safety Requirements for Demolition Operations
B.State of California, Department of Transportation (Caltrans), Standard Specifications,
Section 15, Existing Facilities.
PART 2 - PRODUCTS
2.01 M ATERIALS
A.Provide temporary or permanent materials as required for the proper execution of the
Work in this section.
2.02 BACKFILL
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 02 41 19 – SELECTIVE DEMOLITION
Page 4
A.Materials used for backfill shall conform to the requirements for backfill of SECTION
31 20 00 – EARTHWORK.
2.03 MARKING PAINT
A.Marking paint shall be a good quality, oil-based spray marking paint or a good quality, oil-
based paint marker.
PART 3 - EXECUTION
3.01 INSPECTION
A.Prior to commencement of selective demolition work, inspect areas in which work will be
performed. Photograph any existing conditions which could be misconstrued as damage
resulting from selective demolition work and file a record copy with the Owner's
Representative prior to starting work.
3.02 PREPARATION
A.Install all construction fencing and gates prior to commencement of work under this
section.
B.Establish and identify acceptable temporary debris stockpile locations and secure
appropriate waste containers on-site prior to commencement of work under this section.
C.Protect existing stone/concrete bounds and monuments. All disturbed benchmarks,
bounds/monuments shall be reset by a Land Surveyor registered in the State of
California, at the Contractor’s sole expense.
D.Call Underground Service Alert at 1-800-422-4133 to obtain a Dig Alert ID Number, 2
working days prior to the start of excavation.
E.Call “Call Before You Dig” at 1-800-AT-FIBER for information on fiber optic cables, 2
working days prior to the start of excavation.
3.03 DEMOLITION
A.Demolish and remove AC as shown on the plans, including sawcutting, complete removal
and disposal.
B.Demolish and remove existing pilaster, as shown on the plans. Mailboxes within pilaster
will be demolished and removed. Electrical systems within pilasters shall be disconnected
and capped per State code.
C.Demolish and remove existing fence, as shown on the plans, as specified in the Standard
Specifications and these technical specifications, and as directed by the City.
D.Demolish and completely remove underground utilities as shown on the plans. Where
utilities are shown to abandon in place, grout solid as directed with Controlled Low
Strength Material (CLSM). CLSM shall be 1 sack cement sand slurry with a compressive
strength of no less than 50 psi and no greater than 150 psi.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 02 41 19 – SELECTIVE DEMOLITION
Page 5
E.Completely fill below-grade areas and voids resulting from demolition work. Provide fill
consisting of approved fill material, gravel or sand, free of trash and debris, stones over
6" diameter, roots or other organic matter. See Section 31 20 00 – EARTHWORK for
compaction requirements.
F.If unanticipated mechanical, electrical or structural elements which conflict with intended
function or design are encountered, investigate and measure both nature and extent of
the conflict. Submit report to Owner's Representative in written, accurate detail. Pending
receipt of directive from Owner's Representative rearrange selective demolition schedule
as necessary to continue overall job progress without delay.
3.04 SALVAGE MATERIALS
A.Historic or archeological artifacts and other articles of historic significance remain the
property of the Owner. Notify Owner's Representative if such items are encountered and
obtain acceptance and direction before proceeding with any further work regarding
method of removal and salvage for Owner.
3.05 DISPOSAL OF DEMOLISHED MATERIALS
A.Remove debris, rubbish and other materials resulting from demolition operations from
project site. Transport and legally dispose of materials off site on a daily basis and as
dumpsters become full.
B.If hazardous materials are encountered during demolition operations, comply with
applicable regulations, laws, and ordinances concerning removal, handling and protection
against exposure or environmental pollution. Notify Owner’s Representative immediately.
C.Burning of removed materials is not permitted.
3.06 CLEAN-UP AND REPAIR
A.Upon completion of demolition work, remove tools, equipment and demolished materials
from site.
B.Repair demolition performed in excess of that required. Return structures and surfaces
to remain to condition existing prior to commencement of selective demolition work.
Repair adjacent construction or surfaces soiled or damaged by selective demolition work.
PART 4 – MEASUREMENT AND PAYMENT
4.01 MEASUREMENT
A.Items of selective demolition work will be measured per the unit indicated in the bid list.
4.02 P AYMENT
A.The contract prices paid for the various items of selective demolition work indicated in the
bid list shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals for doing all the work involved in these various items of selective site
demolition, complete and in place, as shown on the plans, including disposal of such
items, as specified in these specifications, and as directed by the Engineer.
B.Payment for removal of storm drain pipe shall be considered as included in the payment
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 02 41 19 – SELECTIVE DEMOLITION
Page 6
for remove drainage inlet and no separate payment will be made therefore.
C.Payment for removal and sawcutting of asphalt concrete shall be considered as included
in the payment for earthwork and no separate payment will be made therefore.
D.Payment for sawcutting of PCC concrete shall be considered as included in the payment
for the various items of concrete removal and no separate payment will be made
therefore.
END OF SECTION 02 41 19
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 02 82 00 – MAIL BOX RELOCATION
Page 1
SECTION 02 82 00 MAIL BOX RELOCATION
PART 1 - GENERAL
1.01 SECTION INCLUDES:
A. All work for relocation of mail boxes required to complete the project.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
A. Where mail is delivered to residents by means of roadside mail boxes, the Contractor
shall maintain access to these mail boxes through the course of construction. Due to the
existing location of mailboxes, the Contractor shall, in some cases, be required to move
some of the boxes to locations. Upon completion of construction, the Contractor shall be
required to relocate the moved boxes to a permanent location.
B. The residents shall be provided with mailbox facilities at least equal to or better than
those existing prior to construction.
C. In all cases, the temporary and permanent locations of all moved boxes shall be in
accordance with US Postal Service requirements with regard to height, distance from
roadway, and accessibility. It shall be the Contractor’s responsibility to contact the US
Postal Service and obtain information regarding their requirements.
PART 4 - MEASUREMENT AND PAYMENT
4.1 MEASUREMENT
A. The work performed under this section will be measured on a per unit basis.
4.2 PAYMENT
A. The contract unit price paid for Relocate Mail Box shall include full compensation for
furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work
involved in relocating mail boxes to both temporary and permanent locations, complete in
place, as specified in these specifications, and as directed by the Engineer.
END OF SECTION 02 82 00
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 02 82 10 – RESTORATION OF LANDSCAPE, IRRIGATION AND HARDSCAPE
Page 1
SECTION 02 82 10 RESTORATION OF LANDSCAPE, IRRIGATION AND HARDSCAPE
PART 1 - GENERAL
1.01 SECTION INCLUDES:
A. All work for restoration of planting, irrigation and hardscape items required to complete
the project.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
A. Where irrigation facilities, planting and hardscape items such as walk and area lighting,
pavers, borders, etc, are disturbed by the project construction, they shall be restored in
kind and to the satisfaction of the Engineer.
PART 4 - MEASUREMENT AND PAYMENT
4.1 MEASUREMENT
A. The work performed under this section will be measured on lump sum basis.
4.2 PAYMENT
A. The contract lump sum price paid for Restore Landscape, Irrigation and Hardscape shall
include full compensation for furnishing all labor, materials, tools, equipment, and
incidentals, and for doing all the work involved in the restoration of landscaping, irrigation
and hardscape facilities, complete in place, as specified in these specifications, and as
directed by the Engineer.
END OF SECTION 02 82 10
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 02 83 00 – ADJUST UTILITY BOX TO GRADE
Page 1
SECTION 02 83 00 ADJUST UTILITY BOX TO GRADE
PART 1 - GENERAL
1.01 SECTION INCLUDES:
A.All work for the raising or adjusting existing utility facilities such as manholes, water meter
boxes, valve boxes, sewer clean-outs, monument boxes, and monitoring well covers to
the finish grade of the resurfaced asphalt pavement.
B.Facilities located in areas to be cold planed or keycut shall be lowered first and then ad-
justed to finish grade after completion of the resurfacing work.
C.All such work shall conform to the applicable provisions of the State of California, De-
partment of Transportation, Standard Specifications (Caltrans) dated 2010; these Tech-
nical Provisions; typical sections; and as directed by the Engineer.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
3.1 NOTIFICATION
A.Non-city owned utilities exist within the limits of construction and may be included in the
quantity for adjusting utility covers to grade as part of this contract. If this work is
included, the Contractor shall be responsible for contacting owners of non-city owned
utilities seven (7) days prior to beginning the resurfacing work to inform them of the
construction schedule. Non-city owned utilities may include, but not be limited to, San
Jose Water Company, California Water Company, Cupertino Sanitary District, Sunnyvale
Sanitary District, PG&E, and Pacific Bell.
3.2 PREPARATION
A.The Contractor shall properly locate and tie all existing facilities to be raised in advance
of paving operations. Each facility is to have a minimum of two tie off points. A copy of all
utility cover tie-down measurements for each utility cover on each street in the project
shall be supplied to the City representative prior to the commencement of any paving
work.
3.3 PROTECTION OF FACILITIES
A.Care shall be taken to keep frames and covers clean. The Contractor shall completely
protect with heavy plastic or other suitable material all utility covers or other items which
are visible on the surface and will be covered by his operations. This shall be completed
prior to the start of operations and approved by the Engineer. Any materials that adhere
to the frames and covers shall be removed.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 02 83 00 – ADJUST UTILITY BOX TO GRADE
Page 2
3.4 TEMPORARY PATCHING
A.On streets to be cold planed or keycut, all utility covers within the planing limit shall be
lowered prior to milling.
B.Lowered utility lids shall be temporarily patched using a cold-patch asphaltic material.
Patches shall be made to be flush with the adjacent pavement surface.
C.Contractor shall keep on hand sufficient patching material to continuously maintain all
patches and correct any which shift or otherwise deteriorate prior to milling. Shifted or
dislodged patches which constitute a drop of .10 feet or greater shall be repaired in the
same day that the problem is brought to the contractor’s attention.
3.5 ADJUSTMENT
A.Facilities damaged by the Contractor shall be replaced at the Contractor’s expense.
Facilities (box and lid or frame and cover) found existing in a damaged condition, and
reported to the Engineer before disturbing, shall be replaced by the Contractor with
materials furnished by the Owner.
3.6 TOLERANCES
A.The concrete around adjusted facilities shall be left 1-1/2 inches lower than the adjacent
pavement. The concrete surface shall be tack coated with 0.10 gallons per square yard
and paved with 3/8 inch Type A HMA. Immediately after placement, the surface shall be
sand sealed. Excessive sand on the surface after sealing shall be removed by the
Contractor, as directed by the City Engineer.
B.The surface of the adjusted facilities shall be true to the new pavement surface to within
1/8 inch deviation. This tolerance shall apply in a single direction only, either up or down.
In addition, the adjusted facility shall not vary to the high tolerance on one side and the
low tolerance on the other (i.e. the total aggregate tolerance on both sides shall be limited
to the 1/8 inch variation). This variation shall apply to the adjacent patch paving around
the facility as well, such that neither the paving nor facility vary by more than the stated
tolerances.
3.7 SCHEDULE
A.All facilities shall be adjusted to finish grade within 72 hours after the placement of the
final surface paving on each individual street segment. If several lifts of pavement are to
be placed, the facilities shall be raised if the paving operation ceases for more than 72
hours.
PART 4 - MEASUREMENT AND PAYMENT
4.1 MEASUREMENT
A.The work performed under this section will be measured on a per unit basis for the
various facilities being adjusted from actual count.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 02 83 00 – ADJUST UTILITY BOX TO GRADE
Page 3
4.2 PAYMENT
A.The contract unit prices paid for Adjust Manhole to Grade, Adjust Water Meter Box to
Grade, Adjust Cleanout to Grade and Adjust Water Valve Box to Grade shall include full
compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for
doing all the work involved in adjusting these facilities to grade, including lowering and
raising, complete in place, as specified in these specifications, and as directed by the
Engineer.
END OF SECTION 02 83 00
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 03 20 00 - CONCRETE REINFORCEMENT
Page 1
SECTION 03 20 00 - CONCRETE REINFORCEMENT
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings, Division 0 and 1, and general provisions of Contract, including General &
Special Conditions and all Specification sections, may apply to work of this section.
1.02 SUMMARY
A. This Section includes the following:
1. Reinforcing steel bars, wire fabric and accessories for cast-in-place concrete.
2. Support chairs, bolsters, bar supports, and spacers for supporting reinforcement.
B. Related Sections include the following:
1. Section 03 31 00 – Structural Cast-in-Place Concrete
1.03 REFERENCES
A. ACI 315 - Details and Detailing of Concrete Reinforcing.
B. ASTM A82 – Cold Drawn Steel Wire for Concrete Reinforcement.
C. ASTM A185 – Welded Steel Wire Fabric for Concrete Reinforcement.
D. AWS D1.4 - Structural Welding Code for Reinforcing Steel.
E. CRSI – Manual of Practice.
F. CRSI 63 – Recommended Practice for Placing Reinforcing Bars.
G. CRSI 65 – Recommended Practice for Placing Bar Supports, Specifications and
Nomenclature.
1.04 SUBMITTALS
A. General: Submit under the provisions of Document 00700, General Conditions,
Submittals.
1.05 QUALITY ASSURANCE
A. Perform concrete reinforcement work in accordance with CRSI Manual of Standard
Practice, and Documents 63 and 65.
B. Conform to ACI 301.
C. Submit mill test certificates of supplied concrete reinforcing, indicating physical and
chemical analysis for each heat or melt of reinforcing steel shall be submitted with each
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 03 20 00 - CONCRETE REINFORCEMENT
Page 2
shipment to the site. All sizes of reinforcing for the project shall have a test report. Where
reinforcing is to be welded, mill test reports shall verify the weldability of the steel.
1.06 DELIVERY AND STORAGE
A. Reinforcing shall be delivered to site properly bundled and tagged. Store reinforcing steel
off the ground and as required to prevent excessive rusting. Protect reinforcing from any
coating that will interfere with bond. Do not use damaged or reworked materials.
PART 2 - PRODUCTS
2.01 REINFORCEMENT
A. Reinforcing Steel:
1. ASTM A615, Grade 60, deformed bar, unless noted otherwise.
2. ASTM A706, deformed bars where reinforcement is to be welded.
3. Shall be new, free from rust, scale, oil, and dirt.
2.02 ACCESSORIES
A. Tie Wire: Minimum 16 gage annealed type.
B. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for strength and support of
reinforcement during concrete placement conditions.
C. Where supports bear on earth, use concrete blocks. For surfaces exposed to view,
stainless steel support chairs, spacers, or bolsters shall be used.
D. The use of wood or organic supports or spacers inside the forms is not permitted.
E. Mechanical Splices: Lenton Standard Coupler (A2), capable of providing a Type 2
specified ultimate) splice per ACI 318, as manufactured by Erico or equal with prior
approval.
F. Headed Reinforcement: Lenton Terminator (D6), capable of providing the equivalent of a
hooked bar development, as manufactured by Erico or equal with prior approval.
2.03 FABRICATION
A. Fabricate concrete reinforcing in accordance with ACI 301.
B. Weld reinforcement in accordance with AWS D1.4. As a minimum, use E70 electrodes.
C. Reinforcing splices not indicated on drawings shall be located at points of minimum
stress and reviewed and accepted by the City prior to placement.
D. In case of fabrication errors do not rebend reinforcement in a manner that will damage or
weaken the material.
PART 3 - EXECUTION
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 03 20 00 - CONCRETE REINFORCEMENT
Page 3
3.01 PLACEMENT
A. Reinforcing steel shall be placed in accordance with the Construction Drawings, the
reviewed shop drawings, and the requirements of the references. Place, support and
secure reinforcement against displacement due to workmen and the placement of
concrete. Do not deviate from required position.
B. Maintain concrete cover around reinforcing as follows unless noted otherwise:
Item Coverage
Concrete Exposed to Earth or Weather 2 inches
Concrete Formed Against Earth 3 inches
C.Obstructions: Where conduits, piping, inserts, sleeves, etc., interfere with placing of
reinforcing steel, obtain acceptance from the City for resolution before placing concrete.
D. Tying: Push in tie wire so that concrete placement will not force the wire ends to the
surface of exposed concrete.
E. Splicing: Locate splices as specified in the Construction Drawings. Stagger splices in
adjacent bars wherever possible.
F. Field Bending: All reinforcing shall be bent cold. Assure that minimum bend radiuses are
maintained. Do not rebend reinforcement within 6 inches of previously bent areas without
approval from the City. Reinforcing partially embedded in concrete shall not be field bent.
3.02 FIELD QUALITY CONTROL
A. Schedule inspections with Special Inspectors and City a minimum of two working days
prior to placing concrete.
PART 4 – MEASUREMENT AND PAYMENT
4.01 MEASUREMENT AND PAYMENT
A. The work included in this specification section will not be measured separately for
payment. Full compensation for the work of this section will be considered as included in
the prices for work performed under other contract items listed in the schedule of bid
prices in the Bid Form, and no additional compensation will be allowed.
END OF SECTION 03 20 00
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 03 31 00 - STRUCTURAL CAST-IN-PLACE CONCRETE
Page 1
SECTION 03 31 00 - STRUCTURAL CAST-IN-PLACE CONCRETE
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings, Division 0 and 1, and general provisions of Contract, including General &
Special Conditions and all Specification sections, may apply to work of this section.
1.02 SUMMARY
A. This Section includes the following:
1. Structural cast-in-place concrete required for this Work is indicated on the
drawings and includes, but not necessarily limited to: retaining walls and
manhole base pads.
B. Related Sections include the following:
1. Section 03 20 00 - Concrete Reinforcement
1.03 REFERENCES
A. ACI 308 - Standard Practice for Curing Concrete.
B. ACI 309 - Guide for Consolidation of Concrete.
C. ASTM C33 - Concrete Aggregates.
D. ASTM C94 - Ready-Mixed Concrete.
E. ASTM C150 - Portland Cement.
F. ASTM C309 - Liquid Membrane-Forming Compounds
1.04 SUBMITTALS
A. General: Submit under the provisions of Document 00700, General Conditions,
Submittals.
B. Submit to the City, the proposed concrete mix designs stamped by a structural or civil
engineer currently licensed in the State of California. The submittal should include a
history of uses and test reports and product data sheets. All materials, source of
materials, admixtures and their proportions. Shrinkage limits of mix design. Whether mix
is appropriate for pumping and pump or hose size required to deliver concrete.
C. Submit curing method for review by the City.
1.05 SUBMITTALS AT PROJECT CLOSEOUT
A. Accurately record actual locations of embedded items, utilities, and components which
are concealed from view. Submit to the City at project closeout.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 03 31 00 - STRUCTURAL CAST-IN-PLACE CONCRETE
Page 2
B. All test and inspection reports and all transit mix delivery slips.
1.06 QUALITY ASSURANCE
A. Perform Work in accordance with ACI 301.
B. Maintain one copy of latest construction documents on site, including design drawings,
approved shop drawings and permit drawings, and special inspection and testing
agreement.
C. Acquire cement and aggregate from same source for all work.
PART 2 - PRODUCTS
2.01 CONCRETE MATERIALS
A. Cement: ASTM C150, Caltrans Standard Specifications Section 90, Type II, and shall be
provided by one manufacturer.
B. Water: Clean, potable, and not detrimental to concrete.
2.02 ADMIXTURES
A. No admixtures shall be allowed without written acceptance by the City. Admixtures that
have a negative impact on concrete finish shall not be used. When more than one
admixture is used, admixtures shall be compatible. Provide letter from admixture
manufacturer that it is appropriate for proposed mix design.
B. Air Entrainment: ASTM C260; “Daravair”, “Micro-Air”, manufactured by W.R. Grace,
Master Builders or equal.
2.03 ACCESSORIES
A. Non-Shrink Grout: Premixed compound consisting of non-metallic aggregate, cement,
water reducing and plasticizing agents; capable of developing minimum compressive
strength of 2,400 psi in 48 hours and 7,000 psi in 28 days. SIKA Grout 212 or approved
equal.
B. Epoxy Grout: Two-part epoxy adhesive product that conforms to the requirements of
Simpson SET-XP High Strength Epoxy (ICC ESR-2508) by Simpson Strong Tie or equal
product with prior written approval of the City. Installation shall be in strict conformance
with the manufacturer’s recommendations.
2.04 CONCRETE MIX
A. Mix and deliver concrete in accordance with ASTM C94.
B. Addition of water to the mix after leaving the plant is not permitted.
C. Provide concrete to the following criteria:
1. Normal Weight Aggregate.
2. Water/Cement Ratio (maximum): 50 percent by weight.
3. Aggregate Size (maximum): 1-1/2 inch.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 03 31 00 - STRUCTURAL CAST-IN-PLACE CONCRETE
Page 3
4. Slump: 4 inches.
5. Drying Shrinkage Limit: 0.04 percent. Drying shrinkage limit is percentage of
change in length after 21 days of drying when tested per ASTM C157.
2.05 RETAINING WALL REFLECTORS
A. Reflectors for retaining walls shall be Plastic Concrete Barrier Mount Reflector, 3”x4”,
Flex Hinge, 2-Sided, Yellow as manufactured by Global Equipment Company or
approved equal.
2.06 JOINT FILLER STRIPS
A. Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber, or ASTM D 1752, cork
or self-expanding cork.
PART 3 - EXECUTION
3.01 EXAMINATION
A. Verify requirements for concrete cover over reinforcement.
B. Verify that anchors, seats, plates, reinforcement and other items to be cast into concrete
are accurately placed, positioned securely, and will not cause hardship in placing
concrete.
3.02 PLACING CONCRETE
A. Place concrete in accordance with ACI 301.
B. In depositing concrete in piers, walls or thin sections, provide openings in forms, elephant
trunks, tremies or other recognized devices, to prevent segregation and accumulation of
partially hydrated concrete on forms or metal reinforcement above level of concrete being
placed. Such devices shall be installed so that concrete will be dropped vertically.
Unconfined vertical drop of concrete from end of such devices to placement surface shall
not exceed 6 feet.
C. Concrete shall be thoroughly consolidated during placement, and shall be worked around
reinforcement and embedded fixtures with mechanical vibrators.
D. Notify City and Special Inspector minimum two working days prior to commencement of
operations. Do not place concrete until forms and reinforcement as well as other required
inspections have occurred and the Special Inspector is present to perform observations
and testing during placement.
E. Ensure reinforcement, inserts, embedded parts, formed expansion and contraction joints
are not disturbed during concrete placement.
F. Maintain records of concrete placement. Record date, location, quantity, air temperature,
and test samples taken.
3.03 CONCRETE FINISHING
A. Provide formed vertical concrete surfaces to be left exposed with a smooth formed finish,
unless noted otherwise. Coordinate with City.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 03 31 00 - STRUCTURAL CAST-IN-PLACE CONCRETE
Page 4
B. Concealed concrete surfaces can be rough formed, unless noted otherwise.
3.04 CURING AND PROTECTION
A. Immediately after placement, protect concrete from premature drying, excessively hot or
cold temperatures, and mechanical injury.
B. Maintain concrete with minimal moisture loss at relatively constant temperature for period
necessary for hydration of cement and hardening of concrete.
3.05 FIELD QUALITY CONTROL
A. Provide free access to Work and cooperate with City, City’s representatives, and Special
Inspector.
B. Submit proposed mix design of each class of concrete to special inspection and testing
firm for review prior to commencement of Work.
3.06 PATCHING
A. Allow City and City’s representative to inspect concrete surfaces immediately upon
removal of forms.
B. Honeycomb or embedded debris in concrete is not acceptable. Notify City upon
discovery.
C. Patch imperfections in accordance with ACI 301 and satisfaction of City.
3.07 DEFECTIVE CONCRETE
A. Defective Concrete: Concrete not conforming to required lines, details, dimensions,
tolerances or specified requirements.
B. Repair or replacement of defective concrete will be determined by the City.
C. No additional compensation will be allowed for repair of defective concrete.
3.08 RETAINING WALL REFLECTORS
A. Retaining wall reflectors will be installed on the wall as shown on the plans and in
accordance with the manufacturer’s recommendations.
PART 4 – MEASUREMENT AND PAYMENT
4.01 MEASUREMENT
A. Construct Concrete Retaining Wall shall be measured on a linear foot basis.
4.02 PAYMENT
A. The contract price paid per linear foot for Construct Retaining Wall shall include full
compensation for furnishing all labor, materials, tools, equipment, and incidentals for
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 03 31 00 - STRUCTURAL CAST-IN-PLACE CONCRETE
Page 5
doing all the work involved in constructing retaining wall, including excavation and
backfill, class 3 permeable material, reinforcing bars, dowels, post pockets, perforated
plastic pipe, construction joints, construction joint filler material, and wall reflectors,
complete in place, as shown on the plans, as specified in these specifications, and as
directed by the Engineer.
B. Payment for concrete materials and work for manhole base pads shall be considered as
included in the contract unit price paid for Concentric Manhole, and no additional
compensation will be allowed therefore.
END OF SECTION 03 31 00
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 06 10 63 – EXTERIOR ROUGH CARPENTRY
Page 1
SECTION 06 10 63 – EXTERIOR ROUGH CARPENTRY
PART 1 - GENERAL
1.01 SUMMARY
A.Drawings, Divisions 0 & 1, including Doc. 00700 General Conditions and Doc. 00800
Special Conditions, and the technical specifications apply to this Section.
B.Section Includes:
1.Wood fences
1.02 SUBMITTALS
A.General: Submit under the provisions of Document 00700, General Conditions,
Submittals.
B.Product Data: For preservative-treated wood products.
C.Material Certificates: For preservative-treated wood products. Indicate type of
preservative used and net amount of preservative retained
PART 2 – PRODUCTS
2.01 LUMBER, GENERAL
A.General: Comply with DOC PS 20 and with grading rules of lumber grading agencies
certified by ALSC’s Board of Review as applicable. If no grading agency is indicated,
comply with the applicable rules of any rules-writing agency certified by ALSC’s Board of
Review.
1.Factory mark each item with grade stamp of grading agency.
2.For items that are exposed to view in the completed Work, omit grade stamp and
provide certificates of grade compliance issued by grading agency.
3.Provide dressed lumber, S4S, unless otherwise indicated.
B.Maximum Moisture Content:
1.Boards: 19 percent
2.Dimension Lumber: 19 percent
3.Timber: No limit
2.02 LUMBER
A.Dimension Lumber: No. 1 Construction or No. 2 grade and any of the following species
as best matching the existing facility. To the extent practicable, contractor shall revise
existing fence components.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 06 10 63 – EXTERIOR ROUGH CARPENTRY
Page 2
1. Hem-fir or hem-fir (North); NLGA, WCLIB, or WWPA.
2.Douglas fir-larch, Douglas fir-larch (North), Douglas fir-south; NLGA, WCLIB, or
WWPA.
3.Mixed southern pine; SPIB.
4.Redwood; RIS.
B.Boards, as best matching the existing facility:
1.Douglas fir, C & Btr finish or C Select; NLGA, WCLIB, or WWPA.
2. Hem-fir, C & Btr finish or C Select; NLGA, WCLIB, or WWPA.
3. Redwood, Heart B or Construction Heart; RIS.
4.Southern pine, B & B finish; SPIB.
5.Western red cedar, Grade B; NLGA, WCLIB, or WWPA.
C.Boards, as best matching the existing facility:
1.Eastern white pine, Idaho white, lodgepole, ponderosa, or sugar pine; Premium
or No. 2 Common (Sterling) grade; NeLMA, NLGA, WCLIB, or WWPA.
2.Mixed southern pine; No. 2 grade; SPIB.
3. Hem-fir or hem-fir (North); Select Merchantable Construction or No. 2 Common
grade; NeLMA, NLGA, WCLIB, or WWPA.
2.03 POSTS
A.To the extent practicable, contractor shall reuse existing fence components. Dimension
Lumber Posts: Construction or No. 2 grade and any of the following species:
1.Douglas fir-larch, Douglas fir-larch (North), Douglas fir-south; NLGA, WCLIB, or
WWPA.
2.Mixed southern pine; SPIB.
3.Northern species; NLGA.
4.Eastern softwoods, NeLMA.
5.Western woods; WCLIB or WWPA.
B.To the extent practicable, contractor shall reuse existing fence components. Timber
Posts: Balsam fir, Douglas fir-larch, Douglas fir-larch (North), eastern hemlock tamarack
North), hem-fir, southern pine, western hemlock, or western hemlock (North); No. 2,
NeLMA, NLGA, SPIB, WCLIB, or WWPA.
C.Timber Posts: Southern pine; No. 2, SPIB.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 06 10 63 – EXTERIOR ROUGH CARPENTRY
Page 3
2.04 PRESERVATIVE TREATMENT
A.Pressure treat boards and dimension lumber with waterborne preservative according to
AWPA U1; Use Category UC3b for exterior construction not in contact with the ground,
and Use Category UC4a for items in contact with the ground.
B.Pressure treat timber with waterborne preservative according to AWPA U1; Use
Category UC4a.
C.After treatment, redry dimension lumber to 19 percent maximum moisture content.
D.Mark treated wood with treatment quality mark of an inspection agency approved by
ALSC's Board of Review.
1.For items indicated to receive a stained or natural finish, omit marking and
provide certificates of treatment compliance issued by inspection agency.
E.Application: Treat all wood unless otherwise indicated.
2.05 FASTENERS
A.General: Provide fasteners of size and type indicated, acceptable to authorities having
jurisdiction, and that comply with requirements specified in this article for material and
manufacture. Provide nails or screws, in sufficient length, to penetrate not less than 1-
1/2 inches into wood substrate. To the extent practicable, contractor shall reuse existing
fence components.
1.Use fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M or
ASTM F 2329 unless otherwise indicated.
2.For pressure-preservative-treated wood, use stainless-steel fasteners.
B.Postinstalled Anchors: Stainless-steel, chemical or torque-controlled expansion anchors
with capability to sustain, without failure, a load equal to 6 times the load imposed when
installed in unit masonry assemblies and equal to 4 times the load imposed when
installed in concrete as determined by testing according to ASTM E 488, conducted by a
qualified independent testing and inspecting agency.
1. Stainless-steel bolts and nuts complying with ASTM F 593 and ASTM F 594,
Alloy Group 1 or 2.
2.06 METAL ACCESSORIES
A.Galvanized-steel sheet: Hot-dip, zinc-coated steel sheet complying with ASTM A 653/A
653M, G185 (Z550) coating designation.
PART 3 – EXECUTION
3.01 INSTALLATION, GENERAL
A.Set work to required levels and lines, with members plumb, true to line, cut, and fitted.
Fit work to other construction; scribe and cope as needed for accurate fit.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 06 10 63 – EXTERIOR ROUGH CARPENTRY
Page 4
B.Framing Standard: Comply with AF&PA WCD1 unless otherwise indicated.
C.Install metal framing anchors to comply with manufacturer's written instructions.
D.Do not splice structural members between supports unless otherwise indicated.
E.Apply copper naphthenate field treatment to comply with AWPA M4, to cut surfaces of
preservative-treated lumber.
F.Securely attach exterior rough carpentry work to substrate by anchoring and fastening
as indicated, complying with the following:
1."Fastener Schedule for Structural Members" and "Alternate Attachments" in
ICC's International Residential Code for One- and Two-Family Dwellings.
PART 4 - MEASUREMENT AND PAYMENT
4.01 MEASUREMENT
A.Relocate Wood Fence shall be measured by linear foot.
4.02 PAYMENT
A.The contract price paid per foot for Relocate Wood Fence shall include full compensation
for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the
work associated with the relocation of wood fence, complete and in place, as shown on
the plans, as specified in these specifications, and as directed by the Engineer.
END OF SECTION 06 10 63
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 10 14 53 – TRAFFIC & PARKING SIGNAGE
Page 1
SECTION 10 14 53 – TRAFFIC & PARKING SIGNAGE
PART 1 – GENERAL
1.01 RELATED DOCUMENTS
A.Drawings, Divisions 0 & 1, including Doc. 00700 General Conditions and Doc. 00800
Special Conditions, and the technical specifications apply to this Section.
1.02 DESCRIPTION OF WORK
A.The work of this Section consists of furnishing all necessary labor, materials, tools,
equipment and incidentals required for the application for signage, as indicated on the
Contract Drawings and as specified herein.
1.03 SUBMITTALS
A.General: Submit under the provisions of Document 0700, General Conditions, Submittals.
1.04 REFERENCES
A.The State of California Department of Transportation (Caltrans) Standard Specifications
hereafter Caltrans Standard Specifications)
B.The State of California Department of Transportation (Caltrans) Standard Plans (hereafter
Caltrans Standard Plans)
C.The California MUTCD 2014 Edition
PART 2 – PRODUCTS
2.01 MATERIALS
A.Signage materials shall conform to the requirements in Caltrans Standard Specifications,
Section 56.
B.Roadside signage shall be furnished by the contractor per Caltrans Standard Plans and
the California MUTCD 2014 Edition.
PART 3 – EXECUTION
3.01 SIGNAGE
A.Signage shall be installed and constructed as shown on the drawings.
PART 4 – MEASUREMENT AND PAYMENT
4.01 MEASUREMENT
A.Relocate Roadside Signs shall be measured on a unit basis and shall include all signs
relocated in or along public roadways.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 10 14 53 – TRAFFIC & PARKING SIGNAGE
Page 2
4.02 PAYMENT
A.The unit price paid for Relocate Roadside Signs shall include full compensation for
furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work
associated with relocating roadside signs, including removal, posts, and foundations,
complete and in place, as shown on the plans, as specified in these specifications, and as
directed by the Engineer.
END OF SECTION 10 14 53
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 31 10 00 – SITE CLEARING
Page 1
SECTION 31 10 00 – SITE CLEARING
PART 1 - GENERAL
1.01 SUMMARY
A. RELATED DOCUMENTS
1. Drawings, Divisions 0 & 1, including Doc. 00700 General Conditions and Doc. 00800
Special Conditions, and the technical specifications apply to this Section.
2. State of California, Department of Transportation (Caltrans), Standard Specifications
2010:
a. Section 15 Existing Highway Facilities.
b. Section 16 Clearing and Grubbing.
B. RELATED SECTIONS
1. SECTION 01 56 39 – TREE PROTECTION
2. SECTION 02 41 19 – SELECTIVE DEMOLITION
3. SECTION 31 20 00 – EARTHWORK
4. SECTION 32 90 00 – PLANTING WORK
C. DESCRIPTION OF WORK
1. Extent of site clearing and grubbing as shown on drawings.
2. Site clearing work may include, but is not limited to:
a. Removal of vegetation designated for removal.
b. Topsoil stripping and stockpiling.
c. Clearing and grubbing of weeds and/or existing turf, and organic layer.
d. Dust Control.
D. SUBMITTALS
1. Submit, under the provisions of Document 00700 General Conditions, Submittals, the
following information:
a. Stockpiling Plan which indicates project site methods, sequence of equipment,
locations, and approximate quantities of soil stockpiles.
E. JOB CONDITIONS
1. The Contractor shall visit and examine the project site to determine the extent of
clearing, grubbing, removal, disposal, and general work to be done.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 31 10 00 – SITE CLEARING
Page 2
2. The City should be notified at least two (2) working days prior to any site clearing.
3. Traffic: Conduct site clearing operations to ensure minimum interference with roads,
streets, walks, and other adjacent occupied or used facilities. Do not close or obstruct
streets, walks or other occupied or used facilities without permission from authorities
having jurisdiction.
4. Protection of Existing Improvements: Provide protections necessary to prevent dam-
age to existing improvements.
5. Protect improvements on adjoining properties and on Owner's property.
6. Restore damaged improvements to their original condition, as acceptable to parties
having jurisdiction.
7. Protection of Existing Trees and Vegetation per SECTION 01 56 39 – TREE
PROTECTION.
8. Provide temporary guards to protect trees and vegetation not designated for removal
per SECTION 01 56 39 – TREE PROTECTION.
9. Provide temporary protection to trees and vegetation to remain from herbicide appli-
cation through the use of plywood shield during spraying.
10. If existing irrigation system is interrupted, water trees and other vegetation to remain
within limits of contract work as required to maintain their health during course of
construction operations per SECTION 01 56 39 – TREE PROTECTION.
11. Trenching or excavation that is scheduled to occur within the dripline of
trees/vegetation not designated for removal shall be done by hand per SECTION 01
56 39 – TREE PROTECTION.
12. Contractor shall repair or replace trees and vegetation not designated for removal
which are damaged by construction operations, in a manner acceptable to Owner’s
Representative. This can include the Contractor having to hire a licensed arborist to
repair any such damages to trees and shrubs per the discretion of the Owner’s Rep-
resentative or to replace the tree in kind.
13. Topsoil: Topsoil is defined ASTM D 5268, pH range of 6.0 to 6.8, fertile, friable, natu-
ral topsoil of sandy loam character, without admixture of sub-soil material, obtained
from a well drained arable site, reasonably free from clay, lumps, coarse sands,
stones, plants, roots, sticks, and other foreign materials.
PART 2 - PRODUCTS
A. The Contractor shall furnish all materials, tools, equipment, facilities, and services as re-
quired for performing site clearing and other site preparation work.
PART 3 - EXECUTION
3.01 PREPARATION
A. Call Local USA Underground not less than two working days before performing Work.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 31 10 00 – SITE CLEARING
Page 3
1. Request underground utilities to be located and marked within and surrounding con-
struction areas.
3.02 PROTECTION
A. Locate, identify and protect utilities indicated to remain, from damage.
B. Protect trees, plant growth, and features designated to remain, as final landscaping, per
SECTION 01 56 39 – TREE PROTECTION.
C. Protect bench marks, and existing structures from damage or displacement.
D. Carefully remove all items to be salvaged, and store on City property where indicated or
as directed by the City.
3.03 SITE CLEARING
A. Remove volunteer trees, shrubs, grass and other vegetation, improvements, or obstruc-
tions interfering with installation of new construction and remove items noted for removal
on the plans. Remove and dispose of such items off site or premises, unless otherwise
noted or directed. Removal includes digging out stumps and roots.
B. Carefully and cleanly prune roots per SECTION 01 56 39 – TREE PROTECTION.
C. Clearing: Clear site of trees, shrubs and other vegetation designated for removal. Pro-
vide protection of trees to remain per SECTION 01 56 39 – TREE PROTECTION.
D. Grubbing: Excavate, remove and dispose of all roots, stumps, and other vegetation to a
minimum depth of 24” only where indicated on the plans. Measured depth shall be from
existing ground surface or new finished grade, whichever is lower. Refer to SECTION 01
56 39 – TREE PROTECTION and elsewhere in the contract documents for allowable
grubbing techniques beneath or adjacent to existing tree drip lines.
E. Removal of Existing Improvements & Pavements: Remove existing improvements nec-
essary to permit construction, and other work as indicated.
F. Temporary Removal of Existing Improvements: Carefully remove, stockpile and protect
existing elements that will interfere with construction operations as necessary. These
items shall be re-installed when timing is appropriate in a condition similar to, or better
than, their original condition. Removal of abandoned underground piping or conduit inter-
fering with construction is included under this section.
G. Dust Control: Creation of dust shall be minimized as necessary by sprinkling, or other
EPA approved method and as acceptable to the Engineer.
H. Topsoil Stripping may be performed in areas of creek widening or areas to be paved, for
re-use in Top Dressing Fill if approved by the Engineer in advance. After removal of all
vegetative material, rocks and debris, strip approved topsoil to a minimum depth of four
inches (4”) in a manner to prevent intermingling with underlying subsoil or other objec-
tionable material.
I. Stop topsoil stripping at the driplines of trees and vegetation not designated for removal
per the SECTION 01 56 39 – TREE PROTECTION.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 31 10 00 – SITE CLEARING
Page 4
J. Stockpile topsoil in storage piles in areas shown, or where they will cause the least dis-
turbance to construction operations. Construct storage piles to freely drain surface water.
Treat storage piles as necessary to prevent erosion by wind or water. Monitor and control
dust at all times.
K. All topsoil (including any remaining vegetation) which is not classified as suitable fill ma-
terial shall be excavated down to suitable fill material, except in plant bed areas.
L. Stockpiling of items removed in conjunction with site clearing operations by the
Contractor will only be allowed when the material will be re-used on site. Contractor shall
remove and dispose of all other materials from the site on the same day as the site
clearing operation occurs.
3.04 CLEAN UP
A. Removal from Owner's Property: Remove all waste materials and unsuitable and excess
topsoil from Owner's property and dispose of off site in legal manner. Site is to be main-
tained in a clean condition at all times.
PART 4 – MEASUREMENT AND PAYMENT
4.01 MEASUREMENT
A. All work performed under SECTION 31 10 00 – SITE CLEARING will be measured on a
lump sum basis.
4.02 PAYMENT
A. The contract lump sum price paid for Site Clearing shall include full compensation for fur-
nishing all labor, materials, tools, equipment, and incidentals for doing all the work in-
volved, complete and in place, as shown on the plans, including disposal, as specified in
these specifications, and as directed by the Engineer.
END OF SECTION 31 10 00
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 31 13 13 – SELECTIVE TREE REMOVAL
Page 1
SECTION 31 13 13 – SELECTIVE TREE REMOVAL
PART 1 - GENERAL
1.01 SECTION INCLUDES
A.The work of this section consists of providing all necessary labor, tools, equipment, and
incidentals to remove trees as described in the Technical Specifications and shown on the
Drawings.
1.02 RELATED SECTIONS
A.Related Work Specified Elsewhere: As applicable, related work specified elsewhere may
include, but is not limited to, the following:
1.DOCUMENT 00700 – GENERAL CONDITIONS
2.SECTION 01 36 00 – FIELD ENGINEERING AND SURVEY
3.SECTION 01 56 39 – TREE PROTECTION
1.03 PROJECT CONDITIONS
A.The Contractor shall attend a walk-through of the site with the Engineer to confirm trees that
are to be removed. The walk-though shall also establish the acceptability of proposed means
and extent of removing and means and methods that will be used to protect existing trees to
remain.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
3.01 PROTECTING EXISTING PLANTS
A.Contractor shall comply with all requirements and conditions in Section 01 56 39 – Tree
Protection.
3.02 SELECTIVE REMOVAL OF TREES
A.The Contractor shall give all notices required for performance and completion of tree removal
including removal work, hauling, and disposal.
B.Fell trees to prevent damage to adjacent structures and to those trees and shrubs designated to
remain. Remove stumps and roots to a clear depth of 36” below existing grades in areas of lawn,
and to full depth in areas of paving, building footings, or utility structures.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 31 13 13 – SELECTIVE TREE REMOVAL
Page 2
PART 4 – MEASUREMENT AND PAYMENT
4.01 MEASUREMENT
A.Remove tree shall be measured on a unit basis.
B.Grind and remove stump shall be measured on a unit basis.
4.02 PAYMENT
A.The unit price paid for Remove Tree shall include full compensation for furnishing all labor,
materials, tools, equipment, and incidentals for doing all the work involved in removing trees,
complete in place, as shown on the plans, as specified in these specifications, and as
directed by the Engineer.
B.The unit price paid for Grind and Remove Stump shall include full compensation for
furnishing all labor, materials, tools, equipment, and incidentals for doing all the work involved
in grinding and removing stumps, complete in place, as shown on the plans, as specified in
these specifications, and as directed by the Engineer.
END OF SECTION 31 13 13
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 31 20 00 – EARTHWORK
Page 1
SECTION 31 20 00 – EARTHWORK
PART 1 – GENERAL
1.01 RELATED DOCUMENTS
A. Drawings, Divisions 0 & 1, including Doc. 00700 General Conditions and Doc. 00800
Special Conditions, and the technical specifications apply to this Section.
1.02 DESCRIPTION OF WORK
A. The work of this Section consists of furnishing all necessary labor, materials, tools,
equipment and incidentals required for, but not limited to excavation, trench excavation for
underground utilities, drainage and placement of backfill, subgrade preparation for paving,
rough grading, fine grading and compaction as shown on the Drawings and as specified
herein.
1.03 SUBMITTALS
A. General: Submit under the provisions of Document 00700, General Conditions,
Submittals.
B. The Contractor shall furnish certified test reports and analyses certifying that the materials
proposed for use at the project site conform to requirements, and that all tests were
conducted in accordance with the specifications.
C. The Contractor shall prepare a work plan detailing the order of work, waste excavation
minimization and material handling.
D. Material Data – Contractor shall submit data which describes the engineering properties
of the proposed imported fill to the Owner for acceptance of fill choice prior to purchasing.
1.04 REFERENCES
A. Caltrans Standard Specifications, 2010 Edition
B. State of California, Department of Environmental Protection Regulations
C. ASTM C136: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
D. ASTM C231: Standard Test Method for Air Content of Freshly Mixed Concrete by the
Pressure Method
E. ASTM D422: Standard Test Method for Particle-Size Analysis of Soils
F. ASTM D1556: Standard Test Method for Density and Unit Weight of Soil in Place by the
Sand-Cone Method
G. ASTM D1557: Standard Test Method for Laboratory Compaction Characteristics of Soil
Using Modified Effort (56,000 ft-lb./cu. ft.)
H. ASTM D2487: Standard Classification of Soils for Engineering Purposes (Unified Soil
Classification System)
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 31 20 00 – EARTHWORK
Page 2
I. ASTM D3740: Standard Practice for Minimum Requirements for Agencies Engaged in
the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and
Construction
J. ASTM D4318: Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index
of Soils
K. ASTM D2922: Standard Test Methods for Density of Soil and Soil-Aggregate In Place by
Nuclear Methods (Shallow Depth)
L. ASTM D3017-78: Standard Test for Moisture Content of Soil and Soil-Aggregate In Place
by Nuclear Methods
1.05 QUALITY ASSURANCE
A. The Owner reserves the right to approve materials to be used in construction. Do not use
materials which, after approval, have become unfit for use.
B. Field testing of compacted soil may be done by the Owner in accordance with ASTM
D1556 or ASTM D2922, using the nuclear method, for the Owner’s sole convenience.
The Owner may perform compaction tests one time at no expense to the Contractor. Re-
tests necessary because of inadequate compaction, or readiness will be performed at the
Contractor's sole expense. Copies of the density test results shall be submitted to the
Owner.
C. Maximum Dry Density: The maximum dry density of the material shall be as determined
by ASTM D1557. Moisture density relations of soil shall be determined by ASTM D1557.
D. Moisture Content: The ratio, expressed as a percentage of the weight of water for a given
soil mass to the weight of solid particles, shall be determined by ASTM D1557.
E. Dry Density: The weight of soil solids per unit of total volume of soil mass shall be
determined by ASTM D1557.
F. Air Content: The total calculated air content of controlled density fill shall be determined
by ASTM C231 immediately after discharge from the mixer.
G. Perform work as specified herein and in accordance with Section 19, “Earthwork” of the
State of California Department of Transportation, Standard Specifications, dated 2010.
H. If at any time, the Contractor encounters impacted soil or groundwater, as indicated by
visual discoloration, noticeable odor, or evidence of asbestos fibers, the Contractor shall
immediately notify the Owner.
I. If at any time, the Contractor encounters any potential historical artifacts, including glass,
ceramics, wooden structures or skeletal remains, the Contractor shall stop work and
immediately notify the Owner.
J. The Contractor is responsible for performing excavation to meet applicable OHSA safety
standards and requirements
K. The Contractor is responsible for determining the equipment and construction methods
necessary to efficiently perform the work.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 31 20 00 – EARTHWORK
Page 3
1.06 EXISTING SITE CONDITIONS
A. Locations of existing pipelines, utilities and substructures shown on the Contract Drawings
are approximate. It shall be the Contractor's responsibility to contact all owners of lines and
structures that may interfere with the work. Contact Underground Service Alert (1-800-642-
2444) and CenturyLink (1-800-AT-FIBER) at least 2 working days before commencing work.
Cooperate with the Owner and utility agencies to keep services and facilities in operation.
Repair damaged substructure to the satisfaction of the Owner at no additional cost to
Owner. Do not interrupt existing utilities serving facilities occupied and used by others,
except when permitted in writing by the Owner or private utility owner(s) and then only after
acceptable temporary utility services have been provided.
B. Above ground utilities adjacent to excavations shall be protected by the Contractor using
methods approved by the owner of the facility.
1.07 DEFINITIONS
A. Roadway Excavation: Removal of materials, regardless of the nature of the material
encountered, the moisture content thereof, and the type of equipment required for
excavating to the top of subgrade as shown on the plans. Common Excavation will
include the removal of pavement bases, granular material, soil, rubble, saturated or
unsaturated mixtures of unsatisfactory soils and organics (peat, muck, etc.) and any other
material encountered within the limits of new construction.
B. Utility Trench Excavation: Removal of material, regardless of the nature of the material
encountered, the moisture content thereof, and the type of equipment required for
excavating utility trenches as shown on the plans. Utility trench excavation will include the
removal of pavement bases, granular material, soil, rubble, saturated or unsaturated
mixtures of unsatisfactory soils and organics (peat, muck, etc.) and any other material
encountered within the limits of new construction.
C. Degree of Compaction: A percentage of the maximum density obtained by the test
procedure presented in ASTM D1557, Method C.
PART 2 – PRODUCTS
2.01 MATERIALS
A. Satisfactory Soils.
1. Fill. Fill shall be equivalent to ASTM D 2487 soil classification groups SM, SC,
ML, CL, OL, or a combination of these group symbols. Fill can be comprised of
Native Soil material generated from onsite excavation or imported fill as long as
the soil meets the satisfactory soil specifications herein. Fill should be free of
organic material and debris, should not contain rocks or clods that are greater
than 3 inches in largest dimension. Fill should have a plasticity index of 16 or
less. All soils proposed for use as Fill should be approved by the Owner prior to
purchasing or delivery to the site or placement. See submittal requirements
B. Unsatisfactory Soils.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 31 20 00 – EARTHWORK
Page 4
1. Fill. ASTM D 2487 soil classification groups GW, GP, GM, GC, SW, SP, MH,
CH, OH, and PT, or a combination of these group symbols. Other unacceptable
soils would include rip-rap.
a. Unsatisfactory soils also include satisfactory soils not maintained within 4
percent of optimum moisture content at time of compaction
C. Fill. Suitable soil excavated from the project site and imported materials which meet the
satisfactory soil materials specifications.
D. Bedding material for culverts, pipes and utilities shall be sand or fine gravel with less than
ten percent fines and shall conform to the provisions in ASTM D2487 (Class 1).
E. Class 3 permeable material for retaining walls shall conform to section 68-2.04F(4),
Class 3 Permeable Material,” of the 2010 Caltrans Standard Specifications.
F. Tracer Tape (Detection Tape or Warning Ribbon)
1. Provide Magnetic Terra Tape Sentry-Line or approved equal at least as wide as
the pipe:
Identification Type and Minimum width Color
Gas Line 12” Sentry Line 1350 Yellow
Water Line/Irrigation Main 4” Sentry Line Extra Stretch 540 Blue
Electrical Line 4” Sentry Line Extra Stretch 540 Red
Signal Lines 4” Sentry Line Extra Stretch 540 Orange
Fiber Optics Line 4” Sentry Line Extra Stretch 540 Orange
Sanitary Sewer 10” Sentry Line Extra Stretch 540 Green
Storm Drain 12” Sentry Line Extra Stretch 540 Green
PART 3 – EXECUTION
3.01 GENERAL REQUIREMENTS
A. Existing Underground Lines and Services: Carefully uncover, support and protect lines and
services. Care should be exercised in protecting lines against damage. Do not cut, remove
or damage these items without prior written approval from the Utility; otherwise the
Contractor shall repair or replace the items at the Contractor's expense, to the satisfaction of
the Utility. Remove unclaimed utilities as directed.
B. Utilization of Excavated Materials: Material removed from excavations shall be used in
the construction of fills, embankments, subgrades, and similar purposes, unless the
material is deemed unsuitable by the Owner.
C. Surplus soil or soil deemed unsuitable for backfill shall be stockpiled separately. No
excavated material shall be used on site without authorization from the Owner. Material
authorized to be used on site shall be stockpiled as acceptable to the Owner. No
excavated material shall be disposed of or stockpiled in such a manner as to obstruct the
flow of any stream, impact wetlands, endanger a partly finished structure, impair the
efficiency or appearance of any structure, or be detrimental to the completed or in-
progress work in any way.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 31 20 00 – EARTHWORK
Page 5
D. Vertical Tolerance. Vertically layout and finish-grade the earthwork area to within 0.30
feet of the elevation(s) shown on the Drawings, and to smoothly transition vertically with
the existing ground lines.
E. Horizontal Tolerance. Horizontally layout and construct the earthwork to within 0.5 feet of
the true horizontal position indicated on the drawings, and smoothly transition horizontally
with the existing ground lines. The principal edges of earthwork shall be constructed
straight or smoothly curved as indicated on the drawings without readily noticeable
waviness.
F. Grading Tolerance. Construct slopes within 5 percent of the designed slope ratio. Slopes
shall be even, i.e., not convex nor concave when viewed up-and-down and across the
face of the slope.
G. If at any time during site preparation, excavation, or other ground disturbances associated
with this development, any artifact or other evidence of an historic archaeological
resource or a Native American cultural site is discovered, the responsible persons shall
immediately cease and desist from all further site excavation and notify the Sheriff-
Coroner and the Owner if the discovery contains human remains, or the Owner if the
discovery contains no human remains.
3.02 DUST CONTROL
A. Dust Control shall be in accordance with the Caltrans Standard Specifications Section 18.
The Contractor shall keep the entire site of work, inclusive of pedestrian and vehicular
routes through the work areas, continuously free of dust, by watering as follows:
1. Supply water and apply at locations necessary to control dust from excavated
areas, from stacked materials, and from other materials in the amount as directed
by the Owner.
2. The Contractor’s dust control activities shall be in accordance with the applicable
OSHA, Cal/OSHA, and State of California, Department of Environmental
Protection regulations.
3. Use of soil binders shall be subject to conformance with all project requirements
and prior acceptance by the Owner.
3.03 EXCAVATION
A. The Contractor shall perform excavation of every type of material encountered within the
limits of the work, to the lines, grades, and elevations as specified herein and as indicated
on the Contract Drawings.
B. Cutting: Perform cutting to required elevations. Where unsuitable material is exposed at
completion of planned cutting, perform further cutting as directed by Owner until material
suitable for bearing is reached.
C. Excavating
1. General: Excavate to required elevations and dimensions, allowing ample space
for form and material placement, inspection, and form removal. If the nature of
the soil permits and Owner gives prior approval, excavation cuts for footings and
grade beams may be made to correct dimensions and used as a concrete form.
Degree of slope for open cut earth banks shall not exceed 2:1 horizontal to
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 31 20 00 – EARTHWORK
Page 6
vertical rise in either dry or wet condition. Construction excavation shall not
exceed 2 vertical to 1-1/2 horizontal slope.
2. Removing Material: Excavate all material encountered, except for existing
services and permanent structures. Soil conditions at bottom of excavation shall
be subject to Owner’s approval. Surfaces shall be level, or sloped if required,
clean, and clear of mud. Maintain them in good condition until overlying materials
are placed.
3. Suitable Bearing: Where unsuitable material is exposed at completion of planned
excavation, perform further excavation as directed by Owner until suitable bearing
is reached. Place and compact backfill as specified herein to correct elevations.
4. Over Excavation: If materials are removed below required elevation, through error
or careless excavating, corrective measures shall be performed by Contractor at
his own expense.
5. Surface Preparation for Fill Placement. Fill surfaces should be relatively clean
and free of roots, or other debris which would compromise bonding between
placed material and native or existing materials.
6. Fill Placement. Place the fill according to specifications F and G listed next, and
according to the Contract Drawings. Smoothly transition fill into the existing
topography.
7. Fill Placement Methods. Excavated surfaces and fill areas supporting the
brushlayer slopes, and erosion control fabric shall be layer-placed in 8-inch thick
maximum loose) layers, wetted to at-least optimum moisture content in
accordance with ASTM D1557 Method A, and mechanically compacted to
achieve 90 percent of the maximum density.
a. Layers shall be horizontal.
b. Wet or dry the fill material as necessary to achieve proper moisture
content and compaction.
c. The Contractor is responsible for achievement of proper compaction, as
specified herein, during fill placement.
D. Material Storage and Disposal: Select stripped, cut, and excavated material which can be
used later; classify and stockpile each type separately. Dispose of unsuitable and excess
material and debris at lawful off-site locations.
E. Temporary support systems shall conform to the OSHA requirements.
F. Excavation and fill shall be performed in a manner and sequence that will provide proper
drainage at all times.
G. Structure excavation shall conform to the provisions in Section 19-3, “Structure
Excavation and Backfill” of the Caltrans Standard Specifications.
3.04 BACKFILL (GENERAL)
A. Place backfill in layers not to exceed 8 inches of loose material, and compact each layer
to at least 90 percent laboratory maximum density, in such a manner as to prevent
wedging action or eccentric loading.
B. Backfill excavations when installations have been completed, inspected, and approved.
Concrete shall have attained sufficient strength to withstand pressure of earth and
compacting operation. Before proceeding, excavations shall be free of forms, debris and
other foreign materials.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 31 20 00 – EARTHWORK
Page 7
3.05 BACKFILL, BEDDING AND FILL FOR CULVERTS, PIPES AND UTILITIES
A. Bedding and Backfill Around Pipes and Utilities:
1. Before the initial layer of bedding is placed, the bottom surface of the trench shall be
tamped or compacted by plate or other means to provide a base for the bedding.
2. Before the pipe or conduit is laid, the bedding material shall be placed and
compacted in conformance to the provisions in Section 19-3.02E, “Culvert
Beddings,” of the Caltrans Standard Specifications and per City Standard Detail 4-
24. No jetting shall be permitted.
B. Unless specified elsewhere, backfilling for underground utilities shall comply with the
following:
1. Replace any unsuitable material with approved backfill material and compact as
directed by the Owner and as specified herein. Approved backfill material shall
include:
a. Approved native excavated material.
b. Imported Backfill
2. Place and compact initial lifts in 6-inch layers maximum uncompacted thickness
until 12 inches over pipe. Subsequent lifts may be up to 12 inches in depth prior to
compaction. Bring up uniformly on both sides of pipe. Unless otherwise permitted by
Owner, foundations for underground utilities and associated structures shall be
compacted to not less than 95% of the maximum density as determined by ASTM
D1557.
3. Tracer tape (detection tape) shall be placed one foot above new and recently
exposed buried utilities. Lay tape flat with three foot of overlap at the end of rolls.
C. Keep construction equipment away from edges of excavation a distance equal to the depth
of the excavation.
D. Do not place stones or any material larger than 3 inches in backfill around pipes.
E. Maximum Dry Density and Optimum Moisture Content:
The maximum dry density and optimum moisture content of non-granular soils (greater than
12 percent by weight passing through a No. 200 sieve) shall be determined by one of the
methods described in ASTM D1557 (AASHTO T180).
F. Moisture Control:
Field moisture tests shall be performed in accordance with ASTM Test D3017 (Nuclear
Probe Method). At the time of compacting, backfill material and the surface on which it is to
be placed shall be within -2 to +2 percent optimum moisture content and meet specified
compaction requirements. Do not compact fill or backfill until it has attained the required
moisture content. Add an accurately determined and carefully measured amount of water to
the materials or surfaces which are too dry. Material containing an excess of moisture shall
be dried by manipulation, aeration, drainage, or other means before being compacted.
3.06 CLASS 3 PERMEBALE MATERIAL FOR RETAINING WALLS
Class 3 permeable material shall be placed in accordance with section 68-2.03, “Construction,” of
the 2010 Caltrans Standard Specifications.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 31 20 00 – EARTHWORK
Page 8
3.07 HAULING
No excavated material shall be hauled out of the project area without prior approval by the Owner.
3.08 EXCESS MATERIAL
All excavation material in excess of that used for backfilling, embankment and similar purposes,
shall be handled in accordance with these specifications.
3.09 GRADING AND COMPACTION
A. Grading:
1. Grading shall conform to the Contract Drawings and the tolerances specified
herein. Satisfactory excavated materials shall be transported to and placed in fill
or embankment within the limits of the work. Unsatisfactory materials
encountered within the limits of the work shall be excavated and replaced with
satisfactory materials as directed by the Owner. Unsatisfactory materials shall be
removed and disposed off-site.
2. The surface of all excavations, embankments, and subgrades shall be finished to
a smooth and compact surface in accordance with the lines, grades, and cross
sections or elevations shown on the Contract Drawings. The degree of finish for
all graded areas to be paved within this contract shall be within 0.05 feet of the
grades and elevations indicated. Ditches shall be finished in a manner that will
result in effective drainage.
3. Subgrade shall be shaped to line, grade, and cross section, and compacted as
specified. This operation shall include plowing, disking, scarifying existing track
subgrade and all moistening or aerating required to obtain specified compaction
and moisture content. Soft or otherwise unsatisfactory material shall be removed
and replaced with excavated material or other approved material as directed. Low
areas resulting from removal of unsatisfactory material shall be brought up to
required grade with satisfactory materials, and the entire subgrade shall be
shaped to line, grade, and cross section, and compacted as specified. After
rolling, the surface of the subgrade shall not show deviation greater than 0.10 feet
when tested with a 10-foot straightedge applied both parallel and at right angles
to the centerline of the area. The elevation of the finished subgrade shall not vary
more than 0.10 feet from the established grade and cross section.
4. Subgrades improperly compacted shall be re-opened to the depth directed by the
Owner, then refilled and compacted to the density specified at the Contractor’s
expense.
5. Ditches and drains along subgrade shall be maintained as required to drain the
subgrade effectively at all times. The finished subgrade shall not be disturbed by
traffic or other operations and shall be protected and maintained by the
Contractor in a satisfactory condition until embankment, subbase, base, or
pavement is placed. The storage or stockpiling of materials on the finished
subgrade will not be permitted. No subbase, base, or pavement shall be laid until
the subgrade has been checked and approved, and in no case shall subbase,
base, surfacing, or pavement be placed on a muddy, spongy, or frozen subgrade.
B. Compaction:
1. Proof-roll surfaces to determine if soft spots exist in the material using a loaded
water truck or similar approved equipment. If wet or spongy areas are revealed,
notify the Owner so that corrective measures may be determined. Soft spots shall
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 31 20 00 – EARTHWORK
Page 9
be removed and refilled until they meet the required compaction. Areas which
support the paving, utility structures, buildings, or other structures shall be inspected
during proof-rolling and approved by the Owner before further earthwork operations
are performed.
2. Furnish satisfactory power-operated or power-driven hand operated equipment
wherever possible to compact to requirements specified herein. Do not operate
mobile equipment closer to foundation than a horizontal distance equal to the height
of backfill above bottom of wall. Compaction shall be accomplished by sheep foot
rollers, pneumatic-tired rollers, steel-wheeled rollers, vibrator compactors, or
other approved equipment well suited to the type of material being compacted.
3. If the degree of compaction is unsatisfactory, make necessary adjustments until
specifications are met. Material placed over layers not satisfactorily compacted shall
be removed and the unsatisfactory areas re-compacted as directed by the Owner at
the contractor’s expense.
4. In addition to proof-rolling, the Owner shall perform field density tests in accordance
with ASTM Test Designation D1556 (Sand-Cone Method). The exact locations and
minimum number of field density tests shall be determined by the Owner, subject to
the following general requirements:
a. One field density test shall be taken for every 300 linear feet for each lift of
soil.
5. Unless otherwise noted, relative compaction of fill materials composing each layer
of fill shall not be less than 95 percent as determined by ASTM D1556.
6. These compaction requirements do not apply to material placed in stockpiles or
waste areas.
3.10 MAINTENANCE OF EXCAVATIONS
A. The Contractor shall maintain excavations when they are open and take all precautions to
keep them marked, barricaded and safe.
B. When backfill is placed, sheeting and bracing shall be removed in stages so that the walls
are supported by the shoring or by newly placed backfill.
C. Attention is directed to the OSHA Standards for shoring.
3.11 FINISH GRADING AND CLEAN UP
A. Spread topsoil and finish grade any disturbed soil areas to smoothly transition with the
surrounding ground lines and structures.
B. Once the earthwork has passed Final Acceptance inspection, promptly remove any
temporary erosion control materials.
C. Power wash any soiled paved areas.
PART 4 – MEASUREMENT AND PAYMENT
4.01 MEASUREMENT
A. Earthwork shall be measured by the cubic yard.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 31 20 00 – EARTHWORK
Page 10
B. Quantity of earthwork for payment excludes class 3 permeable material earthwork for
trenching and backfilling for storm drainage facilities.
4.02 PAYMENT
A. The contract price paid per cubic yard for Earthwork shall include full compensation for
furnishing all labor, materials, tools, equipment, and incidentals for doing all the work
involved, complete in place, as shown on the plans, as specified in these specifications,
and as directed by the Engineer.
B. The contract lump sum price for Earthwork shall be considered as a Final Pay Item as
defined in Sections 1-1.07B Glossary, and 9-1.02C of the Caltrans Standard
Specifications, except that “Department” shall be replaced with “City”.
C. Payment for class 3 permeable material for retaining walls shall be considered as
included in the price paid per linear foot for Construct Retaining Wall and no separate
payment shall be made therefore.
D. Payment for earthwork for and backfilling for storm drainage facilities shall be considered
as included in the items of payment for the storm drainage facilities and no separate
payment will be made therefore.
E. Costs associated with the handling and stockpiling of surplus or unsuitable material shall
be considered as included in the prices paid for items to which they apply and no
additional payment will be made.
F. All costs associated with dust control will be considered as included in the prices paid for
the items to which they apply and no additional payment will be made.
G. No payment will be made for the excavation, fill, or backfill performed in excess of the
planned or authorized dimensions and cross sections as shown on the project plans.
END OF SECTION 31 20 00
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 01 90 – PRUNING
Page 1
SECTION 32 01 90 PRUNING
PART 1 - GENERAL
1.01 SECTION INCLUDES:
A. Measures and requirements for pruning trees.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
A. Content applies to new plant installations only: i. If pruning of roots is required of existing plants
or trees, Contractor must contact Project Manager and arrange for FMD Grounds to review the
conditions and advise.
B. If pruning of roots 2” in diameter or greater is required for the construction of the improvements,
Contractor must seek approval from Design Professional prior to proceeding.
C. Contractor shall remove only dead, dying, or broken branches as approved by FMD Grounds.
Do not prune for shape.
D. Contractor shall prune and thin trees, shrubs, and vines according to standard professional
horticultural and arboricultural practices. Unless otherwise indicated by Design Professional, do
not cut tree leaders; remove only injured, dying, or dead branches from trees and shrubs; and
prune to retain natural character.
E. Pruning of plant material shall be limited to fine pruning.
F. Fine pruning is the removal of dead, diseased, injured, broken, rubbing, or crowded branches or
twigs. Minor branches and branches that connect to the trunk may be fine pruned. Fine pruning
should not result in large voids in the general outline or structure of the plant.
G. Protruding branch stubs, left on the tree after pruning, is not acceptable. It will increase the
possibility of decay and may result in the growth of undesirable shoots from the stub.
H. The normal shape of the plant shall be left intact unless otherwise directed by the Design
Professional. Additional pruning may be required on trees of special use or character.
1. All pruning cuts on woody plants shall be made in accordance with standards set forth in
the National Arborist Association's Pruning Standards for Shade Trees, Class I Fine
Pruning. Improperly pruned shrubs and trees may result in rejection of plants by the
Design Professional.
2. Location of Pruning Cut
a. All pruning cuts by the Contractor shall be made sufficiently close to the parent
limb so as not to have a protruding stub but shall be beyond the branch bark collar
of the branch.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 01 90 – PRUNING
Page 2
b. Branch bark ridges and collars are areas or lines of bulging bark that usually are
rougher and darker in color than surrounding bark. Branch bark ridges occur above
the lateral on the parent limb, while the collar occurs below the lateral. Studies
show that the branch bark ridges and the collar form a strong barrier between the
branch and the trunk against decay. This barrier shall not be violated by a pruning
cut.
3. Pruning Large Branches
a. If a cut is required on a limb greater than 1 inch (1") diameter, the Contractor shall
consult the Design Professional for prior approval and instructions.
4. Treatment of Pruning Cuts
a. Treatment of pruning cuts with wound dressings and/or paints is not necessary for
proper wound repair and shall not be applied to any pruning cuts or wounds
PART 4 - MEASUREMENT AND PAYMENT
4.1 MEASUREMENT
A. The work performed under this section will be measured on a lump sum basis.
4.2 PAYMENT
A. The contract lump sum price paid for Prune Existing Trees shall include full
compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for
doing all the work involved in pruning existing trees, complete in place, as specified in
these specifications, and as directed by the Engineer.
END OF SECTION 32 01 90
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 11 23 – AGGREGATE BASE COURSES
Page 1
SECTION 32 11 23 - AGGREGATE BASE COURSES
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings, Divisions 0 & 1, including Doc. 00700 General Conditions and Doc. 00800
Special Conditions, and the technical specifications apply to this Section.
1.02 DESCRITION OF WORK
A. Aggregate base material and source quality control.
B. Installation standards.
C. Spreading of material.
D. Compacting.
E. Field quality control.
1.03 SUBMITTALS
A. General: Submit under the provisions of Document 00700, General Conditions,
Submittals.
B. Product Data: Submit source, gradation, R-value, sand equivalent, and durability for the
proposed base material.
C. Test Reports: Submit plant and field test reports as specified in Articles 2.02 and 3.05
herein.
1.04 REFERENCES
A. American Society for Testing and Materials (ASTM):
1. ASTM C136: Test Method for Sieve Analysis of Fine and Coarse Aggregates
2. ASTM D421: Practice for Dry Preparation of Soil Samples for Particle-Size
Analysis and Determination of Soil Constants
3. ASTM D1241: Specification for Materials for Soil-Aggregate Subbase, Base, and
Surface Courses
4. ASTM D1557: Test Method for Laboratory Compaction Characteristics of Soil
Using Modified Effort
5. ASTM D2419: Test Method for Sand Equivalent Value of Soils and Fine
Aggregate
6. ASTM D2844: Test Method for Resistance R-Value and Expansion Pressure of
Compacted Soils
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 11 23 – AGGREGATE BASE COURSES
Page 2
7. ASTM D2922: Test Methods for Density of Soil and Soil-Aggregate in Place by
Nuclear Methods (Shallow Depth)
8. ASTM D3017: Test Method for Moisture Content of Soil and Soil-Aggregate in
Place by Nuclear Methods (Shallow Depth)
9. ASTM D3744: Test Method for Aggregate Durability Index
B. State of California, Department of Transportation (Caltrans), Standard Specifications,
2010 edition:
1. Section 17 Watering
2. Section 26 Aggregate Bases
PART 2 - PRODUCTS
2.01 AGGREGATE BASE MATERIAL
A. Aggregate for base course at the time the base material is deposited on the prepared sub
grade or sub base shall conform with ASTM D1241 and the following requirements:
1. Class 2 Aggregate Base:
a. Class 2 aggregate base shall be free of vegetable matter, reclaimed
asphalt, concrete, glass and other deleterious substances. Coarse
aggregate, material contained on the No. 4 sieve, shall consist of
material of which 25 percent by weight shall be crushed particles. ¾”
Class 2 aggregate base shall conform to the following grading,
determined in accordance with ASTM C136:
Percentage Passing Sieves
1-1/2 inch 3/4-inch
Sieve Sizes Maximum Maximum
2-inch 100 -----
1-1/2 inch 90-100 -----
1-inch -----100
3/4-inch 50-85 90-100
No. 4 25-45 35-55
No. 30 10-25 10-30
No. 200 2-9 3-9
b. Class 2 aggregate base shall conform to the following additional
requirements:
ASTM Test
Tests Method Requirements
Resistance (R-Value) D2844 78 min.
Sand Equivalent D2419 30 min.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 11 23 – AGGREGATE BASE COURSES
Page 3
Durability Index D3744 35 min.
2. Where aggregate base is used as finish surfacing, it shall be virgin material.
2.02 SOURCE QUALITY CONTROL
A. The Contractor shall perform sampling and tests of the aggregate base material in
accordance with the ASTM Test Methods herein specified and provide copies of such
tests to City, to determine compliance with specified requirements. Samples shall be
taken from material as delivered to the site, and shall be prepared in accordance with
ASTM D421, as applicable.
B. Aggregate grading or sand equivalent test shall represent no more than 500 cubic yards
of base material or one days production, whichever is the greater amount.
PART 3 - EXECUTION
3.01 EXAMINATION
A. The Contractor shall call for an inspection by the Owner and obtain written acceptance of
the prepared sub grade or sub base before proceeding with the placement of aggregate
base course.
B. The sub grade or sub base to receive aggregate base course, immediately prior to
spreading, shall conform to the compaction and elevation tolerances indicated for the
material involved and shall be free of standing water and loose or extraneous material in
accordance 31 20 00.
3.02 INSTALLATION STANDARDS
A. Aggregate base shall be applied over the prepared sub grade or sub base and
compacted (95% relative compaction unless otherwise noted) in accordance with Section
26 of the Caltrans Standard Specifications.
B. Aggregate base shall have minimum uniform thickness after compaction of dimensions
indicated. Where not indicated, compacted thickness shall be 6 inches.
C. All compaction expressed in percentages in this section refers to the maximum dry
density as determined by ASTM D1557.
3.03 SPREADING OF MATERIAL
A. Aggregate for base shall be delivered as uniform mixture of fine and coarse aggregate
and shall be spread in layers without segregation.
B. Aggregate base material shall be free from pockets of large and fine material.
Segregated materials shall be remixed until uniform.
C. Aggregate base material shall be moisture-conditioned to at least 2% over optimum
moisture content.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 11 23 – AGGREGATE BASE COURSES
Page 4
D. Aggregate base 6 inches and less in thickness may be spread and compacted in one
layer. For thickness greater than 6 inches, the base course aggregate shall be spread
and compacted in two or more layers of uniform thickness not greater than 6 inches each
per Caltrans Standard Specification Section 26.
3.04 COMPACTING
A. Relative compaction of each layer of compacted aggregate base material shall be not
less than 95 percent as determined by ASTM D1557.
B. Thickness of finished base course shall not vary more than 3/4 inch from the indicated
thickness at any point. Base that does not conform to this requirement shall be reshaped
or reworked, watered, and recompacted to achieve compliance with specified
requirements.
C. The surface of the finished aggregate base course at any point shall not vary more than
3/4 inch above or below the indicated grade.
3.05 FIELD QUALITY CONTROL
A. The Owner may, for Owner’s sole convenience, perform field tests to determine
compliance with specified requirements for density and compaction of aggregate base
material, and to determine moisture-content compliance of the installed base course.
B. Testing frequency by Owner, if performed, is anticipated to be not less than one test for
every 2,000 square feet of base course material, per layer or lift. Contractor shall
accommodate and cooperate with such testing activity.
PART 4 - MEASUREMENT AND PAYMENT
4.01 MEASUREMENT
A. Class 2 Aggregate Base shall be measured by the cubic yard.
4.02 PAYMENT
A. The contract price paid per cubic yard for Class 2 Aggregate Base shall include full
compensation for furnishing all labor, materials, tools, equipment and incidentals, and for
doing all the work associated with aggregate base, complete and in place, as shown on
the plans, as specified in these specifications, and as directed by the Engineer.
END OF SECTION 32 11 23
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 12 16 – ASPHALT PAVING
Page 1
SECTION 32 12 16 - ASPHALT PAVING
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings, Divisions 0 & 1, including Doc. 00700 General Conditions and Doc. 00800
Special Conditions, and the technical specifications apply to this Section.
B. Section Includes:
1. Cold milling of existing asphalt concrete pavement.
2. Asphaltic concrete paving, wearing, binder and base course.
3. Asphalt grinding and overlay
4. Asphalt Seal
1.02 DESCRIPTION OF WORK
A. Performance requirements:
1. Paving: Designed for movement of garbage and fire trucks.
1.03 SUBMITTALS
A. General: Submit under the provisions of Document 00700, General Conditions,
Submittals.
B. Product Data: Submit product information for all proposed products.
C. Design Data: Submit mix design per Section 39 for each asphalt concrete mix and seal
coat to be used.
1.04 QUALITY ASSURANCE
A. Perform Work in accordance with Caltrans Standard Plans and Specifications.
1.05 ENVIRONMENTAL REQUIREMENTS
A. Do not place asphalt when ambient air or base surface temperature is less than 40
degrees F, or surface is wet or frozen.
PART 2 – PRODUCTS
2.01 FLEXIBLE PAVEMENT
A. Asphalt Cement: As shown on plans and in accordance with Caltrans Standard Plans
and Specifications.
2.02 ASPHALT PAVING MIX
A. Use dry material to avoid foaming. Mix uniformly.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 12 16 – ASPHALT PAVING
Page 2
B. Asphalt mix: HMA Type A, with the grading of the combined aggregate conforming to
1/2-inch grading, and as specified in Section 39 of the Caltrans Standard Specifications.
C. Mix Temperature: In accordance with Caltrans Standard Plans and Specifications.
2.03 SOURCE QUALITY CONTROL AND TESTS
A. Test samples in accordance with Caltrans Standard Plans and Specifications.
PART 3 – EXECUTION
3.01 GENERAL
A. Protect all adjacent features to remain. Repair any damage or replace to satisfaction of
Owner.
3.02 EXAMINATION
A. Verify gradients and elevations of base.
B. Verify compacted asphalt, subgrade and subbase is dry and ready to support paving
and imposed loads as specified for the material involved. Remove loose and
uncompacted material in accordance with Caltrans Standard Specification Section 39.
3.03 PREPARATION
A. Apply primer in accordance with Caltrans Standard Plans and Specifications.
B. Use clean sand to blot excess primer.
C. Apply type SS1/SS1h tack coat in accordance with Caltrans Standard Plans and
Specifications
D. Asphalt binder used in HMA Type A must be PG 64-16.
E. Coat surfaces of frames with oil to prevent bond with asphalt pavement. Do not tack
coat these surfaces.
F. Existing pavements shall be removed to clean straight lines, and seams shall be located
at the edge of lanes and not in wheel paths.
3.04 COLD MILLING
A. Clean existing pavement surface of loose and deleterious material immediately before
cold milling (grinding). Remove existing asphalt pavement by cold milling to grades and
cross sections indicated.
1.Mill to a depth of 2 inches.
2.Patch surface depressions deeper than 1 inch after milling, before wearing
course is laid.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 12 16 – ASPHALT PAVING
Page 3
3.05 INSTALLATION - ASPHALT PAVEMENT SINGLE COURSE
A.Install work as shown on plans and in accordance with Caltrans Standard Plans and
Specifications.
B. Install utility boxes in correct position and elevation.
C. Compact pavement by rolling to specified density. Do not displace or extrude pavement
from position. Hand compact in areas inaccessible to rolling equipment.
D. Perform rolling with consecutive passes to achieve even and smooth finish without roller
marks.
3.06 ERECTION TOLERANCES
A. Flatness: In accordance with Caltrans Standard Plans and Specifications.
B. Scheduled Compacted Thickness: In accordance with Caltrans Standard Plans and
Specifications.
C. Variation from Indicated Elevation: In accordance with Caltrans Standard Plans and
Specifications.
D. Relative compaction to be 96% min.
PART 4 - MEASUREMENT AND PAYMENT
4.01 MEASUREMENT
A. Hot Mix Asphalt (Type A) shall be measured by the ton.
B. Grind Asphalt Concrete Pavement shall be measured per square foot.
4.02 PAYMENT
A.The contract price paid per ton for Hot Mix Asphalt (Type A) shall include full
compensation for furnishing all labor, materials, tools, equipment and incidentals, and for
doing all the work associated with hot mix asphalt, complete and in place, as shown on
the plans, as specified in these specifications, and as directed by the Engineer.
B. The contract price paid per square foot for Grind Asphalt Concrete Pavement shall
include full compensation for furnishing all labor, materials, tools, equipment and
incidentals, and for doing all the work associated with grinding asphalt concrete
pavement, complete and in place, as shown on the plans, as specified in these
specifications, and as directed by the Engineer
END OF SECTION 32 12 16
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 13 13 – CONCRETE PAVING
Page 1
SECTION 32 13 13 – CONCRETE PAVING
PART - 1 GENERAL
1.01 RELATED DOCUMENTS
A.Drawings, Divisions 0 & 1, including Doc. 00700 General Conditions and Doc. 00800
Special Conditions, and the technical specifications apply to this Section.
1.02 DESCRIPTION OF WORK
A.Drawings and general provisions of Contract, including General & Special Conditions and
all Specification sections, may apply to work of this section.
B.Work shall be in accordance with the Caltrans Standard Specification, Section 73:
Concrete Curbs and Sidewalks.
C.Section Includes:
1.Concrete sidewalk, walkways, curb ramps, and related work
2. Concrete curb, gutters, valley gutters, driveways and driveway conforms
D.Related Work Specified Elsewhere: As applicable, related work specified elsewhere may
include, but is not limited to, the following:
1.SECTION 32 11 23 – AGGREGATE BASE COURSES
2.SECTION 03 20 00 – CONCRETE REINFORCEMENT
3.SECTION 03 31 00 – STRUCTURAL CAST-IN-PLACE CONCRETE
1.03 SUBMITTALS
A.General: Submit under the provisions of Document 00700, General Conditions,
Submittals.
B.Product Data: Submit data on joint filler, color, admixtures, mix designs, and curing
compounds.
1.04 QUALITY ASSURANCE
A.Perform Work in accordance with ACI 301
B.Perform Work in accordance with Caltrans Standard Plans and Specifications
C.Obtain cementitious materials from same source throughout
1.05 ENVIRONMENTAL REQUIREMENTS
A.Section 01 60 00 - Product Requirements: Environmental conditions affecting products
on site.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 13 13 – CONCRETE PAVING
Page 2
B.Do not place concrete when base surface temperature is less than 40 degrees F, or
surface is wet or frozen.
1.06 PERFORMANCE REQUIREMENTS
A.Paving: Designed for movement of trucks up to 30,000 lbs.
PART - 2 PRODUCTS
2.01 FORM MATERIALS
A.Form Materials: Conform to ACI 301.
B.Isolation Joint Filler: ASTM D1752 Preformed Sponge Rubber or Cork Expansion type.
Color shall match concrete color.
2.02 REINFORCEMENT
A.Reinforcing Steel: As specified in Caltrans Standard Specification, Section 73: Concrete
Curbs and Sidewalks.
2.03 CONCRETE MATERIALS
A.Concrete Materials: As specified in Caltrans Standard Specification, Section 73: Concrete
Curbs and Sidewalks.
B.Base rock shall be per 32 11 23 Aggregate Base Courses. Backfill shall be per 31 20 00
Earthwork.
2.04 ACCESSORIES
A.Curing Compound: ASTM C309, Type 1 or 1D, Class A or B.
B.Preformed expansion joint filler must comply with Caltrans Standard Specification Section
73.
C.Color for sidewalk and driveways and curb and gutter: Dispersing black, 1 lb per cubic
yard mixed at batch plant.
2.05 CONCRETE MIX
A.Select proportions for normal weight concrete in accordance with ACI 301 Method 1.
B.Provide concrete to the following criteria:
1.Compressive Strength: 3,000 psi at 28 days.
2. Slump: 4 inches.
3.Minimum Cement Content: 550 pounds/cu yd.
4.Maximum Water/Cement Ratio: 50%.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 13 13 – CONCRETE PAVING
Page 3
2.06 SOURCE QUALITY CONTROL AND TESTS
A.General: Submit under the provisions of Document 00700, General Conditions,
Submittals.
B.Submit proposed mix design of each class of concrete to appointed firm for review prior
to commencement of Work.
C.Tests on cement, aggregates, and mixes will be performed to ensure conformance with
specified requirements.
D.Test samples in accordance with ACI 301.
PART - 3 EXECUTION
3.01 EXAMINATION
A.General: Submit under the provisions of Document 00700, General Conditions,
Submittals.
B.Verify compacted subgrade and base are in accordance with the Geotechnical
Investigation, in the appendix and are ready to support paving and imposed loads.
C.Verify gradients and elevations of base are correct.
3.02 SUBBASE
A.Aggregate Subbase: Install as specified in Section 32 11 23 and in accordance with the
Geotechnical Investigation, in the appendix.
3.03 PREPARATION
A.Moisten base to minimize absorption of water from fresh concrete.
B.Coat surfaces of structures and frames with allowed bituminous agent to prevent bond
with concrete pavement.
C.Notify Owner minimum two work days prior to commencement of concreting operations.
Confirm condition, compaction of subgrade before scheduling pour.
3.04 FORMING
A.Place and secure forms to correct location, dimension, profile, and gradient.
B.Assemble formwork to permit easy stripping and dismantling without damaging concrete.
C.Place joint filler vertical in position, in straight lines. Secure to formwork during concrete
placement.
3.05 REINFORCEMENT
A.Owner must review reinforcement before concrete is placed.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 13 13 – CONCRETE PAVING
Page 4
B.Place reinforcement as indicated.
C.Interrupt reinforcement at joints.
D.Place reinforcement to achieve pavement alignment as detailed.
3.06 PLACING CONCRETE
A.Place concrete in accordance with ACI 301.
B.Place curbs & gutters in accordance with Caltrans Standard Specification Section 73.
3.07 JOINTS
A.Place isolation joints at 18 foot intervals maximum. Align sidewalk joints.
B.Place isolation joint with full depth joint filler between paving components and building,
utility manholes, walls, foundations, drains, stairways, or other appurtenances.
C.Provide keyed, or saw cut contraction joints in hardened concrete, at 6 foot intervals, or
as indicated on plans to a depth equal to 1 inch. Arrange joints to create square panels
where possible and in accordance with plans, where applicable, and ACI 302.1R-10.
Sidewalk contraction joints may be performed by scoring with a grooving tool and
rounding corners with an edger tool to a depth of at least 1 inch, per Caltrans Standard
Specification Section 73-1.03E.
D.Scoring: shall match existing adjacent paving where it occurs and where feasible.
3.08 FINISHING
A.Sidewalk Paving:
1.Slopes less than 6 percent: Slip Resistant, medium broom finish.
2.Slopes greater than 6 percent: Slip resistant, heavy broom finish.
3.Radius to 1/4 inch radius.
4.Trowel joint edges.
5.Wood float.
B.Direction of Texturing: Transverse to direction of travel.
C.Place curing compound on exposed concrete surfaces immediately after finishing.
D.Footings: exposed portions of concrete footings for fences, information kiosk, signposts
and other amenity features shall be stained per Specification Section 32 13 16.
3.09 JOINT SEALING
A.Separate pavement from vertical surfaces with thick joint filler per manufacturer’s
recommendation.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 13 13 – CONCRETE PAVING
Page 5
B.Place joint filler in pavement pattern placement sequence. Set top to required elevations.
Secure to resist movement by wet concrete.
C.Extend joint filler from bottom of pavement to within 1/8 inch of finished surface.
3.10 TOLERANCES
A.Maximum Variation of Surface Flatness: 1/8 inch in 10 ft.
B.Maximum Variation from True Position: 1/8 inch.
3.11 FIELD QUALITY CONTROL
A.General: Submit under the provisions of Document 00700, General Conditions,
Submittals.
B.Testing firm will take cylinders and perform slump tests in accordance with ACI 301.
3.12 PROTECTION
C.Immediately after placement, protect pavement from premature drying, excessive hot or
cold temperatures, and mechanical injury.
D.Do not permit pedestrian or vehicular traffic over pavement until 80 percent design
strength of concrete has been achieved, or 7 days.
E.Cure per Caltrans Standard Specification Section 73.
PART 4 - MEASUREMENT & PAYMENT
4.01 MEASUREMENT
A.Construct Type A1-6 Curb and Gutter shall be measured on a linear foot basis.
B.Construct Type A2-6 Curb and Gutter shall be measured on a linear foot basis.
C.Construct Driveway shall be measured on a square foot basis.
D.Construct Sidewalk, Walkway, and Driveway Conform shall be measured on a square
foot basis.
E.Construct Curb Ramp shall be measured per each.
4.02 PAYMENT
A.The contract price paid per linear foot for Construct Type A1-6 Curb and Gutter shall
include full compensation for furnishing all labor, materials, tools, equipment, and
incidentals for doing all the work involved in constructing curb and gutter, complete in
place, as shown on the plans, as specified in these specifications, and as directed by the
Engineer.
B.The contract price paid per linear foot for Construct Type A2-6 Curb and Gutter shall
include full compensation for furnishing all labor, materials, tools, equipment, and
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 13 13 – CONCRETE PAVING
Page 6
incidentals for doing all the work involved in constructing curb and gutter, complete in
place, as shown on the plans, as specified in these specifications, and as directed by the
Engineer.
C.The contract price paid per square foot for Construct Driveway shall include full
compensation for furnishing all labor, materials, tools, equipment, and incidentals for
doing all the work involved in constructing driveway, including curb and gutter adjacent to
driveway, complete in place, as shown on the plans, as specified in these specifications,
and as directed by the Engineer.
D.The contract price paid per square foot for Construct Sidewalk, Walkway, and Driveway
Conform shall include full compensation for furnishing all labor, materials, tools,
equipment, and incidentals for doing all the work involved in constructing sidewalk,
walkways, and concrete driveway conforms, complete in place, as shown on the plans,
as specified in these specifications, and as directed by the Engineer.
E.The contract price paid per square foot for Construct Curb Ramp shall include full
compensation for furnishing all labor, materials, tools, equipment, and incidentals for
doing all the work involved in constructing curb ramp, including curb and gutter adjacent
to curb ramp, complete in place, as shown on the plans, as specified in these
specifications, and as directed by the Engineer.
END OF SECTION 32 13 13
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 17 23 – STRIPING & PAVEMENT MARKINGS
Page 1
SECTION 32 17 23 – STRIPING & PAVEMENT MARKINGS
PART 1 – GENERAL
1.01 RELATED DOCUMENTS
A. Drawings, Divisions 0 & 1, including Doc. 00700 General Conditions and Doc. 00800
Special Conditions, and the technical specifications apply to this Section.
1.02 DESCRIPTION OF WORK
A. The work of this Section consists of furnishing all necessary labor, materials, tools,
equipment and incidentals required for the application of traffic paint for pavement
markings and striping and for markers as indicated on the Contract Drawings and as
specified herein.
B. Related Work Specified Elsewhere: As applicable, related work specified elsewhere may
include, but is not limited to, the following:
1. SECTION 32 12 16 - ASPHALT PAVING
1.03 SUBMITTALS
A. General: Submit under the provisions of Document 00700, General Conditions,
Submittals.
1.04 REFERENCES
A. The State of California Department of Transportation (Caltrans) Standard Specifications
hereafter Caltrans Standard Specifications) following sections: Section 84, “Traffic
Stripes and Pavement Markings,” all applicable Articles as stated herein. Article 84-2.05,
Measurement” and Article 84-2.06, “Payment” are not applicable.
B. The State of California Department of Transportation (Caltrans) Standard Plans for
pavement marking symbols applicable to this Contract.
C. The Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices
MUTCD) 2009.
D. Caltrans MUTCD 2012 California Supplement
1.05 QUALITY CONTROL
A. Layout of Work
1. Prior to the application of the pavement markings, the Contractor shall mark the
location of all the pavement markings, and request inspection and approval of the
layout before proceeding with the application work.
1.06 DEFINITIONS
A. For the purpose of this Contract, the following pavement marking definitions apply:
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 17 23 – STRIPING & PAVEMENT MARKINGS
Page 2
1. Striping: A painted longitudinal line for separating traffic.
2. Pavement Marking: A painted symbol, crossing marking, parking stall, limit line,
lettering or striping greater than 6 inches in width.
PART 2 – PRODUCTS
2.01 MATERIALS
A. Pavement marking materials:
1. Color of pavement markings shall be as shown on the Contract Drawings.
2. Paint for pavement marking, striping, and platform paint shall be fast drying
solvent borne thermoplastic traffic paint conforming to Caltrans Standard
Specifications, Section 84-2.
3. Pavement Markers shall be 2-way Retroreflective Markers with type, color,
and placement conforming to Caltrans Standard Specifications, Section 85.
PART 3 – EXECUTION
3.01 APPLICATION
A. Locations of traffic stripes, pavement markings and pavement markers shall be as shown
on the Contract Drawings.
B. Method of application of paint shall conform to the requirements of Caltrans Standard
Specifications, Section 84-3, Painted Traffic Stripes and Pavement Markings, 2-coat with
glass beads for painted stripes and pavement markings in parking lot and Section 84-2
for thermoplastic stripes and pavement markings elsewhere.
C. Method of removal shall conform to the requirements of Caltrans Standard Specifications,
Section 15-2, Existing Highway Facilities.
PART 4 – MEASUREMENT AND PAYMENT
4.01 MEASUREMENT
A. Striping and Pavement Markings will be measured on a lump sum basis and shall include
all striping, pavement markings and legends required for the work.
4.02 PAYMENT
A. The contract lump sum price paid for Striping and Pavement Markings shall include full
compensation for furnishing all labor, materials, tools, equipment and incidentals, and for
doing all the work involved in pavement markings including removal, establishing
alignment and layout work, complete in place, as shown on the plans, as specified in
these specifications, and as directed by the Engineer.
END OF SECTION 32 17 23
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 31 13 – CHAIN LINK FENCES AND GATES
Page 1
SECTION 32 31 13 – CHAIN LINK FENCES AND GATES
PART 1 - GENERAL
1.01 SUMMARY
A.Drawings, Divisions 0 & 1, including Doc. 00700 General Conditions and Doc. 00800
Special Conditions, and the technical specifications apply to this Section.
B.Section Includes:
1. Chain-link fences
2.Swing gates
1.02 PERFORMANCE REQUIREMENTS
A.Delegated Design: Design chain-link fences and gates, including comprehensive
engineering analysis by a qualified professional engineer, using performance
requirements and design criteria indicated.
B.Structural Performance: Chain-link fence and gate framework shall withstand the effects
of gravity loads and the following loads and stresses within limits and under conditions
indicated according to ASCE/SEI 7:
1.Minimum Post Size: Determine according to ASTM F 1043 for framework up to
12 feet high, and post spacing not to exceed 10 feet for IC, electric-resistance-
welded round steel pipe.
2.Minimum Post Size and Maximum Spacing: Determine according to
CLFMI WLG 2445, based on mesh size and pattern specified and on the
following:
a.Wind Loads: 16 psf
b.Exposure Category: B
c.Fence Height: To match existing
d.Material Group: IC, electric-resistance-welded round steel pipe
1.03 SUBMITTALS
A.General: Submit under the provisions of Document 00700, General Conditions,
Submittals.
B.Product Data: Submit for each type of product indicated.
C.Shop Drawings: Submit plans, elevations, sections, details, and attachments to other
work.
D.Samples: For each polymer-coated product and for each color and texture specified, in
6-inch lengths for components and full-sized units for accessories.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 31 13 – CHAIN LINK FENCES AND GATES
Page 2
E.Design Data: For chain-link fences and gate framework indicated to comply with
performance requirements and design criteria, including analysis data signed and
sealed by the qualified professional engineer responsible for their preparation.
F.Product Certificates: For each type of chain-link fence and gate, from manufacturer.
G.Product Test Reports: For framing strength according to ASTM F 1043.
H.Sample of special warranty.
I.Operation and maintenance data.
1.04 QUALITY ASSURANCE
A.Perform Work in accordance with Caltrans Standard Plans and Specifications.
PART 2 – PRODUCTS
2.01 CHAIN-LINK FENCE FABRIC
A.General: Provide fabric in one-piece heights measured between top and bottom of outer
edge of selvage knuckle or twist. Comply with CLFMI Product Manual and with
requirements indicated below:
1.Fabric Height: To match existing
2.Steel Wire Fabric: Wire with a diameter of 0.0907 inch.
a.Mesh Size: To match existing.
b.Zn-5-Al-MM Aluminum -Mischmetal-Coated Fabric: ASTM F 1345,
Type III, Class 2, 1.0 oz./sq. ft.
3.Aluminum Wire Fabric: ASTM F 1183, with mill finish, and wire diameter of 0.148
inch.
a.Mesh Size: To match existing.
4.Selvage: Knuckled at both selvages
2.02 FENCE FRAMING
A.Posts and Rails: Comply with ASTM F 1043 for framing, including rails, braces, and line;
terminal; and corner posts. Provide members with minimum dimensions and wall
thickness according to ASTM F 1043 based on the following:
1.Fence Height: To match existing.
2.Light Industrial Strength: Material Group IC-L, round steel pipe, electric-
resistance-welded pipe
a.Line Post: 1.9 inches in diameter.
b.End, Corner and Pull Post: 2.375 inches.
3.Horizontal Framework Members: top rails complying with ASTM F 1043.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 31 13 – CHAIN LINK FENCES AND GATES
Page 3
4.Brace Rails: Comply with ASTM F 1043.
5.Metallic Coating for Steel Framing:
a)Type A zinc coating.
b)Type B zinc with organic overcoat.
c)External, Type B zinc with organic overcoat and internal, Type D zinc-
pigmented coating.
d)Type C, Zn-5-Al-MM alloy coating.
e)Coatings: Any coating above.
2.03 SWING GATES
A.Metallic-General: Comply with ASTM F 900 for gate posts and single swing gate types.
1.Gate Leaf Width: To match existing.
2.Gate Fabric Height: 72 inches or less
B.Pipe and Tubing:
1.Zinc-Coated Steel: Comply with ASTM F 1043 and ASTM F 1083; manufacturer's
standard protective coating and finish.
2.Aluminum: Comply with ASTM B 429/B 429M; manufacturer's standard finish.
3.Aluminum: Comply with ASTM B 429/B 429M; manufacturer's standard finish.
4.Gate Frames and Bracing: Round tubular steel.
C.Frame Corner Construction: Welded.
D.Hardware:
1.Hinges: Swing to match existing.
2.Latches permitting operation from both sides of gate.
3. Closer: Manufacturer's standard.
2.04 FITTINGS
A.General: Comply with ASTM F 626.
B.Finish:
1.Metallic Coating for Pressed Steel or Cast Iron: Not less than 1.2 oz. /sq. ft. zinc.
2.Aluminum: Mill finish.
2.05 GROUT AND ANCHORING CEMENT
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 31 13 – CHAIN LINK FENCES AND GATES
Page 4
A.Nonshrink, Nonmetallic Grout: Premixed, factory-packaged, nonstaining, noncorrosive,
nongaseous grout complying with ASTM C 1107. Provide grout, recommended in writing
by manufacturer, for exterior applications.
B.Erosion-Resistant Anchoring Cement: Factory-packaged, nonshrink, nonstaining,
hydraulic-controlled expansion cement formulation for mixing with potable water at
Project site to create pourable anchoring, patching, and grouting compound. Provide
formulation that is resistant to erosion from water exposure without needing protection
by a sealer or waterproof coating and that is recommended in writing by manufacturer,
for exterior applications.
PART 3 - EXECUTION
3.01 INSTALLATION
A.Examine areas and conditions, with Installer present, for compliance with requirements
for site clearing, earthwork, pavement work, and other conditions affecting performance
of the Work.
1.Do not begin installation before final grading is completed unless otherwise
permitted by Architect.
B.Proceed with installation only after unsatisfactory conditions have been corrected.
C.Stake locations of fence lines, gates, and terminal posts. Do not exceed intervals of 50
feet or line of sight between stakes. Indicate locations of utilities, lawn sprinkler system,
underground structures, benchmarks, and property monuments.
D.Install chain-link fencing to comply with ASTM F 567 and more stringent requirements
indicated.
E.Post Excavation: Drill or hand-excavate holes for posts to diameters and spacings
indicated, in firm, undisturbed soil.
F.Post Setting: Set posts in concrete at indicated spacing into firm, undisturbed soil.
1.Verify that posts are set plumb, aligned, and at correct height and spacing, and
hold in position during setting with concrete or mechanical devices.
2.Concrete Fill: Place concrete around posts to dimensions indicated and vibrate
or tamp for consolidation. Protect aboveground portion of posts from concrete
splatter.
a.Concealed Concrete: Top 2 inches below grade to allow covering with
surface material.
G.Terminal Posts: Locate terminal end, corner, and gate posts per ASTM F 567.
H.Line Posts: Space line posts uniformly at maximum of 10 feet o.c.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 31 13 – CHAIN LINK FENCES AND GATES
Page 5
I.Chain-Link Fabric: Apply fabric to inside or outside of enclosing framework according to
match existing configuration. Leave 1 inch between finish grade or surface and bottom
selvage unless otherwise indicated.
J.Install gates according to manufacturer's written instructions, level, plumb, and secure
for full opening without interference. Attach fabric as for fencing. Attach hardware using
tamper-resistant or concealed means. Install ground-set items in concrete for
anchorage. Adjust hardware for smooth operation and lubricate where necessary.
K.Gates: Adjust gates to operate smoothly, easily, and quietly, free of binding, warp,
excessive deflection, distortion, nonalignment, misplacement, disruption, or malfunction,
throughout entire operational range. Confirm that latches and locks engage accurately
and securely without forcing or binding.
PART 4 - MEASUREMENT AND PAYMENT
4.01 MEASUREMENT
A.Relocate Chain Link Fence shall be measured by the linear foot.
4.02 PAYMENT
A.The contract price paid per linear foot for Relocate Chain Link Fence shall include full
compensation for furnishing all labor, materials, tools, equipment and incidentals, and for
doing all the work associated with relocating chain link fence, including chain link gates,
complete and in place, as shown on the plans, as specified in these specifications, and
as directed by the Engineer.
END OF SECTION 32 31 13
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 31 19 – DECORATIVE METAL FENCES AND GATES
Page 1
SECTION 32 31 19 - DECORATIVE METAL FENCES AND GATES
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A.Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
1.02 SUMMARY
A. Section Includes:
1. Ornamental steel fences.
B.Related Requirements:
1. Section 033053 "Miscellaneous Cast-in-Place Concrete" for concrete bases for gate
operators, drives, and controls and post concrete fill.
1.03 ACTION SUBMITTALS
A.Product Data: For each type of product.
B. Shop Drawings: For fencing.
1.Include plans, elevations, sections, post spacing, details.
C.Samples: For each fence material and for each color specified.
1.Provide Samples 12 inches in length for linear materials.
2. Provide Samples 12 inches square for bar grating.
1.04 INFORMATIONAL SUBMITTALS
A.Field quality-control reports.
1.05 CLOSEOUT SUBMITTALS
A.Maintenance Data: For gate operators to include in maintenance manuals.
1.06 QUALITY ASSURANCE
A.Installer Qualifications: Fabricator of products.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 31 19 – DECORATIVE METAL FENCES AND GATES
Page 2
PART 2 - PRODUCTS
2.01 MANUFACTURER
The fence system shall conform to Montage Plus standard picket space Ornamental Steel, Genesis
design, extended picket bottom rail treatment, 2-Rail style manufactured by Ameristar Fence Products,
Inc., in Tulsa, Oklahoma or approved equal.
2.02 MAT ERIAL
A. Steel material for fence panels and posts shall conform to the requirements of ASTM
A653/A653M, with a minimum yield strength of 45,000 psi and a minimum zinc (hot-dip
galvanized) coating weight of 0.60 oz/ft2, Coating Designation G-60.
B.Material for pickets shall be 3/4” square x 18 Ga. tubing. The rails shall be steel channel, 1.5” x
1.4375” x 14 Ga. Picket holes in the rail shall be spaced 4.675” o.c. Fence posts shall be 2-
1/2” x 16 Ga.
2.03 FABRICATION
A.Pickets, rails and posts shall be pre-cut to specified lengths. Rails shall be pre-punched to
accept pickets.
B.Pickets shall be inserted into the pre-punched holes in the rails and shall be aligned to standard
spacing using a specially calibrated alignment fixture. The aligned pickets and rails shall be
joined at each picket-to-rail intersection by Ameristar’s proprietary fusion welding process, thus
completing the rigid panel assembly or approved equal welding method.
C.The manufactured panels and posts shall be subjected to an inline electrode position coating
E-Coat) process consisting of a multi-stage pretreatment/wash, followed by a duplex
application of an epoxy primer and an acrylic topcoat. The minimum cumulative coating
thickness of epoxy and acrylic shall be 2 mils (0.058 mm). The color shall be Black. The
coated panels and posts shall be capable of meeting the performance requirements for each
quality characteristic shown in the table below:
Coating Performance Requirements
Quality Characteris-
tics
ASTM Test Method Performance Requirements
Adhesion D3359 – Method B Adhesion (Retention of Coating) over 90% of test
area (Tape and knife test).
Corrosion Re-
sistance
B117, D714 & D1654 Corrosion Resistance over 1,500 hours (Scribed per
D1654; failure mode is accumulation of 1/8” coating
loss from scribe or medium #8 blisters).
Impact Resistance D2794 Impact Resistance over 60 inch lb. (Forward impact
using 0.625” ball).
Weathering Re-
sistance
D822 D2244, D523 (60
Method)
Weathering Resistance over 1,000 hours (Failure
mode is 60% loss of gloss or color variance of more
than 3 delta-E color units).
D.The manufactured fence system shall be capable of meeting the vertical load, horizontal load,
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 31 19 – DECORATIVE METAL FENCES AND GATES
Page 3
and infill performance requirements for Commercial weight fences under ASTM F2408.
PART 3 - EXECUTION
3.01 PREPARATION
A.Stake locations of fence lines, gates, and terminal posts. Do not exceed intervals of 100 feet or
line of sight between stakes. Indicate locations of utilities, lawn sprinkler system, underground
structures, benchmarks, and property monuments.
1.Construction layout and field engineering are specified in Section 017300 "Execution."
3.02 INSTALLATION
Fence post shall be spaced according to the table below, plus or minus ¼”. For installations that must be
raked to follow sloping grades, the post spacing dimension must be measured along the grade. Fence pan-
els shall be attached to posts with brackets supplied by the manufacturer
Montage Plus – Post Spacing By Bracket Type
Span For GENESIS
8’ Nominal (91.95” Rail)
Post Size 2-1/2”2-1/2”2-1/2”3” 2-1/2”3”
Bracket
Type
Montage Plus
Universal
BB112)
Montage Plus
Line Blvd.
BB114)
Montage Plus
Flat Mount
BB111)
Montage Plus
Swivel
BB113)*
Post Set-
tings
1/4” O.C.
95” 95” 95” 95-1/2”*95”*95-1/2”
Note: When using BB113 swivel brackets on either or both ends of a panel installation, care must be taken to ensure
the spacing between post and adjoining pickets meets applicable codes. This will require trimming one or both ends
of the panel.
3.03 FENCE INSTALLATION MAINTENANCE
When cutting/drilling rails or posts adhere to the following steps to seal the exposed steel surfaces; 1)
Remove all metal shavings from cut area. 2) Apply zinc-rich primer to thoroughly cover cut edge and/or
drilled hole; let dry. 3) Apply 2 coats of custom finish paint matching fence color. Failure to seal exposed
surfaces per steps 1-3 above will negate warranty. Ameristar spray cans or paint pens or approved equal
shall be used to prime and finish exposed surfaces; it is recommended that paint pens be used to prevent
overspray. Use of non-Ameristar parts or components will negate the manufactures’ warranty.
3.04 CLEANING
The contractor shall clean the jobsite of excess materials; post-hole excavations shall be scattered uniformly
away from posts.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 31 19 – DECORATIVE METAL FENCES AND GATES
Page 4
PART 4 - MEASUREMENT AND PAYMENT
4.01 MEASUREMENT
A.Ornamental Steel Fence shall be measured by the linear foot.
4.02 P AYMENT
A.The contract price paid per linear foot for Ornamental Steel Fence shall include full compensation
for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work
associated ornamental steel fence, including post pockets, complete and in place, as shown on
the plans, as specified in these specifications, and as directed by the Engineer.
END OF SECTION 32 31 19
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 91 00 – TOPSOIL
Page 1
SECTION 32 91 00 TOPSOIL
PART 1 - GENERAL
1.01 SECTION INCLUDES:
A. Requirements for furnishing and placing topsoil.
PART 2 - PRODUCTS
A.Topsoil
1.Topsoil shall be friable and similar in physical characteristics to locally occurring
topsoil. It shall be taken from a well-drained, arable site and shall not be delivered
or moved in a muddy or frozen condition. It shall be reasonable free of subsoil. It
shall contain no stones, clods, sticks, roots, or other extraneous matter greater
than 1" in size and shall contain no materials toxic to plants.
2. Upon request of the Design Professional, the Contractor shall send representative
samples of the topsoil to a recognized commercial or government agency to be
tested for pH, fertility and bulk density. Copies of the results and recommendations
shall be furnished to the Design Professional by the Contractor.
PART 3 - EXECUTION
A. Contractor shall grade park strip areas to a smooth, uniform surface plane with loose, uniformly
fine texture. Thickness and finished grades of topsoil shall be as indicated on the plans. Roll
and rake, remove ridges, and fill depressions to meet finish grades.
PART 4 - MEASUREMENT AND PAYMENT
4.1 MEASUREMENT
A. Topsoil will be measured on a per cubic yard basis.
4.2 PAYMENT
A. The contract price paid per cubic yard for Topsoil shall include full compensation for
furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work
involved in furnishing and placing topsoil, complete in place, as specified in these
specifications, and as directed by the Engineer.
END OF SECTION 32 91 00
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 93 00 – PLANTS
Page 1
SECTION 32 93 00 PLANTS
PART 1 - GENERAL
1.01 SECTION INCLUDES:
A. All work for plants required to complete the project.
1.02 DEFINITIONS
A. Backfill: The earth used to replace or the act of replacing earth in an excavation.
B. Planting Soil: Existing, on-site soil; imported soil; or manufactured soil that has been
modified with soil amendments and perhaps fertilizers to produce a soil mixture best for
plant growth.
C. Root Flare: Also called "trunk flare." The area at the base of the plant's stem or trunk
where the stem or trunk broadens to form roots; the area of transition between the root
system and the stem or trunk.
1.03 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Samples of each type of mulch.
1.04 INFORMATIONAL SUBMITTALS
A. Product Certificates
B. Sample Warranty
1.05 CLOSEOUT SUBMITTALS
A. Maintenance Data: Recommended procedures to be established by Owner for
maintenance of plants during a calendar year.
1.06 QUALITY ASSURANCE
A. Installer's Field Supervision: Require Installer to maintain an experienced full-time
supervisor on Project site when work is in progress.
B. Provide quality, size, genus, species, and variety of plants indicated, complying with
applicable requirements in ANSI Z60.1.
1.07 DELIVERY, STORAGE, AND HANDLING
A. Do not prune shrubs before delivery. Protect bark, branches, and root systems from sun
scald, drying, wind burn, sweating, whipping, and other handling and tying damage. Do
not bend or bind-tie trees or shrubs in such a manner as to destroy their natural shape.
Provide protective covering of plants during shipping and delivery. Do not drop plants
during delivery and handling.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 93 00 – PLANTS
Page 2
B. Handle planting stock by root ball.
C. Deliver plants after preparations for planting have been completed, and install
immediately. If planting is delayed more than six hours after delivery, set plants and trees
in their appropriate aspect (sun, filtered sun, or shade), protect from weather and
mechanical damage, and keep roots moist.
1.08 WARRANTY
A. Special Warranty: Installer agrees to repair or replace plantings and accessories that fail
in materials, workmanship, or growth within specified warranty period.
1. Failures include, but are not limited to, the following:
a. Death and unsatisfactory growth, except for defects resulting from
abuse, lack of adequate maintenance, or neglect by Owner.
b. Structural failures including plantings falling or blowing over.
2. Warranty Period: From date of planting completion
a. Shrubs: 90 days
PART 2 - PRODUCTS
2.01 PLANT MATERIAL
A. General: Furnish nursery-grown plants true to genus, species, variety, cultivar, stem
form, shearing, and other features indicated in Plant List, Plant Schedule, or Plant
Legend indicated on Drawings and complying with ANSI Z60.1; and with healthy root
systems developed by transplanting or root pruning. Provide well-shaped, fully branched,
healthy, vigorous stock, densely foliated when in leaf and free of disease, pests, eggs,
larvae, and defects such as knots, sun scald, injuries, abrasions, and disfigurement.
B. Root-Ball Depth: Furnish trees and shrubs with root balls measured from top of root ball,
which begins at root flare according to ANSI Z60.1. Root flare shall be visible before
planting.
2.02 FERTILIZERS
A. Planting Tablets: Tightly compressed chip-type, long-lasting, slow-release, commercial-
grade planting fertilizer in tablet form. Tablets shall break down with soil bacteria,
converting nutrients into a form that can be absorbed by plant roots.
1. Size: 10-gram tablets.
2. Nutrient Composition: 20 percent nitrogen, 10 percent phosphorous, and 5
percent potassium, by weight plus micronutrients.
2.03 MULCHES
A. Organic Mulch: Wood and bark chips
PART 3 - EXECUTION
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 93 00 – PLANTS
Page 3
3.01 PLANTING AREA ESTABLISHMENT
A. General: Prepare planting area for soil placement, soil amendment by removing large
rocks or debris and add well-composted, stable, and weed-free organic matter, pH range
of 5.5 to 8; moisture content 35 to 55 percent by weight; 100 percent passing through
1/2-inch sieve; soluble salt content of 2 to 4 decisiemens /m; not exceeding 0.5 percent
inert contaminants and free of substances toxic to plantings; and as follows:
B. Placing Planting Soil: Blend planting soil in place
C. Before planting, obtain Architect's acceptance of finish grading; restore planting areas if
eroded or otherwise disturbed after finish grading.
3.02 EXCAVATION FOR SHRUBS
A. Planting Pits and Trenches: Excavate circular planting pits.
1. Excavate planting pits with sides sloping inward at a 45-degree angle.
Excavations with vertical sides are unacceptable. Trim perimeter of bottom
leaving center area of bottom raised slightly to support root ball and assist in
drainage away from center. Do not further disturb base. Ensure that root ball will
sit on undisturbed base soil to prevent settling. Scarify sides of planting pit
smeared or smoothed during excavation.
2. Do not excavate deeper than depth of the root ball, measured from the root flare
to the bottom of the root ball.
B. Backfill Soil: Subsoil and topsoil removed from excavations may be used as backfill soil if
amended.
3.03 SHRUB PLANTING
A. Inspection: At time of planting, verify that root flare is visible at top of root ball according
to ANSI Z60.1. If root flare is not visible, remove soil in a level manner from the root ball
to where the top-most root emerges from the trunk. After soil removal to expose the root
flare, verify that root ball still meets size requirements.
B. Roots: Remove stem girdling roots and kinked roots. Remove injured roots by cutting
cleanly; do not break.
C. Set each plant plumb and in center of planting pit or trench with root flare 1 inch adjacent
finish grades.
1. Container-Grown Stock: Carefully remove root ball from container without
damaging root ball or plant.
2. Backfill around root ball in layers, tamping to settle soil and eliminate voids and
air pockets. When planting pit is approximately one-half filled, water thoroughly
before placing remainder of backfill. Repeat watering until no more water is
absorbed.
3. Place planting tablets equally distributed around each planting pit when pit is
approximately one-half filled. Place tablets beside the root ball about 1 inch from
root tips; do not place tablets in bottom of the hole.
a. Quantity: Two per plant
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 93 00 – PLANTS
Page 4
4. Continue backfilling process. Water again after placing and tamping final layer of
soil.
3.04 PLANTING AREA MULCHING
A. Mulch backfilled surfaces of planting areas and any exposed soil in planting area.
3.05 PLANT MAINTENANCE
A. Maintain plantings by pruning, cultivating, watering, weeding, fertilizing, mulching,
restoring planting saucers, resetting to proper grades or vertical position, and performing
other operations as required to establish healthy, viable plantings.
B. Fill in, as necessary, soil subsidence that may occur because of settling or other
processes. Replace mulch materials damaged or lost in areas of subsidence.
C. Apply treatments as required to keep plant materials, planted areas, and soils free of
pests and pathogens or disease. Use integrated pest management practices when
possible to minimize use of pesticides and reduce hazards. Treatments include physical
controls such as hosing off foliage, mechanical controls such as traps, and biological
control agents.
D. Apply pesticides and other chemical products and biological control agents according to
authorities having jurisdiction and manufacturer's written recommendations. Coordinate
applications with Owner's operations and others in proximity to the Work. Notify Owner
before each application is performed.
E. Protect plants from damage due to landscape operations and operations of other
contractors and trades. Maintain protection during installation and maintenance periods.
Treat, repair, or replace damaged plantings.
F. Hand water all newly planted shrubs as required for the maintenance of plant health and
vitality.
3.06 MAINTENANCE SERVICE
A. Maintenance Service: Provide maintenance by skilled employees of landscape Installer.
Maintain as required in "Plant Maintenance" Article. Begin maintenance immediately after
plants are installed and continue until plantings are acceptably healthy and well
established, but for not less than maintenance period below:
1. Maintenance Period for Shrubs: Three months from date of planting completion
PART 4 - MEASUREMENT AND PAYMENT
4.01 MEASUREMENT
A. The work performed under this section will be measured on a per unit basis.
4.02 PAYMENT
A. The contract unit price paid for Plant Shrubs shall include full compensation for furnishing
all labor, materials, tools, equipment, and incidentals, and for doing all the work involved
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 32 93 00 – PLANTS
Page 5
in planting shrubs, complete in place, including maintenance and watering, as specified in
these specifications, and as directed by the Engineer.
END OF SECTION 32 93 00
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 33 05 13 – MANHOLES AND STRUCTURES
Page 1
SECTION 33 05 13 - MANHOLES AND STRUCTURES
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A.Drawings, Divisions 0 & 1, including Doc. 00700 General Conditions and Doc. 00800
Special Conditions, and the technical specifications apply to this Section.
1.02 DESCRIPTION OF WORK
A. Section Includes:
1.Modular precast concrete sanitary sewer manholes with tongue-and-groove
joints with precast concrete grade rings to cover frame, covers, anchorage, and
accessories.
2.Bedding and cover materials.
3.Adjusting existing structures to finished grade.
4.Drainage Inlets
1.03 SUBMITTALS
A.General: Submit under the provisions of Document 00700, General Conditions,
Submittals
B.Shop Drawings: Indicate manhole locations, elevations, piping, and sizes and elevations
of penetrations.
C.Product Data: Submit cover and frame construction, features, configuration, and
dimensions.
1.04 QUALITY ASSURANCE
A.Perform Work in accordance with California Plumbing Code.
B.Perform Storm Drain Work in accordance with City of Cupertino Standards
1.05 QUALIFICATIONS
A.Manufacturer: Company specializing in manufacturing products specified in this Section
with minimum three years experience.
B.Registration and insurance in accordance with Cupertino Sanitary District regulations.
1.06 DELIVERY, STORAGE AND HANDLING
A.Comply with precast concrete manufacturer’s instructions for unloading, storing and
moving precast manholes.
B.Store precast concrete manholes to prevent damage to public or private property. Repair
property damaged from materials storage.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 33 05 13 – MANHOLES AND STRUCTURES
Page 2
C.Mark each precast structure by indentation or waterproof paint showing date of
manufacture, manufacturer, and identifying labeling, “Sanitary Sewer” and “Storm Drain”.
PART 2 - PRODUCTS
2.01 DRAINAGE INLETS
A.Drainage Inlets shall conform to the City of Cupertino Standard Details or Caltrans
Standard Plans as designated on the plans.
B.Resilient flexible gaskets in accordance with ASTM C923.
2.02 MANHOLES
A.Manholes shall conform to the City of Cupertino Standard Details for Concentric
Manhole, including frames and covers.
B.Manhole Sections: Reinforced precast concrete in accordance with ASTM C478 with
resilient flexible gaskets in accordance with ASTM C923.
C.Covers: Heavy Duty, Non Rocking, Solid, Pressure Type, Bolt down cover, labeled “D” or
Storm”
D.Base Pad: Cast-in-place concrete of type specified in Section 03 31 00 Structural Cast-
In-Place Concrete, leveled top surface.
E.Shaft Construction: Concentric with eccentric cone top section; lipped male/female joints;
sleeved to receive pipe sections.
F.Pipe Entry: Furnish openings as indicated on Drawings.
2.03 BEDDING AND COVER MATERIALS
A.Cover: Fill type as specified in Section 31 20 00 Earthwork and as indicated on plans.
B.Soil Backfill from Above Pipe to Finish Grade: As specified in Section 31 20 00
Earthwork.
PART 3 - EXECUTION
3.01 EXAMINATION
A.Verify items provided by other sections of Work are properly sized and located.
B.Verify built-in items are in proper location, and ready for roughing into Work.
C.Verify correct size of manhole excavation.
3.02 PREPARATION
A.Coordinate placement of inlet and outlet pipe or sleeves required by other sections.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 33 05 13 – MANHOLES AND STRUCTURES
Page 3
B.Do not install structures where site conditions induce loads exceeding structural capacity
of structures.
C.Inspect precast concrete structures immediately prior to placement in excavation to verify
structures are internally clean and free from damage. Remove and replace damaged
units.
D.Protect and adjust to finished grade all dry wells, drains, clean-outs, valve boxes,
manholes etc.
3.03 PRECAST CONCRETE MANHOLE INSTALLATION
A.Lift precast components at lifting points designated by manufacturer.
B.When lowering manholes into excavations and joining pipe to units, take precautions to
ensure interior of pipeline and structure remains clean.
C.Set precast structures bearing firmly and fully on crushed stone bedding, compacted in
accordance with provisions of Section 31 20 00 Earthwork and as shown on drawings.
D.Assemble multi-section structures by lowering each section into excavation. Lower, set
level, and firmly position base section before placing additional sections.
E.Remove foreign materials from joint surfaces and verify sealing materials are placed
properly. Maintain alignment between sections by using guide devices affixed to lower
section.
F.Joint sealing materials may be installed on site or at manufacturer’s plant.
G.Verify manholes installed satisfy required alignment and grade.
H.Remove knockouts or cut structure to receive piping without creating openings larger
than required to receive pipe. Install pipe boot as indicated on plan, KOR-N-SEAL, or
equal.
I.Cut pipe to finish flush with interior of structure.
J.Shape inverts through manhole as shown on Drawings.
3.04 CAST -IN-PLACE CONCRETE INSTALLATION
A.Prepare crushed stone bedding or other support system to receive base slab as specified
for precast structures and as indicated on drawings.
B.Erect and brace forms against movement in accordance with Section 03 31 00 Structural
Cast-In-Place Concrete.
C.Install reinforcing steel if required in accordance with Section 03 31 00 Structural Cast-In-
Place Concrete.
D.Place and cure concrete in accordance with Section 03 31 00 Structural Cast-In-Place
Concrete.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 33 05 13 – MANHOLES AND STRUCTURES
Page 4
3.05 FRAME AND COVER INSTALLATION
A.Set frames using precast grade rings and mortar.
B.Set frame and cover 2 inches above finished grade for manholes within unpaved areas to
allow area to be graded away from cover beginning 1 inch below top surface of frame.
3.06 FIELD QUALITY CONTROL
A.Test cast-in-place concrete in accordance with Document 00700, General Conditions,
Submittals.
B.Storm drain structure watertightness shall be tested with a head of 10 feet of water for 15
minutes per Caltrans Standard Specification Section 61 “Culvert and Drainage Pipe
Joints” and the California Plumbing Code Section 1109 “Testing”.
C.When tests indicate Work does not meet specified requirements, remove work, replace to
satisfaction of City representatives and retest.
PART 4 – MEASUREMENT AND PAYMENT
4.01 MEASUREMENT
A.Concentric Manhole, G3 Inlet and Drop Inlet-Curb Opening will be measured on a per
each basis.
B.Adjust Manhole to Grade will be measured on a per each basis.
4.02 PAYMENT
A.The contract unit price paid for Concentric Manhole shall include full compensation for
furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work
involved, including trench excavation and backfill, and pavement removal and restoration,
complete and in place, as shown on the plans, as specified in these specifications, and
as directed by the Engineer.
B.The contract unit prices paid for Caltrans G3 Inlet and Drop Inlet-Curb Opening shall
include full compensation for furnishing all labor, materials, tools, equipment, and
incidentals and for doing all the work involved, including trench excavation and backfill,
B2-6 curb for Caltrans G3 inlet, and pavement removal and restoration, complete and in
place, as shown on the plans, as specified in these specifications, and as directed by the
Engineer.
C.The contract unit price paid for Adjust Manhole to Grade shall include full compensation
for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the
work involved in adjusting manhole to grade, including pavement removal and
restoration, complete and in place, as shown on the plans, as specified in these
specifications, and as directed by the Engineer.
END OF SECTION 33 05 13
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 33 41 00 – STORM DRAINAGE
Page 1
SECTION 33 41 00 - STORM DRAINAGE
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings, Divisions 0 & 1, including Doc. 00700 General Conditions and Doc. 00800
Special Conditions, and the technical specifications apply to this Section.
1.02 DESCRIPTION OF WORK
A. Section includes site storm sewerage drainage piping, fittings and accessories, and
bedding; connection of drainage system to existing facilities
B. Product Data: Submit data indicating pipe and pipe accessories.
C. Manufacturer's Installation Instructions: Submit special procedures required to install
products specified.
D. Manufacturer's Certificate: Certify that products meet or exceed specified requirements.
1.03 SUBMITTALS
A. General: Submit under the provisions of Document 00700, General Conditions,
Submittals.
B. Project Record Documents: Accurately record actual locations of pipe runs, connections,
cleanouts, and invert elevations.
C. Identify and describe unexpected variations to subsoil conditions or discovery of
uncharted utilities to Owner.
PART 2 - PRODUCTS
2.01 STORM DRAINAGE
A. Pipe Materials:
1. RCP shall conform to section 65-2 of the 2010 Caltrans Standard Specifications.
2. HDPE shall be Type C and shall conform to section 64-1 of the 2010 Caltrans
Standard Specifications.
3. Perforated plastic pipe for retaining wall drainage shall conform to section 68-
2.02D, “Perforated Plastic Pipe,” of the 2010 Caltrans Standard Specifications.
B. Flared End Section Materials:
1. Metal flared end sections shall conform to section 70-5.02A(1) of the 2010
Caltrans Standard Specifications.
C. Concrete for Trench Dams:
1. Concrete shall conform to Section 03 31 00 Structural Cast-In-Place Concrete
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 33 41 00 – STORM DRAINAGE
Page 2
2.02 BEDDING AND COVER MATERIALS
A.Bedding: Fill as specified in Section 31 20 00 Earthwork.
B. Cover: Fill as specified in Section 31 20 00 Earthwork.
2.03 THRU THE CURB DRAINS
A. Thru The Curb Drain shall consist of a Curb-O-Let Thru the Curb Drain and plastic pipe.
B. Curb-O-Let Thru the Curb Drain shall be a TCD3RD or approved equal.
C. Plastic pipe shall be 3” or 4” PVC Schedule 40 or Schedule 80.
PART 3 - EXECUTION
3.01 EXAMINATION
A. Verify trench cut and excavation base is ready to receive work and excavations,
dimensions, and elevations are as indicated on drawings.
B. Contractor shall insure proper positive drainage to existing drainage structures at all
times. If operation of any existing drainage structure or utility is interrupted by the
contractor’s work, contractor must have acceptable alternate methods in place prior to
interruption.
3.02 PREPARATION
A. Hand trim excavations to required elevations. Correct over excavation with sand backfill.
B. Remove large stones or other hard matter capable of damaging piping or impeding
consistent backfilling or compaction.
3.03 BEDDING
A. Excavate pipe trench in accordance with Section 31 20 00 Earthwork for work of this
section. Hand trim excavation for accurate placement of pipe to elevations indicated.
B. Place bedding material at trench bottom, level materials in continuous layer not
exceeding 6 inches compacted depth.
C. Maintain optimum moisture content of bedding material to attain required compaction
density.
3.04 INSTALLATION - PIPE
A. Install pipe, fittings, and accessories in accordance with ASTM D2321. Seal joints
watertight.
B. Lay pipe to slope gradients noted on drawings with maximum variation from indicated
slope of 1/8 inch in 10 feet.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 33 41 00 – STORM DRAINAGE
Page 3
C. Install backfill at sides and compact fully before filling over top of pipe. Install top cover to
minimum compacted thickness as indicated on plans, and compact to 95 percent unless
otherwise noted. Refer to City Standard Detail 4-24 for additional information.
D. Do not displace or damage pipe when compacting.
E. Lay perforated pipe with the perforations down.
3.05 INSTALLATION-THRU THE CURB DRAINS
A. Install Curb-O-Let Thru the Curb Drain plastic pipe and adaptors per manufacturer’s
recommendations.
3.06 FIELD QUALITY CONTROL
A. Request Owner’s inspection prior to placing backfill cover over pipe.
B. Compaction testing will be performed in accordance with ASTM D2922.
C. Watertightness shall be tested with a head of 10 feet of water for 15 minutes per Caltrans
Standard Specification Section 61 “Culvert and Drainage Pipe Joints” and the California
Plumbing Code Section 1109 “Testing”.
D. When tests indicate Work does not meet specified requirements, remove Work, replace
and retest.
E. Protect pipe and aggregate cover from damage or displacement until backfilling operation
is in progress.
1. Take care not to damage or displace installed pipe and joints during construction
of pipe supports, backfilling, testing, and other operations.
2. Correct damaged or displaced pipe. Repeat tests for corrected sections of pipe.
PART 4 – MEASUREMENT AND PAYMENT
4.01 MEASUREMENT
A. The work performed for reinforced concrete pipe and HDPE pipe will be measured on a
linear foot basis for the various sizes and types listed in the Bid Form.
B. Thru The Curb Drain will be measured per each.
4.02 PAYMENT
A. The contract price paid per linear foot for Reinforced Concrete Pipe and HDPE pipe of
the various sizes and types listed in the Bid Form shall include full compensation for
furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work
involved in excavating, installing reinforced concrete pipe and HDPE pipe and backfilling,
complete in place, including pipe, fittings, concrete collars, connections to structures,
trench dams, trench excavation, trench safety, and backfill; pavement removal and
restoration of pavement and surfacing, as shown on the plans, as specified in these
specifications, and as directed by the Engineer.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 33 41 00 – STORM DRAINAGE
Page 4
B. The contract unit price paid for Replace Thru The Curb Drain shall include full
compensation for furnishing all labor, materials, tools, equipment, and incidentals and for
doing all the work involved in placing or replacing thru the curb drains, complete in place,
including, plastic pipe, adaptors and fittings, Curb-O-Let Thru the Curb Drain, 6” round
inlet basin and grate, connections to structures, excavation and backfill; pavement
removal and restoration of pavement and surfacing, as shown on the plans, as specified
in these specifications, and as directed by the Engineer.
C. Payment for perforated pipe for retaining wall drainage shall be considered as included in
the contract price paid per linear foot for Construct Retaining Wall and no separate
payment will be made therefore.
END OF SECTION 33 41 00
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 34 41 13 – TRAFFIC SIGNALS
Page 1
SECTION 34 41 13 – TRAFFIC SIGNALS
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings, Divisions 0 & 1, including Doc. 00700 General Conditions and Doc. 00800
Special Conditions, and the technical specifications apply to this Section.
1.02 DESCRIPTION OF WORK
A. Section includes furnishing and installing Caltrans Type 1-B Standard for future speed
radar.
B. Work shall comply with Section 86 of the most recent 2010 Caltrans Revised Standard
Specifications and the 2010 Caltrans Standard Plans.
1.03 SUBMITTALS AND QUALITY ASSURANCE
A. General: Submit under the provisions of Document 00700, General Conditions,
Submittals.
B.Refer to Caltrans Revised Standard Specifications, Section 86-1.01C, for submittal
requirements.
C.Refer to Caltrans Revised Standard Specifications, Section 86-1.01D, for Quality
Assurance and Approvals. Replace the 1st paragraph in 86-1.01D(3) of the RSS
for section 86 with: Deliver the material and equipment for testing to Caltrans
Materials Engineering and Testing Services at 5900 Folsom Boulevard,
Sacramento, CA.
PART 2 – PRODUCTS
2.01 STANDARDS, POLES, STEEL PEDESTALS AND POSTS
A. See 2010 Caltrans Revised Standard Specification Sections 86-1.02J.
PART 3 - EXECUTION
3.01 GENERAL
A. Install Caltrans Type 1-B Standard in accordance with section 86-2.01C of the 2010
Caltrans Revised Standard Specifications.
3.02 CAST-IN-DRILLED-HOLE CONCRETE PILE FOUNDATIONS
A.Cast-In-Drilled-Hole Concrete Pile Foundations for traffic signal and lighting standards shall
conform to the provisions in Section 86-2.01C(5)(d)(ii) "Cast-In-Drilled-Hole Concrete Pile
Foundations," of the 2010 Caltrans Standard Specifications and these General Provisions.
CITY OF CUPERTINO
McCLELLAN ROAD SIDEWALK IMPROVEMENTS-PHASE 2
SECTION 34 41 13 – TRAFFIC SIGNALS
Page 2
PART 4 - MEASUREMENT AND PAYMENT
4.01 MEASUREMENT
A. Install Caltrans Type 1-B Standard will be measured per each.
4.02 PAYMENT
A. The contract unit price paid for Install Caltrans Type 1-B Standard shall include full
compensation for furnishing all labor, materials, tools, equipment, and incidentals and for
doing all the work involved in furnishing and installing Caltrans Type 1-B standard,
complete in place, including excavation and foundation, cast-in-drilled-hole pipe
foundations, and reinforcement, as shown on the plans, as specified in these
specifications, and as directed by the Engineer.
END OF SECTION 34 41 13
July 26, 2018
Guerra Construction Group
984 Memorex Drive
Santa Clara, CA 95050
SENT VIA E-Mail jaime@guerraco.com
Re: NOTICE OF AWARD
McClellan Road Sidewalk Improvements-Phase 2 Project
Project No. 2015-19
Dear Mr. Guerra:
The City of Cupertino (“City”) is pleased to inform you that Guerra Construction Group
Contractor”) has been awarded the Contract for the above-referenced Project (“Project”), for the
Contract Price of $659,050.00 based on your Bid Proposal submitted on July 17, 2018.
A copy of the Contract is enclosed. Contractor must execute one copy of the enclosed
Contract and return it to my attention, accompanied by one copy each of the following required
documents, Payment Bond, Performance Bond, and insurance forms and certificates and
endorsements, and W -9, no later than ten days from the date of this Notice of Award.
Failure to execute and return the enclosed Contract and required bonds and insurance
documentation within the specified time could result in rescission of the award and forfeiture of
Contractor’s bid security.
Please acknowledge receipt of this Notice of Award by signing the attached
Acknowledgement of Notice of Award, as indicated, and transmitting the Acknowledgement to my
office via email at: johnr@cupertino.org. Do not hesitate to contact me if you have any questions
in this regard.
Sincerely,
John Raaymakers, PE
Public Works Project Manager
Enclosure
DIRECTOR OF PUBLIC WORKS SIGNATURE
DIRECTOR OF PUBLIC WORKS
TIMM BORDEN
APPROVED BY:
RCE 45512 DATE
1 TS01 TITLE SHEET
2 NT01 NOTES AND LEGEND
3 DT01 TYPICAL SECTIONS AND DETAILS
4 DT02 DETAILS
5 DT03 DETAILS
6 DT04 DETAILS
7 DM01 DEMOLITION PLAN
8 DM02 DEMOLITION PLAN
9 IP01 IMPROVEMENT PLAN
10 IP02 IMPROVEMENT PLAN
11 IP03 IMPROVEMENT PLAN
12 UT01 UTILITY PLAN
13 UT02 UTILITY PLAN
14 EC01 CONSTRUCTION BEST MANAGEMENT PRACTICES
UU
CA: 811EDRDNUOR
GNULLAC
ECIVRES LAE
GIDTSA
ROBFEER
O
Y
S:\
PROJECTS\489300\
489301\PW\PLOT DRAWINGS\
MCCLELLAN PHASE II\489301TS.
DWGN McCLELLAN ROAD SIDEWALK
IMPROVEMENTS - PHASE 2 PROJECT
NO. 2015-
19 CUPERTINO,
CALIFORNIA SHEET
INDEX SHEET NO. TITLE DRAWING HORIZONTAL CONTROL PROJECT BENCHMARK ELEV DATUM:
WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES
TO AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.OR USES OF
THESE PLANS. ALL CHANGES TO THE PLANS MUST
BE IN
WRITING UNAUTHORIZED
CHANGES & USES:THE
ENGINEER PREPARING
THESE PLANS
SITE MAP LOCATION MAP
SHEET
OF
REVISIONS May
2018
McCLELLAN
ROAD
SIDEWALK IMPROVEMENTS - PHASE 2
File:
Scale:
Proj.
Engr:Checked:Drawn:
Designed:Date:
June 15,
2018 JC
JC LA
Land Use
Entitlements Land
Planning Landscape Architecture Civil Engineering Utililty
Design Land Surveying Stormwater Compliance 1570
Oakland
Road (
408)
487-2200 San Jose, CA 95131
HMHca.
com
REENIGNEL
A NOISSEFORPDERETSIGER CAL
I F
O
R
NIAFO
E
T ATS V I
LIC No. 82825 141 PROJECT SITE LA CP NORTHING EASTING DESCRIPTION 1004
1,941,153.97 6,108,678.61 FOUND MAG NAIL 1006
1,941,118.98 6,108,288.02 FOUND MAG NAIL 1010
1,940,815.21 6,108,277.51 SET CUT X 1011
1,941,111.12 6,109,005.01 SET MAG NAIL 1012
1,940,668.77 6,108,207.73 SET MAG NAIL 1013
1,940,874.41 6,106,496.84 SET MAG NAIL 1014
1,940,421.51 6,106,287.83 SET MAG NAIL 1015
1,940,478.52 6,106,076.43 SET MAG NAIL SCVWD BM1071, ELEV=327.
04' (NAVD88). DATE ADJUSTED MAY 4, 2010, "SCVWD BRASS DISK (R180);ON TOP OF
THE SOUTHERLY CURB OF STEVENS CREEK BOULEVARD AT APPROXIMATELY 200 FEET WESTERLY OF PENINSULA/
BUBB ROAD AND NEAR RAILROAD CROSSING POLE #22118. ALSO, 2.5 FEET NORTH OF THE RAILROAD
CROSSING LIGHTS, AND 20
FEET WEST FROM THE CENTER OF THE TRACKS. CITY OF CUPERTINO PROJECT TBM: PT 1004, ELEV=372.86', SET
MAG IN AC BERM NORTH SIDE OF MCCELLAN IN FRONT OF 5(66 520 17(
5/,1(2)5,
9(:$<
9(/('
72 520 0+
37
6
LEVELED
ELEV
FROM BM1071.
NTS TS01 McCLELLAN
SHEET OFREVISIONS
May 2018
IMPROVEMENT PLANS FOR
McCLELLAN ROAD
SIDEWALK IMPROVEMENTS - PHASE 2
File:
Scale:
Proj. Engr:
Checked:
Drawn:
Designed:
Date:
JC
JC
LA
Land Use Entitlements
Land Planning
Landscape Architecture
Civil Engineering
Utililty Design
Land Surveying
Stormwater Compliance
1570 Oakland Road (408) 487-2200
San Jose, CA 95131 HMHca.com
REENIGNEL
A
NOISSEFORPDERETSIGER
CA L I F O R
NIAFO
E
T
ATS V ILIC
No.82825
14
LA
June 15, 2018
2015-19
LEGEND
CHAINLINK FENCE / GATE
ORNAMENTAL STEEL FENCE / GATE
NATURAL GAS
OVERHEAD ELECTRIC OR COMMUNICATIONS
PROPERTY LINE
RIGHT-OF-WAY
SANITARY SEWER
SAWCUT
STORM DRAIN
TEMPORARY CONSTRUCTION EASEMENT
UNDERGROUND COMMUNICATIONS (TELE)
UNDERGROUND COMMUNICATIONS (TV)
UNDERGROUND ELECTRIC
WATER
WOOD FENCE / GATE
ABANDONED UTILITY
ALIGNMENT EVENT POINT
ASPHALT
CLEANOUT
CONCRETE
DRAINAGE FLOW DIRECTION
DRIVEWAY
FIRE HYDRANT
MONUMENT
OVERLAND RELEASE
PAVEMENT MARKING (TYP)
ROADSIDE SIGN
SANITARY SEWER MANHOLE
STORM DRAIN CURB INLET
STORM DRAIN FLAT GRATE INLET
STORM DRAIN MANHOLE
STREET LIGHT
TREE
THRU THE CURB DRAIN
CALTRANS TYPE 1B STANDARD FOR CITY
INSTALLED RADAR FEEDBACK SIGN
UTILITY BOX
UTILITY POLE
VALVE
WATER METER BOX
HATCHINGS AND SYMBOLS FOR REMOVALS
ARE SHOWN ON DM SHEETS
EXIST PROPOSED WORK ITEMS
NEW/ADJUST TO GRADE/RELOCATE)
AB AGGREGATE BASE
AC ASPHALTIC CONCRETE OR
HOT MIX ASPHALT PER CALTRANS
STANDARD SPECIFICATIONS
AP ANGLE POINT
AT&T AMERICAN TELEPHONE & TELEGRAPH
BOC BACK OF CURB
BOW BACK OF WALK
C&G CURB AND GUTTER
CL CENTERLINE
CONC CONCRETE
CONF CONFORM
CP CONTROL POINT
CSD CITY OF CUPERTINO STANDARD DETAIL
DI DROP INLET
E EAST
ELEV ELEVATION
ER END RETURN
EXIST EXISTING
FC FACE OF CURB
FDAC FULL DEPTH ASPHALT CONCRETE
FG FINISHED GRADE
FOW FRONT OF WALK
FL FLOW LINE
GB GRADE BREAK
HMA HOT MIX ASPHALT
HP HIGH POINT
INV INVERT
ABBREVIATIONS
NT01
NTS
2
S:\PROJECTS\489300\489301\PW\PLOT DRAWINGS\MCCLELLAN PHASE II\489301NT.DWG1.All work shall be in accordance with the State of California Department
of Transportation Standard Specifications (latest edition, as amended), and Standard Plans latest edition, as amended), and City of Cupertino Standard Details unless otherwise
indicated. The Contractor shall perform the work described in the specification,and as shown
on the drawings, and to the satisfaction of the City Engineer.2.It shall be the responsibility of the Contractor to ensure the approved plans or the latest revised
plans are furnished to its subcontractors and to ensure
the latest approved plans are onsite at all times during construction.3.The Contractor shall notify the
City Inspector two (2) working days prior to requiring an inspection.4.Construction area
traffic control devices shall be installed prior to beginning of work.5.The Contractor shall locate underground facilities in the area of work. The Contractor shall contact
Underground Service Alert (USA) at 811 two (2) working days
in advance of any work for location of the underground facilities.6.All underground utilities shall be installed
and backfilled before placement of the base material and surface structures.7.Storm drain lines installed as part of the work on these plans shall
be cleared of all debris and obstructions prior to final acceptance.8.All trench backfill, fill areas, and base material shall attain a minimum relative
compaction consistent with the requirements of existing street Trench Restoration Detail.For typical trench sections, except for sanitary
sewers, refer to the City Standard Details or Trench Restoration Detail.9.Foreign matter in existing or proposed right-of-way shall be removed to a depth of two (2) feet below
subgrade and disposed of per Caltrans Standards. In the case of live tree roots from trees, Contractor
shall contact the City for field observation and determination of removal.10.Trench plates in the traveled
way shall be traffic rated, properly secured and shall be recessed.11.All trenches located within 5' of the edge of pavement (ie. curb, lip of gutter, edge
of pavement, etc.) shall be repaved to the edge of pavement.12.$OO QHZ SDYHPHQW VKDOO DW D PLQLPXP PDWFK WKH
H[LVWLQJ SDYHPHQW VHFWLRQ PLQLPXP SDYHPHQW VHFWLRQ RI ODVV LV UHTXLUHG 13.Existing pavement that is removed
or damaged shall be replaced as required by the City Engineer.14.Manhole frames and
covers shall be brought to finished grade prior to final acceptance.15.Five (5) working days prior to installing permanent striping, the Contractor shall cat track the striping and
request review of the cat tracks by the City Traffic Engineer.The City Engineer shall have the right to make changes in the location
of the alignment of traffic stripes, pavement markings, and pavement markers.16.Concrete for use in all concrete structures shall conform to California
Department of Transportation Standard Specifications Section 90. Drop inlets, sidewalks, curbs and gutters shall contain 590 lbs. of cement per cubic yard and shall
attain a minimum strength of 3,000 psi in 28 days.17.Drop inlets shall be constructed conforming to City Standard Details unless otherwise noted on
the plans. Drop Inlets shall be installed concurrent with the construction RI WKH FXUE DQG JXWWHU 1R XPSLQJ ORZV WR WKH D\SODTXH IXUQLVKHG E\WKH LW\VKDOO
EH LQVWDOOHG RQ WKH FXUE DGMDFHQW WR DOO LQOHWV RU JUDWHV 18.A minimum thickness of five (5) inches of concrete or asphalt shall be required for
commercial driveway approaches and four (4) inches for residential. The driveway approach shall
be installed concurrent with the construction of the curb and gutter.19.One pound of dispersing black shall be
mixed with each cubic yard of concrete at the batch plant.20.New City standard street monuments and other permanent monuments disturbed during
construction shall be replaced before acceptance of the improvements by the City Engineer. Attention is directed to Section 8771 of the California
Business and Professions Code for the requirements concerning survey monuments. Existing survey monuments shall be located and referenced by or under the direction of a licensed
land surveyor or registered civil engineer prior to construction operations and a corner record or record of survey shall be filed with the County Surveyor of the County of Santa
Clara. Existing survey monuments shall be reset to finish grade and a corner record or record of survey shall be filed with the County Surveyor of the County of Santa Clara
prior
to the recording of the certificate of completion for the project.21.Construction survey stakes or marks (control stakes) to establish lines and
grades shall be set by the Contractor's surveyor or engineer.22.Notify the City Inspector two (2) working days in advance of requiring services for checking field staking. Three (
3) copies
of the cut sheets shall be furnished to the City Inspector.23.Contractor is responsible for dust control and ensuring the area
adjacent to the work is left in a clean condition daily.24.Contractor shall review City Detail 6-4 on
tree protection prior to accomplishing any work or removing any trees.25.Utilize Best Management Practices (BMP's), as required by the State
Water Resources Control Board, for ANY activity which disturbs the soil.26.Residential driveway conforms shall consist
of 4" PCC or 4" Asphalt on 4" Class 2 AB.27.Contractor shall be responsible to ensure compliance with American's
with Disabilities Act (ADA) for all affected pavement and sidewalk features.28.Adjustment of utility boxes shall be performed in accordance with the specifications
and requirements of the utility owner. Contractor shall coordinate with applicable utility companies for inspection
requirements including PG&E, AT&T, SJWC, and Cupertino Sanitary District.29.Contractor shall trim existing trees as necessary to
maintain 10' clearance above proposed sidewalks and as necessary for construction.30.Protect existing trees, even those shown to be removed, to the extent practicable as determined
in coordination with the City Arborist. Contractor shall prepare and/or excavate adjacent construction areas prior to tree removal to determine practicability of
tree protection with City Arborist. Contractor shall coordinate with the
City Arborist to be on-site during clear, grub and demolition.31.Contractor shall install top soil to a depth of 8" below FG in all constructed parkstrips and areas
of curb, gutter and sidewalk removal where hardscape is not replaced.Top soil shall be installed flush
with back of curb, front of sidewalk, and existing utility boxes.32.Relocation of mailboxes shall be performed to the satisfaction of the engineer and to USPS standards
and in a method allowing resuse of the existing receptacle when possible. Contractor is responsible for furnishing replacement mailboxes. Mailbox door shall be placed 6" -
8" from face of curb and 41" - 45" above road
face.Contractor to coordinate work with USPS prior to disturbing mailbox.33.Fence removal shall remove fence panels to the nearest post beyond limit of work. Contractor shall
protect existing fence posts and panels to remain and shall be responsible for replacing any fence portions which are damaged by construction activities
or which are unable to be relocated due to existing condition.34.Contractor shall replace and/or restore any onsite private facilities, including but not limited to
irrigation, fencing, gates and electrical systems affected by the project to the satisfaction of the engineer. Contractor shall restore, to the satisfaction of
the engineer, any areas within temporary construction easements or otherwise affected by the contractor as a result of the project. This shall
include vegetated or landscaped areas on private properties fronting the project.35.Contractor shall make reasonably available to the respective property owner
salvageable frontage improvements, including, but not limited to pavers, boulders, light fixtures, irrigation heads, fence panels, fence posts and
other appurtenances which are in conflict with the ultimate project improvements.36.Top of curb elevations at driveways and other depressed areas represent theoretical
full height curb elevation. Depressed curb sections at driveways shall
be constructed
0.45'
below elevation shown
per City standard detail.
MH MANHOLE N
NORTH OG ORIGINAL GRADE PCC
PORTLAND CEMENT CONCRETE
PG PROFILE GRADE
PG&E PACIFIC GAS & ELECTRIC
PP POWER
POLE PVC POLYVINYL
CHLORIDE R/W RIGHT-OF-
WAY S SOUTH SD STORM DRAIN SDCB STORM DRAIN CATCH
BASIN SDI STANDARD DROP
INLET PER CUPERTINO STANDARD DETAIL
3-2
SDR STANDARD DIMENSION
RATIO SJWC SAN JOSE
WATER COMPANY STD STANDARD
TBM TEMPORARY BENCHMARK TC
TOP OF CURB TCE
TEMPORARY CONSTRUCTION EASEMENT TG TOP
OF GRATE
TOW TOP OF WALL TRC
TOP OF
ROLLED CURB TYP TYPICAL
USPS UNITED STATES POSTAL
SERVICE W WEST
WBO WORK BY OTHERS WM WATER METER
BOX
17'
1'2'5'
4.
5'
20'30'
30'EXISTR/WCLEXISTR/WCITY OF CUPERTINOSTANDARD CURB,GUTTER, PARK STRIP,AND SIDEWALK2.
GRAVITY RETAINING WALL
FENCE NOT SHOWN
CUPERTINO
STANDARD
SIDEWALK
4" PERFORATED PLASTIC
PIPE SLOPED TO INLET
SEE ORNAMENTAL
STEEL FENCE, ON
SHEET DT01
4 BAR
DOWELS
@ 24" O.C.
CALTRANS POST
POCKET, ON SHEET DT04
4 BAR STIRRUPS
@ 18" O.C.
5"
W
H
h1
3"
STATION
53+00.00 TO 53+17.79
h1 H W
0" - 6"12"15"
22"
53+17.59 TO 53+32.44 28"
28"
22"6" - 12"
18" - 12"
6" - 12"
12" - 18"
24"
28"
28"
24"
15"6" - 0"12"
53+32.44 TO 53+50.67
53+59.79 TO 53+68.90
52+81.16 TO 53+00.00
53+50.67 TO 53+59.79
WALL MOUNT
REFLECTOR
@ 10' 0.C.
7 - #4 BAR
12" FDAC PLUG
CLASS 3 PERMEABLE
MATERIAL
CUPERTINO STANDARD
CURB AND GUTTER
12" CLASS 2 AB
4"
MIN
3"
MIN
12" CONSTRUCTION
JOINT FILLER
7
12
1
2" CHAMFER
CLASS 3
PERMEABLE
MATERIAL
GRAVITY RETAINING WALL,
FOR DETAILS NOT SHOWN,
SEE DETAIL 11
4" PVC TEE
G3 INLET
CUPERTINO
STD CURB
6"2%
MIN CLASS 2
AB FOR POST
POCKET DETAILS, SEE
SHEET
DT04 FOR
FENCE DETAILS, SEE DETAIL 3
ON SHEET
DT01 CONCRETE COLLAR
DETAIL
CL PROPOSED
PIPE PCCCOLLAR#4 @ 10" OC
DOWEL 2 - #4
HOOPS
INVERT
MATCH
EXISTING
PIPE
12"
DIA6"2
1 2"
CLEAR REINSTALL
EXIST VALVE BOX
PER SJWC
MATERIAL SPECIFICATIONS
LIST
OG
FG SAWCUT EXISTING
8"PVC
PIPE REMOVE
EXIST VALVE
BOX PROTECT EXISTING WATER
MAIN AND VALVE STEM IN
PLACE NOTE: FOR DETAILS NOT
SHOWN,SEE SJWC STANDARD
DRAWINGS PROTECT IN
PLACE EXISTING SS
PIPE AND
CLEANOUT
OG
FG REMOVE
EXISTING CLEANOUT
BOX
VARIES NOTE: FOR DETAILS
NOT SHOWN, SEE
CUPERTINO SANITARY DISTRICT
DETAIL,ON SHEET
DT03 REINSTALL
EXIST CLEANOUT
BOX
4
8
36"
2"
36"
2"
48"
REPLACEABLE
DETECTABLE
WARNING
SURFACE
FC
BOC FC BOC
PG&E
POLE 5' SWPERIPPLANS)
BOW18" (TYP)5'
SW
PER
IP
PLANS)
32"
MIN
4
8 MI
N 48"
MIN
24"
30"
30"
20" (
TYP)
7<3
FC LOG
BOW
FC LOG BOW
CONFORM TO EXISTING SIDEWALK
36"2.0%
MAXVARIES TOCONFORMEXISTSLOPECHANGE IN SLOPE
NOTE: FOR DETAILS
NOT SHOWN SEE
CUPERTINO STANDARD DETAIL 1-19,
ON
SHEET DT03
PROTECT EXISTING MH,
VALVE BOX, OR VAULT
IN PLACE SAWCUT
LINE
PER
IP
SHEETS CONFORMTO
RIM/GRATE OF
EXISTING STRUCTURE FC
LOG VARIES 52+
81.
16RETAINING
WALL
ELEVATION53+00.
0053+17.
7953+32.
4453+50.
6753+
59.
7953+
68.90TOP
OF WALL
FACE OF
CURB BOTTOM
OF WALL
24"28"
12"368.
61'367.
61'369.
18'368.
18'12"28"24"
368.28'
367.28'
369.28'
368.78'
369.59'
368.09'
367.26'
369.40'368.
40'
367.40'
367.07'367.
02'367.35'
368.35'369.35'
367.98'
366.98'
368.
48'
368.98'EXIST PG&E
32/(
TO
REMAIN
4.5' SW
2.7'
MIN
2.0'3.0'1.
9'BOWFOCLOG ALIGNMENT CONSTANT
SAWCUTBOC53+96.07
0.08' LT
ANG POINT TYP)EXIST
PG&E GUY WIRE 5'
TRANSITION,
19 12"x12"x2.5" CONCRETE
PAD, SLOPE TO MATCH EXIST
VALLEY GUTTER,GRADE TO
INLET
CONNECT TO THRU
CURB DRAIN
PER DETAIL 17
BELOW 7*
6" ROUND NDS SPEE-D BASIN
PART
NO.
101)
WITH PLASTIC INLET GRATEOR
APPROVED
EQUAL CITY OFCUPERTINO
STANDARD
CURB,GUTTER, PARKSTRIP,
AND
SIDEWALK.3" PVC
SD @
1% MIN DT02
NTS 4
CURB TRANSITION AT WALL
DETAIL12
NTS
STORM DRAIN
CONNECTION
DETAIL9
NTS
GRAVITY
RETAINING
WALL
DETAIL11
NTS S:\PROJECTS\
489300\489301\
PW\PLOT
DRAWINGS\MCCLELLAN
PHASE II\
489301DT01.DWGSHEET
OF REVISIONS
May 2018 IMPROVEMENT PLANS FOR McCLELLAN
ROAD SIDEWALK IMPROVEMENTS - PHASE 2 File:
Scale:
Proj.
Engr:
Checked:Drawn:Designed:Date:JC JC
LA
Land
Use
Entitlements Land PlanningLandscape
Architecture Civil
Engineering
Utililty
Design Land Surveying
Stormwater Compliance
1570 Oakland Road (408)
487-
2200 San Jose, CA95131
HMHca.
com REENIGNEL ANOISSEFORPDERETSIGER
CA
L IF
O
R NIAFOE
T
ATS V ILIC
No.
82825 14 LAJune
15,
2018 2015-19 DETECTABLE WARNING SURFACEDETAIL4
NTS
A1-6 CURB TRANSITIONDETAIL13
NTS
WATER
VALVE ADJUSTMENT DETAIL10 NTS CLEANOUT ADJUSTMENT DETAIL6
NTS CONCRETE
COLLAR DETAIL5 NTS SIDEWALK BUMP OUT DETAIL15 NTS
SIDEWALK CONFORM SLOPING DETAIL7 NTS PROTECTION OF SURFACE FEATURES
NEAR SAWCUT DETAIL16
NTS THRU
THE CURB DRAIN DETAIL17 NTSNOTES:
1.
ALL
DIMENSIONS ARE IN INCHES UNLESS OTHERWISENOTED.
2.
INSTALLATION FOR
6 INCH CURB, INVERT OF THRU
THE CURB DRAIN TO BE
SHEET OFREVISIONS
May 2018
IMPROVEMENT PLANS FOR
McCLELLAN ROAD
SIDEWALK IMPROVEMENTS - PHASE 2
File:
Scale:
Proj. Engr:
Checked:
Drawn:
Designed:
Date:
JC
JC
LA
Land Use Entitlements
Land Planning
Landscape Architecture
Civil Engineering
Utililty Design
Land Surveying
Stormwater Compliance
1570 Oakland Road (408) 487-2200
San Jose, CA 95131 HMHca.com
REENIGNEL
A
NOISSEFORPDERETSIGER
CA L I F O R
NIAFO
E
T
ATS V ILIC
No.82825
14
LA
June 15, 2018
2015-19
DT03
NTS
5
MIN
MIN
S:\
SHEET OFREVISIONS
May 2018
IMPROVEMENT PLANS FOR
McCLELLAN ROAD
SIDEWALK IMPROVEMENTS - PHASE 2
File:
Scale:
Proj. Engr:
Checked:
Drawn:
Designed:
Date:
JC
JC
LA
Land Use Entitlements
Land Planning
Landscape Architecture
Civil Engineering
Utililty Design
Land Surveying
Stormwater Compliance
1570 Oakland Road (408) 487-2200
San Jose, CA 95131 HMHca.com
REENIGNEL
A
NOISSEFORPDERETSIGER
CA L I F O R
NIAFO
E
T
ATS V ILIC
No.82825
14
LA
June 15, 2018
2015-19
DT04
NTS
6S:\
SHEET KEYNOTES
GENERAL SHEET NOTES
1.PAVEMENT AND SUBGRADE
REMOVAL WITHIN THE ROADWAY
NECESSARY FOR CONSTRUCTION
OF THE PROJECT SHALL BE PAID
FOR AS ROADWAY EXCAVATION.
ROADWAY EXCAVATION LIMITS ARE
NOT SHOWN ON THESE SHEETS.
2.RELOCATIONS ARE SHOWN ON IP
SHEETS.
1.REMOVE EXIST TREE (SEE NOTE 30,
SHEET NT01)
2.REMOVE EXIST CURB AND GUTTER
3.REMOVE EXIST CONCRETE SIDEWALK/
DRIVEWAY/ WALKWAY
4.REMOVE EXIST ASPHALT CONCRETE
DRIVEWAY/ WALKWAY
5.REMOVE EXIST WOOD FENCE IN
CONFLICT WITH WORK (SEE NOTE 33,
SHEET NT01)
6.CLEAR AND GRUB EXIST VEGETATION
7.REMOVE EXIST VALLEY GUTTER
8.REMOVE EXIST ASPHALT CONC DIKE
9.NOT USED
10.REMOVE EXIST STORM DRAIN INLET
AND PIPE
11.REMOVE EXIST PAVERS
12.REMOVE EXIST WOODEN HEADERS
13.NOT USED
14.REMOVE EXIST ROADSIDE SIGN
15.REMOVE EXIST RETAINING WALL
16.REMOVE EXIST CHAIN LINK FENCE IN
CONFLICT WITH WORK (SEE NOTE 33,
SHEET NT01)
17.PROTECT EXIST UTILITY IN PLACE
18.PROTECT EXIST MAILBOX IN PLACE
19.PROTECT EXIST TREE IN PLACE
20.REPLACE THRU THE CURB DRAIN (SEE
DETAIL 16, SHEET DT02)
21.ADJUST CLEANOUT TO GRADE (SEE
DETAIL 6, SHEET DT02)
22.ADJUST WATER METER TO GRADE
SEE DETAIL 2, SHEET DT01)
23.ADJUST UTILITY VAULT TO GRADE
WBO)
24.RELOCATE EXIST WOOD FENCE
25.RELOCATE CHAIN LINK FENCE
26.RELOCATE MAILBOX (SEE NOTE 32,
SHEET NT01)
27.RELOCATE UTILITY POLE AND GUY
WIRES (WBO)
28.RELOCATE ROADSIDE SIGN
29.ADJUST WATER VALVE TO GRADE (SEE
DETAIL 10, SHEET DT02)
30.RELOCATE WATER METER BOX (WBO)
31.RELOCATE UTILITY BOX (WBO)
32.CONSTRUCT A2-6 CURB AND GUTTER
PER CITY OF CUPERTINO STANDARD
DETAIL 1-16
33.CONSTRUCT SIDEWALK PER CITY OF
CUPERTINO STANDARD DETAIL 1-19
34.CONSTRUCT A1-6 CURB PER CITY OF
CUPERTINO STANDARD DETAIL 1-16
35.RELOCATE FIRE HYDRANT (WBO)
36.CONNECT TO EXIST RCP WITH
CONCRETE COLLAR (SEE DETAIL 5,
SHEET DT02)
37.CONSTRUCT RETAINING WALL (SEE
DETAIL 11, SHEET DT02)
38.ADJUST MANHOLE TO GRADE
39.PROTECT EXISTING FENCE AND POSTS
IN PLACE
SHEET OFREVISIONS
May 2018
IMPROVEMENT PLANS FOR
McCLELLAN ROAD
SIDEWALK IMPROVEMENTS - PHASE 2
File:
Scale:
Proj. Engr:
Checked:
Drawn:
Designed:
Date:
JC
JC
LA
Land Use Entitlements
Land Planning
Landscape Architecture
Civil Engineering
Utililty Design
Land Surveying
Stormwater Compliance
1570 Oakland Road (408) 487-2200
San Jose, CA 95131 HMHca.com
REENIGNEL
A
NOISSEFORPDERETSIGER
CA L I F O R
NIAFO
E
T
ATS V ILIC
No.82825
14
LA
June 15, 2018
2015-19
DM01
1" = 20'
7
S:\PROJECTS\
489300\489301\
PW\PLOT DRAWINGS\MCCLELLAN
PHASE II\489301DM01.
DWGREMOVAL LEGEND REMOVE TREE CLEAR &
GRUB EXIST VEGETATION
REMOVE
EXIST CONCRETE REMOVE EXIST
ASPHALTCONCRETEPROJECTCONTINUED
ATMcCLELLAN
RD AND
MADRID
RD(SEE
BELOW)
PLAN
SCALE:
1" = 20'MATCHLINE
SEE
SHEET KEYNOTES
GENERAL SHEET NOTES
1.PAVEMENT AND SUBGRADE
REMOVAL WITHIN THE ROADWAY
NECESSARY FOR CONSTRUCTION
OF THE PROJECT SHALL BE PAID
FOR AS ROADWAY EXCAVATION.
ROADWAY EXCAVATION LIMITS ARE
NOT SHOWN ON THESE SHEETS.
2.RELOCATIONS ARE SHOWN ON IP
SHEETS.
1.REMOVE EXIST TREE (SEE NOTE 30,
SHEET NT01)
2.REMOVE EXIST CURB AND GUTTER
3.REMOVE EXIST CONCRETE SIDEWALK/
DRIVEWAY/ WALKWAY
4.REMOVE EXIST ASPHALT CONCRETE
DRIVEWAY/ WALKWAY
5.REMOVE EXIST WOOD FENCE IN
CONFLICT WITH WORK (SEE NOTE 33,
SHEET NT01)
6.CLEAR AND GRUB EXIST VEGETATION
7.REMOVE EXIST VALLEY GUTTER
8.REMOVE EXIST ASPHALT CONC DIKE
9.NOT USED
10.REMOVE EXIST STORM DRAIN INLET
AND PIPE
11.REMOVE EXIST PAVERS
12.REMOVE EXIST WOODEN HEADERS
13.NOT USED
14.REMOVE EXIST ROADSIDE SIGN
15.REMOVE EXIST RETAINING WALL
16.REMOVE EXIST CHAIN LINK FENCE IN
CONFLICT WITH WORK (SEE NOTE 33,
SHEET NT01)
17.PROTECT EXIST UTILITY IN PLACE
18.PROTECT EXIST MAILBOX IN PLACE
19.PROTECT EXIST TREE IN PLACE
20.REPLACE THRU THE CURB DRAIN (SEE
DETAIL 16, SHEET DT02)
21.ADJUST CLEANOUT TO GRADE (SEE
DETAIL 6, SHEET DT02)
22.ADJUST WATER METER TO GRADE
SEE DETAIL 2, SHEET DT01)
23.ADJUST UTILITY VAULT TO GRADE
WBO)
24.RELOCATE EXIST WOOD FENCE
25.RELOCATE CHAIN LINK FENCE
26.RELOCATE MAILBOX (SEE NOTE 32,
SHEET NT01)
27.RELOCATE UTILITY POLE AND GUY
WIRES (WBO)
28.RELOCATE ROADSIDE SIGN
29.ADJUST WATER VALVE TO GRADE (SEE
DETAIL 10, SHEET DT02)
30.RELOCATE WATER METER BOX (WBO)
31.RELOCATE UTILITY BOX (WBO)
32.CONSTRUCT A2-6 CURB AND GUTTER
PER CITY OF CUPERTINO STANDARD
DETAIL 1-16
33.CONSTRUCT SIDEWALK PER CITY OF
CUPERTINO STANDARD DETAIL 1-19
34.CONSTRUCT A1-6 CURB PER CITY OF
CUPERTINO STANDARD DETAIL 1-16
35.RELOCATE FIRE HYDRANT (WBO)
36.CONNECT TO EXIST RCP WITH
CONCRETE COLLAR (SEE DETAIL 5,
SHEET DT02)
37.CONSTRUCT RETAINING WALL (SEE
DETAIL 11, SHEET DT02)
38.ADJUST MANHOLE TO GRADE
39.PROTECT EXISTING FENCE AND POSTS
IN PLACE
SHEET OFREVISIONS
May 2018
IMPROVEMENT PLANS FOR
McCLELLAN ROAD
SIDEWALK IMPROVEMENTS - PHASE 2
File:
Scale:
Proj. Engr:
Checked:
Drawn:
Designed:
Date:
JC
JC
LA
Land Use Entitlements
Land Planning
Landscape Architecture
Civil Engineering
Utililty Design
Land Surveying
Stormwater Compliance
1570 Oakland Road (408) 487-2200
San Jose, CA 95131 HMHca.com
REENIGNEL
A
NOISSEFORPDERETSIGER
CA L I F O R
NIAFO
E
T
ATS V ILIC
No.82825
14
LA
June 15, 2018
2015-19
DM02
8
S:\PROJECTS\
489300\489301\
PW\PLOT DRAWINGS\MCCLELLAN
PHASE II\489301DM01.
DWGREMOVAL LEGEND REMOVE TREE
CLEAR & GRUB EXIST VEGETATION
REMOVE EXIST
CONCRETE REMOVE EXIST ASPHALT
CONCRETEMATCHLINE(SEESHEET
DM01)
MATCHLINE - "
MC5" 52+
17(
SEEBELOW)
MATCHLINE - "
MC5"
52+
17 SEE ABOVE)
1
INCH = 20 FEET
4020100UU CA:
811EDR
SHEET KEYNOTES
1.REMOVE EXIST TREE (SEE NOTE 30,
SHEET NT01)
2.REMOVE EXIST CURB AND GUTTER
3.REMOVE EXIST CONCRETE SIDEWALK/
DRIVEWAY/ WALKWAY
4.REMOVE EXIST ASPHALT CONCRETE
DRIVEWAY/ WALKWAY
5.REMOVE EXIST WOOD FENCE IN
CONFLICT WITH WORK (SEE NOTE 33,
SHEET NT01)
6.CLEAR AND GRUB EXIST VEGETATION
7.REMOVE EXIST VALLEY GUTTER
8.REMOVE EXIST ASPHALT CONC DIKE
9.NOT USED
10.REMOVE EXIST STORM DRAIN INLET
11.REMOVE EXIST PAVERS
12.REMOVE EXIST WOODEN HEADERS
13.NOT USED
14.REMOVE EXIST ROADSIDE SIGN
15.REMOVE EXIST RETAINING WALL
16.REMOVE EXIST CHAIN LINK FENCE IN
CONFLICT WITH WORK (SEE NOTE 33,
SHEET NT01)
17.PROTECT EXIST UTILITY IN PLACE
18.PROTECT EXIST MAILBOX IN PLACE
19.PROTECT EXIST TREE IN PLACE
20.REPLACE THRU THE CURB DRAIN (SEE
DETAIL 17, SHEET DT02)
21.ADJUST CLEANOUT TO GRADE (SEE
DETAIL 6, SHEET DT02)
22.ADJUST WATER METER TO GRADE
SEE DETAIL 2, SHEET DT01)
23.ADJUST UTILITY VAULT TO GRADE
WBO)
24.RELOCATE EXIST WOOD FENCE
25.RELOCATE CHAIN LINK FENCE
26.RELOCATE MAILBOX (SEE NOTE 32,
SHEET NT01)
27.RELOCATE UTILITY POLE AND GUY
WIRES (WBO)
28.RELOCATE ROADSIDE SIGN
29.ADJUST WATER VALVE TO GRADE (SEE
DETAIL 10, SHEET DT02)
30.RELOCATE WATER METER BOX (WBO)
31.RELOCATE UTILITY BOX (WBO)
32.CONSTRUCT A2-6 CURB AND GUTTER
PER CITY OF CUPERTINO STANDARD
DETAIL 1-16
33.CONSTRUCT SIDEWALK PER CITY OF
CUPERTINO STANDARD DETAIL 1-19
34.CONSTRUCT A1-6 CURB PER CITY OF
CUPERTINO STANDARD DETAIL 1-16
35.RELOCATE FIRE HYDRANT (WBO)
36.CONNECT TO EXIST RCP WITH
CONCRETE COLLAR (SEE DETAIL 5,
SHEET DT02)
37.CONSTRUCT RETAINING WALL (SEE
DETAIL 11, SHEET DT02)
38.ADJUST MANHOLE TO GRADE
39.PROTECT EXISTING FENCE AND POSTS
IN PLACE
GENERAL SHEET NOTES
1.TOP OF CURB ELEVATIONS AT
DRIVEWAYS AND OTHER DEPRESSED
AREAS REPRESENT THEORETICAL
FULL HEIGHT CURB ELEVATION.
DEPRESSED CURB SECTIONS AT
DRIVEWAYS SHALL BE CONSTRUCTED
0.45' BELOW ELEVATION SHOWN PER
CITY STANDARD DETAIL.
2.TYPE 1B POLE FOR CITY INSTALLED
RADAR FEEDBACK SIGN. 13' POLE
SHALL BE PLACED 18" BEHIND FACE
OF CURB AND 12" SOUTH OF
RELOCATED PG&E POLE.
390
395
400
405
410
390
400
410
31+00 32+00 33+00 34+00 35+00
2.09%-0.49%-
0.87%
TC 399.
5131+32.
34 ~ GBTC 399.3931+
38.
11 ~
GBTC
399.
1831+
80.
21 ~
GBTC 398.8332+20.88 ~
GB-0.56%1.
77%4.06%0.
57%TC 397.
1433+45.43 ~
GBTC 396.8033+
53.90 ~ GBTC 396.
5833+92.34 ~
GBTC 396.
2934+43.13 ~ GBTC
395.4734+89.34 ~
GB7&31+
32.34 ~
CONF7&
32+
20.
88 ~
CONF7&33+
45.43 ~ CONF7&34+89.
34 ~ CONFPG OG PG
OG12
3
4"
HMA (
TYPE
A) ON
8"
AB (CLASS
2)
2"
AC GRINDAND
VARIABLE DEPTH
OVERLAY 12" FDAC
PLUG ROADWAY
SECTION LEGEND STRIPING DETAIL
22
PER
CALTRANS STANDARD
PLANS
A20A -
A24F
PAVEMENT
MARKING (
AS
SHOWN)
PER CALTRANS STANDARD
PLANS A20A -
A24F PAVEMENT
DELINEATION LEGEND
22 MARKING
4 DRIVEWAY
SECTION SEE
SHEET NT01, NOTE 18)PROJECT CONTINUED
AT McCLELLAN RD AND MADRID RD(
SEE
SHEET
IP02)
1 INCH = 20 FEET 4020100UU CA:
811
ED
R
DNUOR GNULLAC ECIVRESLAE
GIDTSA ROBFE
ER
O
Y SHEET OF
REVISIONS May
2018
IMPROVEMENT PLANS FOR
McCLELLAN
ROAD
SIDEWALK IMPROVEMENTS - PHASE
2 File:Scale:Proj. Engr:Checked:Drawn:
Designed:Date:
JC
JC
LA Land Use Entitlements Land
Planning Landscape Architecture
375
380
390
40+00 41+00 42+00
0.40%
1.92%
3.93%
4.33%
1.87%TC
378.
8940+
05.
01 ~
GBTC
379.
3641+22.92 ~ GBTC 379.6441+
37.35 ~
GBTC 380.
7741+67.
61 ~ GBTC
379.9041+
43.
35 ~
GBTC 379.
9741+47.
36 ~ GB7&
40+05.
01 ~ CONFPG OG 365 370 375 380
385 50+
00 51+00 52+00 2.
20%4.82%2.06%
2.36%
3.22%TC 376.6650+
17.36 ~
GBTC 375.1050+88.01 ~ GBTC
373.5051+21.25 ~ GBTC 373.
0951+41.
28 ~ GBTC 372.1051+83.21 ~
GB7&50+17.36 ~ CONFPG
OG 2.20%4.82%2.
06%SHEET KEYNOTES
1.REMOVE EXIST TREE (SEE NOTE
30,SHEET NT01)2.
REMOVE EXIST CURB AND GUTTER
3.REMOVE EXIST
CONCRETE SIDEWALK/DRIVEWAY/ WALKWAY 4.
REMOVE EXIST ASPHALT CONCRETE DRIVEWAY/
WALKWAY 5.REMOVE EXIST WOOD FENCE IN
CONFLICT WITH WORK (SEE NOTE 33,
SHEET NT01)
6.CLEAR AND GRUB EXIST VEGETATION
7.REMOVE EXIST VALLEY GUTTER 8.
REMOVE EXIST ASPHALT CONC DIKE 9.
NOT USED 10.REMOVE EXIST STORM DRAIN
INLET 11.REMOVE EXIST
PAVERS 12.REMOVE EXIST WOODEN HEADERS
13.NOT USED 14.
REMOVE EXIST ROADSIDE SIGN 15.REMOVE
EXIST RETAINING WALL 16.REMOVE
EXIST CHAIN LINK FENCE IN CONFLICT
WITH
WORK (SEE NOTE 33,SHEET
NT01)17.PROTECT EXIST UTILITY
IN PLACE 18.PROTECT EXIST MAILBOX
IN PLACE
19.PROTECT EXIST TREE IN PLACE
20.REPLACE
THRU THE CURB DRAIN (
SEE DETAIL 17, SHEET DT02)21.ADJUST
CLEANOUT TO GRADE (SEE
DETAIL 6, SHEET DT02)22.ADJUST
WATER METER TO GRADE SEE
DETAIL 2, SHEET DT01)23.ADJUST UTILITY
VAULT TO GRADE WBO)24.
RELOCATE EXIST WOOD
FENCE 25.RELOCATE CHAIN LINK FENCE
26.RELOCATE MAILBOX (SEE NOTE
32,SHEET NT01)27.RELOCATE UTILITY POLE AND
GUY WIRES (WBO)28.RELOCATE
ROADSIDE SIGN 29.ADJUST WATER
VALVE TO GRADE (SEE DETAIL 10,
SHEET DT02)30.RELOCATE WATER
METER BOX (
WBO)31.RELOCATE UTILITY BOX (
WBO)32.CONSTRUCT A2-
6 CURB AND GUTTER PER
CITY OF CUPERTINO STANDARD DETAIL 1-
16 33.
CONSTRUCT SIDEWALK PER
CITY OF CUPERTINO STANDARD DETAIL 1-
19 34.CONSTRUCT A1-
6 CURB PER
CITY OF CUPERTINO STANDARD
DETAIL 1-16 35.
RELOCATE FIRE HYDRANT (WBO)
36.CONNECT TO EXIST RCP WITH
CONCRETE COLLAR (SEE
DETAIL 5,SHEET DT02)37.CONSTRUCT RETAINING
WALL (SEE DETAIL 11, SHEET
DT02)38.ADJUST MANHOLE TO GRADE
39.PROTECT EXISTING FENCE AND POSTS
IN PLACE GENERAL SHEET
NOTES
1.
TOP
OF CURB ELEVATIONS AT DRIVEWAYS
AND OTHER DEPRESSED AREAS
REPRESENT THEORETICAL FULL HEIGHT
CURB ELEVATION.DEPRESSED
CURB SECTIONS AT
DRIVEWAYS SHALL BE
CONSTRUCTED 0.45' BELOW
ELEVATION SHOWN PER
CITY STANDARD
DETAIL.2.TYPE 1B
POLE FOR CITY INSTALLED
RADAR FEEDBACK
SIGN. 13'
POLE
SHALL
BE
PLACED
18" BEHIND
FACE OF CURB AND 12"
SOUTH OFRELOCATED
PG&E
POLE.1 2
3 4"
HMA (TYPE A) ON
8"
AB (
CLASS 2)
2"
AC
GRIND
AND
VARIABLE
DEPTH
OVERLAY
12" FDAC PLUG
ROADWAY SECTION
LEGEND STRIPING
DETAIL 22
PER CALTRANS
STANDARD PLANS
A20A - A24F
PAVEMENT MARKING (AS SHOWN)PER CALTRANS
STANDARD PLANS A20A - A24F PAVEMENT DELINEATION
LEGEND
22
MARKING
4 DRIVEWAY SECTION SEE SHEET NT01,
NOTE
18)
MATCHLINE - "
MC5" 52+17(SEE
SHEET IP03)
SHEET
OF
REVISIONS May 2018
IMPROVEMENT PLANS
FOR
McCLELLAN ROAD SIDEWALK
IMPROVEMENTS - PHASE 2
File:Scale:Proj. Engr:Checked:Drawn:Designed:
Date:
JC JCLA
Land
Use Entitlements Land
Planning Landscape Architecture
Civil Engineering Utililty Design Land Surveying Stormwater
Compliance
1570
Oakland Road (408) 487-
2200SanJose, CA
95131
HMHca.
com REENIGNEL
A
NOISSEFORPDERETSIGERCA
L
I
F
O R NIAFO
E T ATS V
I
LIC
No.
82825
14 LA June 15, 2018 2015-19 PLAN SCALE: 1" =
20'MC4" TC PROFILE SCALE: 1" = 20'
H; 1" = 5' V IP02 1" = 20'10PROJECT CONTINUED
AT McCLELLAN RDAND MIRA VISTA AVE(SEE SHEET
IP02)PLAN SCALE: 1" = 20'MC5" TC PROFILE SCALE: 1" = 20' H; 1" = 5'
V MATCHLINE - "MC5" 52+17(SEE SHEET IP03)MATCHLINE
SEE R IGHT MATCHLINE - (SEE LEFT)S:\PROJECTS\489300\489301\
PW\PLOT DRAWINGS\MCCLELLAN PHASE II\489301IP01.DWG1 INCH = 20
FEET 4020100UU CA: 811EDR DNUO R GNULLAC ECIVRES LAE
GIDTSA ROBFE ER O Y 489301IP01 PROPOSED PLANT PALETTE BOTANICAL
NAME COMMON NAME
MINIMUM CONTAINER SIZE HxW CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO
FURNISH AND INSTALL PLANT
MATERIAL AS DESCRIBED.UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, STRUCTURAL IMPROVEMENTS AND HARDSCAPE SHALL BE
INSTALLED PRIOR TO PLANTING OPERATIONS.PLANT LIST ON THE DRAWINGS SHALL BE
USED AS A GUIDE ONLY. CONTRACTOR SHALL TAKEOFF AND VERIFY SIZES
AND QUANTITIES BY PLAN CHECK.FERTILIZERS, ORGANIC AMENDMENT, AND SOIL CONDITIONERS SHALL
365
370
380
53+00 54+00 55+00 55+25
1.42%
0.42%0.84%
1.73%-2.45%
2.13%TC 369.
9452+50.16 ~ GBTC
369.1852+81.16 ~
GBTC 368.
0953+32.
44 ~ GBTC
369.
2354+
12.55 ~
GBTC 370.1054+62.86 ~ GBTC 370.
3154+87.
62 ~ GBTC 370.4455+18.66 ~
GB7&55+18.66 ~ CONF1.
42%0.
42%0.84%1.73%-
2.45%
2.13%2.36%3.22%
PG OG SHEET KEYNOTES 1.REMOVE
EXIST TREE (
SEE NOTE 30,SHEET NT01)2.
REMOVE EXIST CURB AND GUTTER
3.REMOVE EXIST CONCRETE SIDEWALK/DRIVEWAY/
WALKWAY 4.REMOVE
EXIST ASPHALT CONCRETE DRIVEWAY/ WALKWAY 5.
REMOVE EXIST WOOD FENCE
IN CONFLICT WITH WORK (SEE
NOTE 33,SHEET
NT01)6.CLEAR AND GRUB
EXIST VEGETATION 7.REMOVE EXIST
VALLEY GUTTER 8.REMOVE EXIST ASPHALT CONC
DIKE 9.NOT USED 10.REMOVE
EXIST STORM
DRAIN INLET 11.REMOVE EXIST PAVERS
12.REMOVE EXIST WOODEN HEADERS 13.
NOT USED 14.REMOVE EXIST ROADSIDE
SIGN 15.REMOVE EXIST RETAINING WALL 16.
REMOVE EXIST CHAIN LINK
FENCE IN CONFLICT WITH WORK (SEE
NOTE 33,SHEET NT01)
17.PROTECT EXIST UTILITY IN PLACE
18.PROTECT EXIST MAILBOX IN
PLACE 19.PROTECT EXIST TREE IN
PLACE
20.REPLACE THRU THE CURB
DRAIN (SEE DETAIL 17, SHEET
DT02)21.ADJUST CLEANOUT TO GRADE (
SEE DETAIL
6, SHEET DT02)22.ADJUST WATER
METER TO
GRADE SEE DETAIL 2,
SHEET DT01)23.ADJUST UTILITY VAULT TO
GRADE WBO)24.RELOCATE
EXIST WOOD FENCE 25.RELOCATE CHAIN
LINK FENCE 26.RELOCATE MAILBOX (
SEE NOTE 32,SHEET NT01)27.RELOCATE
UTILITY POLE AND GUY WIRES (
WBO)28.RELOCATE
ROADSIDE SIGN 29.ADJUST WATER VALVE
TO GRADE (SEE DETAIL 10,
SHEET DT02)30.RELOCATE WATER METER BOX (WBO)
31.RELOCATE UTILITY BOX (WBO)
32.CONSTRUCT A2-6 CURB
AND GUTTER PER CITY OF CUPERTINO
STANDARD DETAIL 1-16 33.
CONSTRUCT SIDEWALK
PER CITY OF CUPERTINO STANDARD
DETAIL 1-19 34.
CONSTRUCT A1-6 CURB PER
CITY OF CUPERTINO STANDARD DETAIL 1-
16 35.
RELOCATE FIRE HYDRANT (
WBO)36.CONNECT TO EXIST RCP
WITH CONCRETE COLLAR (SEE
DETAIL 5,SHEET
DT02)37.CONSTRUCT RETAINING
WALL (SEE DETAIL 11,
SHEET DT02)38.ADJUST
MANHOLE TO GRADE 39.PROTECT EXISTING
FENCE AND POSTS
IN PLACE GENERAL SHEET NOTES 1.TOP
OF CURB ELEVATIONS AT DRIVEWAYS
AND OTHER DEPRESSED AREAS REPRESENT THEORETICAL
FULL HEIGHT CURB ELEVATION.DEPRESSED CURB
SECTIONS AT DRIVEWAYS SHALL
BE
CONSTRUCTED
0.
45'
BELOW
ELEVATION SHOWN
PER
CITY
STANDARD
DETAIL.
2.
TYPE 1B POLEFORCITY
INSTALLED
RADAR FEEDBACK
SIGN.
13' POLE
SHALL BE PLACED
18" BEHIND FACE
OF CURB
AND
12"
SOUTH
OF RELOCATED PG&E POLE.
0 374 376 378
380 10 20 374
376 378 380
30 BOW = 374.
39 EXISTING RWPROPOSED
TCESAWCUT LINE 21)40
50 4%15.
9%3"
BATTERED CURB SEE DETAIL
BELOW)OG PGAC 1
2 3
4" HMA (
TYPE
A)
ON
8"
AB (CLASS
2)2" AC GRIND AND
VARIABLE
DEPTHOVERLAY
12" FDAC
PLUG
ROADWAY
SECTION LEGEND STRIPING DETAIL 22
PER
CALTRANS STANDARD PLANS A20A -
A24F PAVEMENT MARKING (AS
SHOWN)PER CALTRANS
STANDARD PLANSA20A -
A24F PAVEMENT
DELINEATION LEGEND 22
MARKING 4
DRIVEWAY SECTION SEE SHEET
NT01,
NOTE
18)2"
8"
3"
BOW
CITY
STANDARD
SIDEWALK
5
8" LIP WITH
R = 1
2"4"
CLASS 2
AB 6"
MATCHLINE - "MC5"
52+17
SEE SHEET IP02)SHEET OF REVISIONS
May 2018 IMPROVEMENT PLANS FOR McCLELLAN
ROAD
SIDEWALK
IMPROVEMENTS -
PHASE 2 File:Scale:Proj. Engr:
Checked:
Drawn:
Designed:
Date:JC JCLA
Land Use
Entitlements
Land
Planning Landscape Architecture
Civil Engineering
Utililty
Design Land Surveying
Stormwater Compliance 1570
Oakland Road (408) 487-2200 San Jose,
CA95131
HMHca.
com REENIGNEL A
NOISSEFORPDERETSIGER CA L I F O
R NIAFO E T ATS V I
LIC No.82825 14
LAJune15,
2018
2015-
19
PLAN
SCALE: 1" =
20'
MC5" TC
PROFILE
SCALE:
1" = 20' H; 1" =
5' V IP03
11MATCHLINE - "MC5"
52+
SHEET KEYNOTES
1.REMOVE EXIST TREE (SEE NOTE 30,
SHEET NT01)
2.REMOVE EXIST CURB AND GUTTER
3.REMOVE EXIST CONCRETE SIDEWALK/
DRIVEWAY/ WALKWAY
4.REMOVE EXIST ASPHALT CONCRETE
DRIVEWAY/ WALKWAY
5.REMOVE EXIST WOOD FENCE IN
CONFLICT WITH WORK (SEE NOTE 33,
SHEET NT01)
6.CLEAR AND GRUB EXIST VEGETATION
7.REMOVE EXIST VALLEY GUTTER
8.REMOVE EXIST ASPHALT CONC DIKE
9.NOT USED
10.REMOVE EXIST STORM DRAIN INLET
AND PIPE
11.REMOVE EXIST PAVERS
12.REMOVE EXIST WOODEN HEADERS
13.NOT USED
14.REMOVE EXIST ROADSIDE SIGN
15.REMOVE EXIST RETAINING WALL
16.REMOVE EXIST CHAIN LINK FENCE IN
CONFLICT WITH WORK (SEE NOTE 33,
SHEET NT01)
17.PROTECT EXIST UTILITY IN PLACE
18.PROTECT EXIST MAILBOX IN PLACE
19.PROTECT EXIST TREE IN PLACE
20.REPLACE THRU THE CURB DRAIN (SEE
DETAIL 17, SHEET DT02)
21.ADJUST CLEANOUT TO GRADE (SEE
DETAIL 6, SHEET DT02)
22.ADJUST WATER METER TO GRADE
SEE DETAIL 2, SHEET DT01)
23.ADJUST UTILITY VAULT TO GRADE
WBO)
24.RELOCATE EXIST WOOD FENCE
25.RELOCATE CHAIN LINK FENCE
26.RELOCATE MAILBOX (SEE NOTE 32,
SHEET NT01)
27.RELOCATE UTILITY POLE AND GUY
WIRES (WBO)
28.RELOCATE ROADSIDE SIGN
29.ADJUST WATER VALVE TO GRADE (SEE
DETAIL 10, SHEET DT02)
30.RELOCATE WATER METER BOX (WBO)
31.RELOCATE UTILITY BOX (WBO)
32.CONSTRUCT A2-6 CURB AND GUTTER
PER CITY OF CUPERTINO STANDARD
DETAIL 1-16
33.CONSTRUCT SIDEWALK PER CITY OF
CUPERTINO STANDARD DETAIL 1-19
34.CONSTRUCT A1-6 CURB PER CITY OF
CUPERTINO STANDARD DETAIL 1-16
35.RELOCATE FIRE HYDRANT (WBO)
36.CONNECT TO EXIST RCP WITH
CONCRETE COLLAR (SEE DETAIL 5,
SHEET DT02)
37.CONSTRUCT RETAINING WALL (SEE
DETAIL 11, SHEET DT02)
38.ADJUST MANHOLE TO GRADE
39.PROTECT EXISTING FENCE AND POSTS
IN PLACE
GENERAL SHEET NOTES
1.CONTRACTOR SHALL POTHOLE
EXISTING WATERLINE PRIOR TO
CONSTRUCTION OF GRAVITY
RETAINING WALL TO DETERMINE IF
IN CONFLICT WITH PROPOSED
IMPROVEMENTS. CONTRACTOR
SHALL NOTIFY THE ENGINEER
IMMEDIATELY IF A CONFLICT IS
IDENTIFIED.
PROJECT CONTINUED AT
McCLELLAN RD AND MADRID RD
SEE BELOW)
SHEET OFREVISIONS
May 2018
IMPROVEMENT PLANS FOR
McCLELLAN ROAD
SIDEWALK IMPROVEMENTS - PHASE 2
File:
Scale:
Proj. Engr:
Checked:
Drawn:
Designed:
Date:
JC
JC
LA
Land Use Entitlements
Land Planning
Landscape Architecture
Civil Engineering
Utililty Design
Land Surveying
Stormwater Compliance
1570 Oakland Road (408) 487-2200
San Jose, CA 95131 HMHca.com
REENIGNEL
A
NOISSEFORPDERETSIGER
CA L I F O R
NIAFO
E
T
ATS V ILIC
No.82825
14
LA
June 15, 2018
2015-19
UT01
1" = 20'
12
PLAN
SCALE: 1" = 20'
MATCHLINE
SEE SHEET UT02 S:\
PROJECTS\489300\489301\PW\
PLOT
DRAWINGS\MCCLELLAN
PHASE
II\489301UT01.
DWG1
INCH =
20
FEET 4020100UU CA:
811EDR
SHEET KEYNOTES
1.REMOVE EXIST TREE (SEE NOTE 30,
SHEET NT01)
2.REMOVE EXIST CURB AND GUTTER
3.REMOVE EXIST CONCRETE SIDEWALK/
DRIVEWAY/ WALKWAY
4.REMOVE EXIST ASPHALT CONCRETE
DRIVEWAY/ WALKWAY
5.REMOVE EXIST WOOD FENCE IN
CONFLICT WITH WORK (SEE NOTE 33,
SHEET NT01)
6.CLEAR AND GRUB EXIST VEGETATION
7.REMOVE EXIST VALLEY GUTTER
8.REMOVE EXIST ASPHALT CONC DIKE
9.NOT USED
10.REMOVE EXIST STORM DRAIN INLET
AND PIPE
11.REMOVE EXIST PAVERS
12.REMOVE EXIST WOODEN HEADERS
13.NOT USED
14.REMOVE EXIST ROADSIDE SIGN
15.REMOVE EXIST RETAINING WALL
16.REMOVE EXIST CHAIN LINK FENCE IN
CONFLICT WITH WORK (SEE NOTE 33,
SHEET NT01)
17.PROTECT EXIST UTILITY IN PLACE
18.PROTECT EXIST MAILBOX IN PLACE
19.PROTECT EXIST TREE IN PLACE
20.REPLACE THRU THE CURB DRAIN (SEE
DETAIL 17, SHEET DT02)
21.ADJUST CLEANOUT TO GRADE (SEE
DETAIL 6, SHEET DT02)
22.ADJUST WATER METER TO GRADE
SEE DETAIL 2, SHEET DT01)
23.ADJUST UTILITY VAULT TO GRADE
WBO)
24.RELOCATE EXIST WOOD FENCE
25.RELOCATE CHAIN LINK FENCE
26.RELOCATE MAILBOX (SEE NOTE 32,
SHEET NT01)
27.RELOCATE UTILITY POLE AND GUY
WIRES (WBO)
28.RELOCATE ROADSIDE SIGN
29.ADJUST WATER VALVE TO GRADE (SEE
DETAIL 10, SHEET DT02)
30.RELOCATE WATER METER BOX (WBO)
31.RELOCATE UTILITY BOX (WBO)
32.CONSTRUCT A2-6 CURB AND GUTTER
PER CITY OF CUPERTINO STANDARD
DETAIL 1-16
33.CONSTRUCT SIDEWALK PER CITY OF
CUPERTINO STANDARD DETAIL 1-19
34.CONSTRUCT A1-6 CURB PER CITY OF
CUPERTINO STANDARD DETAIL 1-16
35.RELOCATE FIRE HYDRANT (WBO)
36.CONNECT TO EXIST RCP WITH
CONCRETE COLLAR (SEE DETAIL 5,
SHEET DT02)
37.CONSTRUCT RETAINING WALL (SEE
DETAIL 11, SHEET DT02)
38.ADJUST MANHOLE TO GRADE
39.PROTECT EXISTING FENCE AND POSTS
IN PLACE
GENERAL SHEET NOTES
1.CONTRACTOR SHALL POTHOLE
EXISTING WATERLINE PRIOR TO
CONSTRUCTION OF GRAVITY
RETAINING WALL TO DETERMINE IF
IN CONFLICT WITH PROPOSED
IMPROVEMENTS. CONTRACTOR
SHALL NOTIFY THE ENGINEER
IMMEDIATELY IF A CONFLICT IS
IDENTIFIED.
SHEET OFREVISIONS
May 2018
IMPROVEMENT PLANS FOR
McCLELLAN ROAD
SIDEWALK IMPROVEMENTS - PHASE 2
File:
Scale:
Proj. Engr:
Checked:
Drawn:
Designed:
Date:
JC
JC
LA
Land Use Entitlements
Land Planning
Landscape Architecture
Civil Engineering
Utililty Design
Land Surveying
Stormwater Compliance
1570 Oakland Road (408) 487-2200
San Jose, CA 95131 HMHca.com
REENIGNEL
A
NOISSEFORPDERETSIGER
CA L I F O R
NIAFO
E
T
ATS V ILIC
No.82825
14
LA
June 15, 2018
2015-19
UT0213MATCHLINE(SEE SHEET UT01)MATCHLINE - "
MC5" 52+
17(SEE BELOW)MATCHLINE - "
MC5" 52+17SEE
ABOVE)
S:\
PROJECTS\489300\
489301\
PW\PLOT
DRAWINGS\
MCCLELLAN
PHASE
II\489301UT01.DWG1
INCH =
20 FEET 4020100UU
CA: 811EDR
DNUO
