HomeMy WebLinkAboutWilliam Kirchnavy Construction Inc; 1987-02-23; 3161Kind of Coverage
Workers
Compensation* *
g* Expiration Dote Policy Number ** Unless otherwise indicated, this policy affords full coverage under tt
1 Compensation lows of a11 states (except states where coverage can be provic
State Funds, and Conada) and as designated in the policy and endorsemenk f 2 11/1/87 2017 O0 054783 (Employers Liability).
2021 00 054/83 Comprehensive General Liability -. ..-
Special Multi-Peril or Trodemark (Section II only)
Roduas - Completed Operations:
Contractual - All Written Contrack: @%eluded 0 Not Covered
B'lfncluded 0 Excluded
Owners', Landlords'
and Tenants' Liability
Contractual Liability -
Designated Contracts -
Only
L ii/L/t5/ LUZ/ uz U3418j Automobile Liability
EA11 Owned Autos L-/ mired and Noniwned Autos
C1 Specified Autos Only
Umbrella 2 11/1/87 2027 03 054783 Liability
Special Provisions/Locations/Specified Autos: Job : Cynthia Lane
Limits of Liability
Property Dan Bodily Injury
$ Each Occurrence $
8 Aggregate $
single Limit $ 1 9 uuu 9 uuu Each Cccurrena
$ 1,000,000 Aggregot<
$ Eoch Occurrence $
$
$ Eoch Occurrence $
$
Each Occurrence
$ Aggregate
Single Limit $
Per Person $
$ Per Accident $
Single Limit $ 1, 000 3 000 Per Accident
$
$
$ Retention
3 , 000 , 000 Each Occurrence
3 , 0~0,~o~ Aggregate Produck - Comple
CITY OF CARLSBAD
CONTRACT NO. 3161
PROPOSAL
City Council
CITY OF CARLSBAD
1200 Elm Avenue
Carlsbad, CA 92008
The Undersigned declares he/she has carefully examined the locatio1
work, read the Notice Inviting Bids, examined the Plans and Specif:
and hereby proposes to furnish all labor, materials, equipment, tri
tion, and services required to do all the work to complete Contract
in accordance with the Plans and Specifications of the City of Car:
the Special Provisions and that he/she will take in full payment tl
following unit prices for each item complete, to wit:
Approximate
Item Article w/Unit Price or Quantity Unit
No. Lump Sum Written In Words & Unit Price
1. Clearing and Grubbing, Mobilization
M,abilization and Traffic Control at
2- ” L4ALL.k- 4 &i&J% h7-d
dollars and &-JJ .f cents !“y,a >To lump sum. Lump Sum I) v -
2. Unclassified Excavation at
\ - -~ ?s dollars - f-
4 7 5 and cents per
cubic yard. 2,440 C.Y.
alt Concrete Pavement at
‘T (-- and - cents per ton. 290 Ton .*3s - dollars
1 -
4. Aggregate Base Material at
dollars
3. w:
&/ and 31 jj cents per ton. 610 Ton !/ 6o_ - 1
c
Approximate
Quantity Unit Item Article w/Unit Price or
No. Lump Sum Written In Words & Unit Price
5. 6" Type 'G' Curb and Gutter at b5 Taw dollars
and jQLz; cents per 5-0 ~ - 946 L.F. foL- - lineal foot. / I/
1 Ea. Td,5kc'?- -
7. Street Lights at c??L b$-<d dollars 1, 4yp" 6 i
:"?7(y)"'?
x 1
,FLLL: Abb&J , Fa &,
and a3-) / J cents per each. 2 Ea.
Fire Hydrant Assembly and A purten-
ances at
77 n
A/LP doliars
and cents per each. 1 Ea.
TLP Y-L 7 c- h LC- dollars and cents per lineal
foot. 426 L.F.
8. 7" LC-' God 4 F -U-P-
L
9. 6" A.C.P. Water Main at fiF-+2+,-
1" Manual Air Release at Adi
kd +f', cents per each. 1 Ea. (& s-0 O2
11. 111 Water Service at F- .J+Pk&
L L '.+.dl 3'A. FduLQ
* b
10.
,& ,I" 4.13 ---,Lt; d llars -
< cents per each. 15 Ea. ,,~-'~~~u~ c
dollars
- and Jmo
12. 8" V C.P. ewer Main TLLb, L dollars / 36 c-13 and 1 /t7/, cents per lineal
foot. 181 L.F. L
13. 6" V.C.P. Sewer Main at
-j$J,J& KULV{ dollars and J -31 ,, cents per lineal
foot. 246 L.F. 3y @E 1
4" Sewer Ma hole at
1 Ea. ~~~oo2- and L klL cents per each.
-
I'LLk. f , , I' , c- /; dollars
14.
_L
Main Cleanout at PC- -4(kh
&*-%i!Tq $ -4. dollar$ 176 7s e: __ and 4dr - cents per each. 1 Ea.
Approximate
Quantity Unit I tem Article w/Unit Price or
No. Lump Sum Written In Words & Unit Price
16. ewer Laterals at
(&dooo ' 43& /q-u dollars
and /32h cents per each. 15 Ea. -
17. Joint (mainb tility Trench
A dollars
/" r cents per lineal 9 e ..f- and ,Tg &
foot. 730 L.F. d
18. Gas LineGnly Trench
/
/? 0 dollars
/ cents per lineal r? -- 4'- and
foot. 75 L.F. -
19. 3" Electrical Conduit at dollars
and 7Li3(!& cents per lineal /$k foot. J 150 L.F. .,' -
20. 2" Electrical Conduit at eh . dollars and / v,, cents per lineal 4 02
2" TelPp
-z foot. 825 L.F.
21. 4" T lephone Conduit at dollars
cents per lineal
3-,
and foot . 1 515 L.F. 4523
cents per lineal /J DL'
-
one Conduit at -' dollars
6
22.
and
foot. 226 L.F. / -
__________________________-_-__-----_--_-____-_--___-___---_----_---
/ /A f
Total amount of bid in words: /!hL r 7- 1 &L--t/ fdC3.L / A Lh 5 -- ;?,,&&,A /Ah ; .=7Yb -4 /
96 L /%! Y c" Total amount of bid in numbers: $
Addendum (a) No(s) Ply - has/have been r and is/are included in this proposal.
+JN*& d ,il
1, * cL ,.A 4 LU .&
Pyp;,i ,? \I
< -6
All bids are to be computed on the basis of the given estimat
quantities of work, as indicated in this proposal, times the un
price as submitted by the bidder. In case of a discrepan1
between words and figures, the words shall prevail. In case I
an error in the extension of a unit price, the correct1
extension shall be calculated and the bids will be computed
indicated above and compared on the basis of the correct
totals.
The Undersigned has checked carefully all of the above figur
and understands that the City will not be responsible for ar
errors or omissions on the part of the Undersigned in making I
this bid.
The Undersigned agrees that in case of default in executing tt
required Contract with necessary bonds and insurance policit
within twenty (20) days from the date of Award of Contract t
City Council of the City of Carlsbad, the proceeds of check c
bond accompanying this bid shall become the property of the Cit
of Carlsbad.
Licensed in accordance with the Statutes of the State a
California providing for the registration of Contractors, Licens
No* 3oabvc
Identification
The Undersigned bidder hereby represents as follows:
7s- - 8 75-33 72 .
1. That no Councilmember, officer, agent, or employee of th
City of Carlsbad is personally interested, directly o
indirectly, in this Contract, or the compensation to b
paid hereunder; that no representation, oral or i
writing, of the City Council, its officers, agents, o
employees has induced him/her to enter into thi
Contract, excepting only those contained in this form o
Contract and the papers made a part hereof by its terms
and
2. That this bid is made without connection with any person
firm, or corporation making a bid for the same work, an
is in all respects fair and without collusion or fraud.
$/~/<il o i CLI
Accompanying this proposal is -
(Cash, Certified Check, 'Bond, or Cashier's Check)
for ten percent (10%) of the amount bid.
c. -
BIDDER'S BOND TO ACCOMPANY PROPOSAL
KNOW ALL PERSONS BY THESE PRESENTS:
That we, Wm. J. KirchnavY, Inc.
Surety, are held and firmly bound unto the City of Carlsbi
California, in an amount as follows: (must be at least percent (10%) of the bid amount)
,
Principal, and llerchants Bonding Company (Nutual) 9
Ten Percent of bid not to exceed Fourteen Thousand Dollars ($14,000.00)
for which payment will and truly made, we bind ourselves, I heirs, executors and administrators, successors or assigi
jointly and severally, firmly by these payments.
THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that if
proposal of the above-bounden principal for:
CYNTHIA LANE ASSESSHENT DISTRICT
CONTRACT NO, 3161
in the City of Carlsbad, is accepted by the City Council of s;
City, and if the above bounden Principal shall duly enter ir
and execute a Contract including required bonds and insurar
policies within twenty (20) days from the date of Award I Contract by the City Council of the City of Carlsbad, being dL
notified of said award, then this obligation shall become nL
and void; otherwise, it shall be and remain in full force i
effect,, and the amount specified herein shall be forfeited to t
said City.
In the event any Principal above named executed this bond as
individual, it is agreed that the death of any such Princip
shall not exonerate the Surety from its obligations under th
bond.
IN WITNESS WHEREOF, we hereunto set our hands and seals thi - day of January 7 , 19 87
Corporate Seal (If Corporation) Wm. J. Rirchnavy, Inc.
Principal
Merchants Bonding Company (Ilutual) & &Ae%7
BY
t
T it le Attornev-in-Fact (Notarial acknowledgement of
(Attach acknowledgement of and SURETY must be attached.
execution by all PRINCIPALS
b
Attorney in Fact) - - - -
-I-
-
State ot California
County of Sari Diego 1 ss
On January 7, 1987
therein, duly comrnlssioned and sworn, personally appeared
I before me, a Notary Public in and for said County and Sta Ronald w - Rasmussen
known to me to be Attorney-ln-Fact of
the corporation descrhed in and that executed the within and foregoing Instrument, and known to me to be the person wt
!he said instrument In behalf of the said corporation. and he duly acknowkdged to me that such corporation executed the
Merchants Bonding Company (Mutual)
IN WITNESS WHEREOF. I h iaal seal, the day and ywr stated in this certificate
iEo L *OL,F ,"l"llNO. L17"O LOS LncCCCS
1
MERCHANTS BONDING COMPANY -MUTUAL-
POWER OF ATM)RNEY
DES MOINES, IOWA
~.pl Ay MCr Oy TLrw w. Um k MERCHANTS BONDING COMRSNY ~Muturli a ci*pman Julv tusa
kdllr YI uf &ma. I.1 lurq ~lr pmpl rlrlirr Y Ik Cuy d 011 MI-. Cuvy id PUL. he tJ k-a. Uh 11 * dm d&8 bhU mw. b- d rPprrr
Iloruld W. Rarmuesen
am Palm Desert ds~irwu) Callfornia 18* UUI’ u*l IJWIUI Atttn*.y-tnl Crl *ry m rur*ma M (* -. pke WJ J*rl. kt up. ELCIUS. rklllnbWyc. Jd Jultrcr In ur kWl& wtrc1y
Any and all bondr and undertakings in ite normal course ol busin
provided no ow bond or undertaking shall exceed the ~um of:
Vivo hundred thourand and no/iQO DOLUS <$5iIO,oOO.G0)
nl (I) &J Ilr MkRR(HANT% WM1“C.i CUMMMNI’ tMulwli iI*.rch JI lull\ JIJ III ihr. WOW C~IS~I 1, 11 uhh hd III
bt#d by cbr W UChd tdirxm d II* MkAl’HANTS HcJ”Dl& 10hlWNI’ Ihlwurll JrJ Jli h! &h tl( unl At cIraldllmyI#ru pwn. K b. nJdd WarWnUl
MI Ir w.nANls WMWW COMHINY thlurul, 71*, Rmrd-Al*m*r I* nu*t Jnrl z%cuud pununt L) d by wh~ntr td ihc Itilitwing By 1-0 dqnd h) thu tkh
AlCflClX 2. SI.Cll(W 1A --“Thu Chimum 01 thr. hunl tu hwkw tu Jn) ii.c I’rcwkni tu hwwn hill 11
Ci*rrgu) thL%**. hdr mJ uar*.~~Lmp rrqtnrrrc*cr. ~~~rtr III inJl‘nuiiiv JIJ dur rriitnp ~I~~~JIIWS -*.-
-) kc +pw* At*UIW!*-W.b~l. u*l 441 ~MruthUIh’ Ikm 111 c\c%uU IYI hhdl til IhL‘ C.IWI~~+. .d allah 11
Ir bk%b bw. MERCllANM WUING CO%IHIvuI ~\~UIIUII ha ~JUU~ thuu puot\ hi tu rlphbt h\ 11, \ILL
Ir urlvr. d k, tu hcmo dlxLJ. lktr 12th J~)~J Jdnuary I\ I)
Alsr. httH(’HAHTS HONJJIMt C Oh1 y7 && BY &&f&f. &d
/$3$2y4 r. U
UI r hvk
SINE Ot: IOWA cwMYffwu( H
bIlr 12th Jly 1% January 19 83 , bultwu Rodney Bliss 111 and William W. Warner
@I nu pnwrll) br wkb kry hy nw July r~wn CtJ ury Ihw by uc Vnc R~Jrcu, EbpCCllVCly til thr hlkl(( HSNl COWINNY tLlwd~. ~hr cucpmtu JrwnkJ in ihr ftwcyiwty tns~~~mrn(. u*l thu its kat anired ir) IL UUI iiw
IbMdhCwb. c- !kd d rh y*I cup**- W M I)w d UlBllUlWIy WL) Sl#llCd d U*w III bhdf d bWd CtwpNUM h)
&-.-. I hvvc )mwu, ri m) hpnd ud aKiacd my Offieid k~. JI the ciiy IJ~ Der httmcb Itwr thL. diy .**v -4, **.* . t. *: ++**2****.r.,* *. 0 * :
:r;@dri :-r: ;
tO%#lr. .... ** STHE (K WWA
t -LWl t li :: *to . * ***.......****G 2 .......... CCKINlYoi:~ Y
1. Rodney Bliss 111, Vice President
d Ih. MERCHAm H(”L>IFKi COMRINY IMuturl). do -by tenlt) thwt tk J~VC JIU~ tl”WM”i. 1’
,xmi ,qy ,J m. wwm (K NT(WI.I’. ZU~UIOII by *uJ MkRCHANlS Hl,Nl)lMa CUMWJdY ‘XkUJd
~r w W~J I brr. hcmur~~ wi my hu~ aa~ iifirc~ tk *AI 04 tht Cdly~ny. 4 Des TO e IA/> -e 41 ta Itmv u*l clkri * 7th A)I@ Anuary IV. 87 fl
L
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DESIGNATION OF SUBCONTRACTORS
The Undersigned certifies he/she has used the subbids of
following listed Contractors in making up his/her bid and tt
the subcontractors listed will be used for the work for wh:
they bid, subject to the approval of the City Engineer, and
accordance with applicable provisions of the specifications.
changes may be made in these subcontractors except upon the pr.
approval of the City Engineer of the City of Carlsbad. .
following information is required for each subcontract(
Additional pages can be attached, if required:
Items of Full Company Complete Address Phone No.
w/Area Coc Work Name -- w/Zip Code --
- I_c -
-
-
-
UI
_I- -
-- -
- PU.
- -- - .--_I--
--
-I -
-1
DESIGNATION OF SUBCONTRACTORS (continued)
The bidder is to provide the following information on the subbi
of all the listed subcontractors as part of the sealed t
submission. Additional pages can be attached, if required.
Type of State Carlsbad Amount
Contracting Business of
Full Company Name License & No. License No.* Bid ($ or %
2 (> .sQbULGc 7 fi:IA,?_ j >
-bD5pc/ I Y s-~GG~ ------- 9263) -
II by?;? (3, C-d c Ec;
-+ a",
e
.- JaPPQl- r,
x/ L? -I -l [3 6 - l?yt~j 65 1% - &+A ,J;p .I 9 21 La
/\ fl&
-- 43, /i s'7 ,I n2 1 Les/i, 9% D'f 0
LO / L v -
A3U/LY/Ts '- '1 L9)2 'L c, I /
- _I_-
- _I_
*Licenses are renewable annually. If no valid licensl
indicate "NONE". Valid license must be obtained prior
submission of signed Contracts.
!Q!b/l s-/ ,Y)-&hq CV\%. CD ' -yo-'
'A 57% Db .sz .d W2b-c
Bidder's Company Name
(Notarize or Corporate Seal) ,5010 i,L-d,
Bidder's Complete Address
L -
BIDDER'S STATEMENT OF FINANCIAL RESPONSIBILITY
The Undersigned submits herewith a notarized or sealed statem(
inancial responsibility.
-
-
_1-- Y---.UI-.uI--
Iy-
I___- - u--uIyu-Iu
I' // .
(Notarize or
Corporate Seal)
-
---
-
--
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-
-
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L -
CONTRACT - PUBLIC WORKS
% This agreement is made this S?* day of
1987, by and between the City of Carlsbad, Califor
municipal corporation, (hereinafter called "City"), and
Wm. J. Kirchnavy Construction Company Inc. -
whose principal place of business is 1010 Linda Vista Drive,
San Marcos, CA 92069
(hereinafter called "Contractor".)
City and Contractor agree as follows:
1. Description of Work. Contractor shall perform all WI
specified in the Contract documents for:
CYNTHIA LANE ASSESSUENT DISTRICT
CONTRACT NO, 3161
( h ere i na f t e r ca 11 e d "p r o j ec t " )
2. Provisions of Labor and Materials. Contractor shall prov:
all labor, materials, tools, equipment, and personnel
perform the work specified by the Contract documents.
3. Contract Documents. The Contract documents consist of tt
Contract; the bid documents, including the Notice to Biddel
Instructions to Bidders' and Contractors' Proposals; t
Plans and Specifications, and all proper amendments i
changes made thereto in accordance with this Contract or t
Plans and Specifications, and the bonds for the project; a
of which are incorporated herein by this reference.
?$%& under this Contract, City shall make payment
Contractor the total amount of $126,407. per Section
3.2 of Standard Specifications for Public Works Constructio
1985 Edition. The closure date for each monthly invoice wi
be the 30th of each month. Partial payments will
disbursed monthly for the previous month's invoices accordi
to the following schedule for 1986:
4. Pa ment As full compensation for Contractor's performan
u__
January 17 May 16 September 19
February 21 June 20 October 17
March 21 July 18 November 21
April 18 August 15 December 19
Invoices from the contractor shall be submitted according
the required City format to the City's assigned proje
Q
-1
manager no later than the first Friday of the month.
payments will be made at any time other than tho
scheduled.
Payment of undisputed Contract amounts shall be continge
upon Contractor furnishing City with a release of all clai
against City arising by virtue of this Contract as it relat
to those amounts.
Extra compensation equal to 50 percent of the net savings IT
be paid to Contractor for cost reduction changes in the pla
or specifications made pursuant to a proposal by Contract0
The net savings shall be determined by City. No payme
shall be made unless the change is approved by the City.
5. Independent Investiqation. Contractor has made
independent investigation of the jobsite, the soil conditio
under the jobsite, and all other conditions that might affe
the progress of the work, and is aware of those condition
The Contract price includes payment for all work that may
done by Contractor in order to overcome unanticipat
underground conditions. Any information that may have be
furnished to Contractor by City about underground conditio
or other job conditions is for Contractor's convenience on1
and City does not warrant that the conditions are as th
indicated. Contractor is satisfied with all job condition
including underground conditions and has not relied
information furnished by City.
6. Contractor Responsible for Unforeseen Conditions. Contract
shall be responsible for all loss or damage arising out
the nature of the work or from the action of the elements
from any unforeseen difficulties which may arise or
encountered in the prosecution of the work until i
acceptance by the City. Contractor shall also be responsib
for expenses incurred in the suspension or discontinuance
the work. However, Contractor shall not be responsible f
reasonable delays in the completion of the work caused
acts of God, stormy weather, extra work, or matters which t
specifications expressly stipulate will be borne by City.
7. Chanqe Orders. City may, without affecting the validity
this Contract, order changes, modifications, deletions, a
extra work by issuance of written change orders. Contract
shall make no change in the work without the issuance of
written change order, and Contractor shall not be entitled
compensation for any extra work performed unless the City h
issued a written change order designating in advance t
amount of additional compensation to be paid for the wor
If a change order deletes any work, the Contract price sha
be reduced by a fair and reasonable amount. If the parti
are unable to agree on the amount of reduction, the wo
shall nevertheless proceed and the amount shall be deterrnin
L -
by arbitration or litigation. The only person authorized
order changes or extra work is the City Engineer. Howevt no change or extra work order in excess of $5,000.00 shall
effective unless approved by the City Council.
8. Prevailinq Wage. Pursuant to the Labor Code of the State
California, the City Council has ascertained the gene'
prevailing rates of per diem wages for each craft or type
worker needed to execute the Contract and a schedl
containing such information is in the City Clerk's offil
and is incorporated by reference herein. Pursuant to La!
Code Section 1775, Contractor shall pay prevailing wag1
Contractor shall post copies of all applicable prevail
wages on the job site.
9. Indemnity. Contractor shall assume the defense of
indemnify and hold harmless the City, and its officers
employees, from all claims, loss, damage, injury
liability of every kind, nature and description, directly
indirectly arising from or in connection with the performal
of the Contract or work; or from any failure or allec
failure of Contractor to comply with any applicable 1(
rules or regulations including those relating to safety
health; except for loss or damage which was caused solely
the active negligence of the City; and from any and
claims, loss, damage, injury and liability, howsoever same may be caused, resulting directly or indirectly from nature of the work covered by the Contract, unless the 11
or damage was caused solely by the active negligence of
City. The expenses of defense include all costs
expenses, including attorneys fees for litigatic
arbitration, or other dispute resolution method.
IO. Insurance. Without limiting contractor's indemnification,
is agreed that contractor shall maintain in force at
times during the performance of this agreement a policy
policies of insurance covering its operations and insurai covering the liability stated in Paragraph 9. The policy
policies shall comply with the special insurance instructil
attached to the bid documents and shall contain the follow clauses:
Contractor's liability insurance policies shall contain
following clauses:
A. "The City is added as an additional insured as respel
operations of the named insured performed under contr
with the City."
B. "It is agreed that any insurance maintained by the C
shall apply in excess of and not contribute wi
insurance provided by this policy."
-
All insurance policies required by this paragraph sh
contain the following clause:
A. "This insurance shall not be cancelled, limited or n
renewed until after thirty days written notice has b
given to the City.''
Certificates of insurance evidencing the coverages requi
by the clauses set forth above shall be filed with the C
prior to the effective date of this agreement.
11. Workers' Compensation. Contractor shall comply with
requirements of Section 3700 of the California Labor Co
Contractor shall also assume the defense and indemnify
save harmless the City and its officers and employees f
all claims, loss, damage, injury, and liability of ev
kind, nature, and description brought by any person emplo
or used by Contractor to perform any work under this Contr
regardless of responsibility for negligence.
12. Proof of Insurance. Contractor shall submit to the C:
certification of the policies mentioned in Paragraphs 10 t I? or proof of workers' compensation self-insurance prior
the start of any work pursuant to this Contract.
13. Arbitration. Any controversy or claim in any amount up
$100,000 arising out of or relating to this Contract or 1
breach thereof may, at the option of City, be settled arbitration in accordance with the construction indusi
rules of the American Arbitration Association and judgmt upon the award rendered by the arbitrator(s) may be entei
in any California court having jurisdiction thereof. .
award of the arbitrator(s) shall be supported by law c
substantial evidence as provided by the California Code
Civil Procedure, Section 1296.
14. Maintenance of Records. Contractor shall maintain and mz
available to the City, upon request, records in accordar
with Sections 1776 and 1812 of Part 7, Chapter 1, Article
of the California Labor Code. If the Contractor does r
maintain the records at Contractor's principal place
business as specified above, Contractor shall so inform t
City by certified letter accompanying the return of tt-
Contract. Contractor shall notify the City by certifi
mail of any change of address of such records.
15. Labor Code Provisions. The provisions of Part 7, Chapter
commencing with Section 1720 of the California Labor Co are incorporated herein by reference.
16. Security. Pursuant to the requirements of law (Governeme
Code Section 4590) appropriate securities may be substitut
-
for any monies withheld by City to secure performance
this Contract or any obligation established by ti
Contract.
17. Additional Provisions. Any additional provisions of tl agreement are set forth in the "General Provisions"
"Special Provisons" attached hereto and made a part hereo
/' ,: $'! y<. ~ i,*\\ L,b - !. k .&* ..A - ; &%=" ji &.,.L I9
/*> Contractor
(Seal -1
(Notarial acknowledgement of
execution by ALL PRINCIPALS
must be attached.) - -
BY
Title
ROVED AS TO FORM:
JLd-L 9 2 a-2o.y&.
Assistant City Attorney
and above
)> J4&
City Manager, for Contracts
less than $10,000
ATTEST:
Contractor's Certification of Awareness of Workers' Compensat
Responsibility.
('1 am aware of the provisions of Section 3700 of the Labor CI
which requires every employer to be insured against liability
workers' compensation or to undertake self-insurance
accordance with the provisions of that code, and I will comi
with such provisions before commencing the performance of
work of this Contract.''
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CERTIFICATION OF COMPLIANCE
I hereby certify that
in performing under the Purchase Order awarded by the City
Carlsbad, will comply with the County of San Diego Affirmat
Action Program adopted by the Board of Supervisors, including <
current amendments.
G '; ,d .. /'.: I>
L &I
Date
- (NOTARIZE OR CORPORATE SEAL)
Title
(Notarial acknowledgement of execution by all principals must I
attached.)
-
SPECIAL INSURANCE INSTRUCTIONS FOR CONTRACTORS
Contractor shall procure and maintain for the duration of i
contract insurance against claims for injuries to persons
damages to property which may arise from or in connection w:
the performance of the work hereunder by the Contractor, t
agents, representatives, employees, or subcontractors. If 1
insurance is on a "claims made" basis, coverage shall be mai
tained for a period of three years from the date of completion
the work. The cost of such insurance shall be included
Contractor's bid. The insurance company or companies shall me
the requirements of City Council Resolution No. 8108.
A. Minimun Scope of Insurance
Coverage shall be at least as broad as:
1. Insurance Services Office form number GL 0002 (Ed.l/;
covering Comprehensive General Liability; and Ensurar
Services Office form number GL 0404 covering Broad Fc
Comprehensive General Liability; and
2. Insurance Services Office form number CA 0001 (Ed.1/7
covering Automobile Liability, code 1 "any auto"; and
3. Workers' Compensation as required by the Labor Code
the State of California and Employers' Liabili
insurance.
B. Minimum Limits of Insurance
Contractor shall maintain limits no less than:
1. Comprehensive General Liability: $1,000,000 combin
single limit per occurrence for bodily injury a
property damage. If the policy has an aggregate limit
separate aggregate in the amounts specified shall
established for the risks for which the City or i
agents, officers or employees are additional insured.
2. Automobile Liability: $1,000,000 combined single lim
per accident for bodily injury and property damage.
3. Worker's Compensation and Employers' Liability: Worke
compensation limits as required by the Labor Code of t
State of California and Employers' Liability limits
$1,000,000 per accident.
C. Deductibles and Self-Insured Retentions
Any deductibles or self-insured retentions must be declari
to and approved by the City. At the option of the Cit:
either: the insurer shall reduce or eliminate su(
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deductibles or self-insured retentions as respects the Ci
its officials and employees; or the Contractor shall proc a bond guaranteeing payment of losses and rela
investigation, claim administration and defense expenses.
D. Other Insurance Provisions
The policies are to contain, or be endorsed to contain,
following provisions:
1. General Liability and Automobile Liability Coverages:
a. The City, its officials, employees and volunte
are to be covered as insured as respects: liabil
arising out of activities performed by or on beh
of the Contractor; products and completed operati
of the Contractor; premises owned, leased or used
the Contractor; or automobiles owned, leased hi
or borrowed by the Contractor. The coverage sh
contain no special limitations on the scope
protection afforded to the City, its officia
employees or volunteers.
b. The Contractor's insurance coverage shall be prim;
insurance as respects the City, its officia
employees and volunteers. Any insurance or se.
insurance maintained by the City, its offici;
employees or volunteers shall be excess
Contractor's insurance and shall not contribute w.
it.
C. Any failure to comply with reporting provisions
the policies shall not affect coverage provided
the City, its officials, employees or volunteers.
d. Coverage shall state that Contractor's insurar
shall apply separately to each insured against wl-
claim is made or suit is brought, except wi
respect to the limits of the insurer's liability.
2. Workers' Compensation and Employers' Liability Coverac:
The insurer shall agree to waive all rights
subrogation against the City, its officials, employe
and volunteers for losses arising from work performed
Contractor for the City.
3. All Coverages
Each insurance policy required by this clause shall
endorsed to state that coverage shall not be suspende voided, cancelled, reduced in coverage or in limi
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except after thirty (30) days' prior written notice
certified mail, return receipt requested, has been gi to the City.
E. Acceptability of Insurers
Insurance is to be placed with insurers with a Bests' rat.
of no less than A:XI unless otherwise authorized by C.
Council Resolution No. 8108.
F. Verification of Coveraqe
Contractor shall furnish the City with certificates
insurance and with original endorsements affecting cover;
required by this clause. The certificates and endorsemei
for each insurance policy are to be signed by a per!
authorized by that insurer to bind coverage on its beha.
The certificates and endorsements are to be in forms provic
by the City and are to be received and approved by the C
before work commences,
G. Subcontractors
Contractor shall include all subcontractors as insureds unc
its policies or shall furnish separate certificates i
endorsements for each subcontractor. All coverages 1 subcontractors shall be subject to all of the requiremer
stated herein.
6
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GENERAL PROVISIONS
1. PLANS AND SPECIFICATIONS
The specifications for the work shall consist of the late
edition of the Standard Specifications for Public Wor
Construction, hereinafter designated SSPWC, as issued by i
Southern Chapters of the American Public Works Associatic
the City of Carlsbad supplement to the SSPWC, the Contrz
documents, and the General and Special Provisions attach
thereto.
The Construction Plans consist of two (2) sheet(s) designat
as City of Carlsbad Drawing No. 271-6 and the attach
utility system design sheets from SDG&E, Pacific Bell a
Cablevision companies. The standard drawings utilized f
this project are the San Diego Area Regional Standa
Drawings, hereinafter designated SDRS, as issued by the S
Diego County Department of Transportation, together with t
City of Carlsbad Supplemental Standard Drawings. Copies
pertinent standard drawings are enclosed with the
documents.
The reflective pavement marker installation work includ
herein shall be performed in accordance with the State
California business and Transportation Agency Department
Transportation Standard Specifications dated July, 1984 a
the Standard Plans dated July, 1984 (hereinafter referred
as 'State' or 'Caltrans' Standard Plans and Specification
and in accordance with these special provisions,
2. WORK TO BE DONE
The work to be done shall consist of furnishing all labo
equipment and materials, and performing all operatio
necessary to complete the project work as shown on t
project plans and as specified in the specifications.
3. DEFINITIONS AND INTENT
A. Engineer:
The word "Engineer" shall mean the City Engineer or h
approved representative.
B. Reference to Drawings:
Where words *'shown1', "indicated", "detailed1', "noted
"scheduled", or words of similar import are used,
shall be understood that reference is made to the pla
accompanying these provisions, unless stated otherwise.
-
C. Directions:
Where words "directed", "designated", "selected",
words of similar import are used, it shall be underst
that the direction, designation or selection of
Engineer is intended, unless stated otherwise. The w
"required" and words of similar import shall understood to mean "as required to properly complete
work as required and as approved by the City Enginee
unless stated otherwise,
D. Equals and Approvals:
Where the words "equal", "approved equal", "equivaler and such words of similar import are used, it shall
understood such words are followed by the expression '
the opinion of the Engineer", unless otherwise statt
Where the words "approved", "approval", "acceptance",
words of similar import are used, it shall be understc that the approval, acceptance, or similar import of 1
Engineer is intended.
E. Perform and Provide:
The word "perform" shall be understood to mean that '
Contractor, at her/his expense, shall perform i
operations, labor, tools and equipment, and furthe
including the furnishing and installing of materials tt- are indicated, specified, or required to mean that t
Contractor, at her/his expense, shall furnish and instc
the work, complete in place and ready to use, includi
furnishing of necessary labor, materials, tool
equipment, and transportation.
4. CODES AND STANDARDS
Standard Specifications incorporated in the requirements
the specifications by reference shall be those of the late
edition at the time of receiving bids. It shall
understood that the manufacturers or producers of materic
so required either have such specifications available !
reference or are fully familiar with their requirements
pertaining to their product or material.
5, CONSTRUCTION SCHEDULE
A construction schedule is to be submitted by the Contract
per Section 6-1 of the SSPWC at the time of t
preconstruction conference. No changes shall be made to t
construction schedule without the prior written approval
the City Engineer.
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Any progress payments made after the scheduled complet
date shall not constitute a waiver of this paragraph or
damages.
Coordination with the respective utility company for rem0
or relocation of conflicting utilities shall be requireme
prior to commencement of work by the Contractor.
The Contractor shall begin work within 15 calendar days af
being duly notified by an issuance of a "Notice to Proce
and shall diligently prosecute the work to completion wit
50 consecutive calendar days. If the completion date is
met the contractor will be assessed the sum of $500.00
day for each day beyond the completion date as liquida
damages for the delay. Any progress payments made after
specified completion date shall not constitute a waiver
this paragraph or of any damages.
6 . NONCONFORMING WORK
The Contractor shall remove and replace any work I
conforming to the plans or specifications upon written or1
by the City Engineer. Any cost caused by reason of tl
nonconforming work shall be borne by the Contractor.
7. GUARANTEE
All work shall be guaranteed for one (1) year after
filing of a "Notice of Completion" and any faulty work
materials discovered during the guarantee period shall
repaired or replaced by the Contractor.
8. MANUFACTURER'S INSTRUCTIONS
Where installation of work is required in accordance with t
product manufacturer's directions, the Contractor shz
obtain and distribute the necessary copies of SL
instructions, including two (2) copies to the City Engineer
9. SOUND CONTROL REQUIREMENTS
The Contractor shall comply with all local sound control i
noise level rules, regulations and ordinances which apply
any work performed purusant to the contract.
All internal combustion engines used in the constructi
shall be equipped with mufflers in good repair when in use
the project with special attention to City Noise Contr
Ordinance No. 3109, Carlsbad Municipal Code, Chapter 8.48.
Said noise level requirement shall apply to all equipment
the job or related to the job, including but not limited
-
trucks, transit mixers or transient equipment that may or
not be owned by the Contractor. The use of loud so
signals shall be avoided in favor of light warnings exc
those required by safety laws for the protection
personnel.
Full compensation for conforming to the requirements of t,
section shall be considered as included in the prices p
for the various contract items of work involved and
additional compensation will be allowed therefor.
10. CITY INSPECTORS
All work shall be under the observation of a C
Construction Inspector. Inspectors shall have free access
any or all parts of work at any time. Contractor sh
furnish Inspectors with such information as may be necess
to keep her/him fully informed regarding progress and man of work and character of materials. Inspection of work sh
not relieve Contractor from any obligation to fulfill tl
Contract.
11. PROVISIONS REQUIRED BY LAW DEEMED INSERTED
Each and every provision of law and clause required by
to be inserted in this Contract shall be deemed to
inserted herein and the Contract shall be read and enforc
as though it were included herein, and if, through mist;
or otherwise, any such provision is not inserted, or is I
correctly inserted, then upon application of either pal
the Contract shall forthwith be physically amended to m;
such insertion or correction.
12. INTENT OF CONTRACT DOCUMENTS
The Contractor, her/his subcontractors, and materiE
suppliers shall provide and install the work as indicate
specified, and implied by the Contract documents, Any ite
of work not indicated or specified, but which are essenti
to the completion of the work, shall be provided at t
Contractor's expense to fulfill the intent of si
documents. In all instances throughout the life of t
Contract, the City will be the interpreter of the intent
the Contract documents, and the City's decision relative
said intent will be final and binding. Failure of t
Contractor to apprise her/his subcontractors and materia
suppliers of this condition of the Contract will not relie
her/him of the responsibility of compliance.
13. SUBSTITUTION OF MATERIALS
The Proposal of the Bidder shall be in strict conformi
-
with the drawings, specifications, and based upon the it
indicated or specified. The Contractor may offe substitution for any material, apparatus, equipment,
process indicated or specified by patent or propriet
names or by names of manufacturer which she/he consid
equal in every respect to those indicated or specified.
offer made in writing, shall include proof of the State F
Marshal's approval (if required), all necessary informati
specifications, and data. If required, the Contractor,
her/his own expense, shall have the proposed substitu
material, apparatus, equipment, or process tested as to
quality and strength, its physical, chemical, or ot
characteristics, and its durability, finish, or efficie
by a testing laboratory as selected by the City. If
substitute offered is not deemed to be equal to that
indicated or specified, then the Contractor shall furni erect, or install the material, apparatus, equipment,
process indicated or specified. Such substitution proposals shall be made prior to beginning of constructi
if possible, but in no case less than ten (IO) days prior
actual installation.
14. RECORD DRAWINGS
The Contractor shall provide and keep up to date a compl
"as-built" record set of transparent sepias, which shall
corrected daily and show every change from the origi
drawings and specificat ions and the exact "as-bui
locations, sizes and kinds of equipment, underground pipi
valves, and all other work not visible at surface gra Prints for this purpose may be obtained from the City
cost. This set of drawings shall be kept on the job
shall be used only as a record set and shall be delivered
the Engineer on completion of the work.
15. PERMITS
The general construction, electrical, and plumbing perm.
will be issued by the City of Carlsbad at no charge to '
Contractor. The Contractor is responsible for all ott
required licenses and fees.
16. QUANTITIES IN THE SCHEDULE
The quantities given in the schedule, for unit price iter
are for comparing bids and may vary from the actual fii
quantities. Some quantities may be increased and others I
be decreased or entirely eliminated. No claim shall be rn<
against the City for damage occasioned thereby or for 11
of anticipated profits, the Contractor being entitled 01
to compensation for the actual work done at the unit prii
bid.
-
The City reserves and shall have the right, when confronl
with unpredicted conditions, unforeseen events,
emergencies to increase or decrease the quantities of WI
to be performed under a scheduled unit price item or
entirely omit the performance thereof, and upon the decis
of the City to do so, the City Engineer will direct
Contractor to proceed with the said work as so modified.
an increase in the quantity of work so ordered should res1
in a delay to the work, the Contractor will be given
equivalent extension of time.
17. SAFETY & PROTECTION OF WORKERS AND PUBLIC
The Contractor shall take all necessary precautions for
safety of employees on the work and shall comply with
applicable provisions of Federal, State and Municipal saf
laws and building codes to prevent accidents or injury
persons on, about, or adjacent to the premises where
work is being performed. He/she shall erect and prope
maintain at all times, as required by the conditions
progress of the work, all necessary safeguards for protection of workers and public, and shall post dan
signs warning against hazards created by such features
construction as protruding nails, hoists, well holes, falling materials.
18. SURVEYING
Contractor shall employ a licensed land surveyor
registered civil engineer to perform necessary surveying this project. Requirements of the Contractor pertaining
this item are set forth in Section 2-9.5 of the SSP
Contractor shall include cost of surveying service wit
appropriate items of proposal. No separate payment will
made
19. UTILITIES
Utilities for the purpose of these specifications shall
considered as including, but not limited to pipe lir
conduits, transmission lines, and appurtenances of "Put Utilitiesq1 (as defined in the Public Utilities Act of
State of California) or individualy solely for their own
or for use of their tenants, and storm drains, sanit sewers, and street lighting. The City of Carlsbad
affected utility companies have, by a search of kr
records, endeavored to locate and indicate on the Plans
utilities which exist within the limits of the w(
However, the accuracy or completeness of the utilit
indicated on the Plans is not guaranteed. Ser\
connections to adjacent property may or may not be showr
the plans. It shall be the responsibility of the Contra(
-3
to determine the exact location and elevation of a
utilities and their service connections. The Contract
shall make his/her own investigation as to the locatio
type, kind of material, age and condition of existi
utilities and their appurtenances and service connectio
which may be affected by the contract work, and in additi
he/she shall notify the City as to any utilit
appurtenances, and service connections located which ha
been incorrectly shown on or omitted from the plans.
The Contractor shallL notify the owners of all utilities
least 48 hours in advance of excavating around any of I
structures. At the completion of the contract work, t
Contractor shall leave all utilities and appurtenances ir
condition satisfactory to the owners and the City. In 1
event of damage to any utility, the Contractor shall not: the owners of the utility immediately. It is I
responsibility of the Contractor to compensate for util:
damages.
The temporary or permanent relocation or alteration
utilities, including service connections, desired by a
Contractor for his/her own convenience shall be 1
Contractor's own responsibility, and he/she shall make g
arrangements regarding such work at no cost to the City.
delays occur due to utilities relocations which were 1
shown on the Plans, it will be solely the City's option
extend the completion date.
In order to minimize delays to the Contractor caused by
failure of other parties to relocate utilities wh
interfere with the construction, the Contractor, u
request to the City, may be permitted to temproarily o
the portion of work affected by the utility. The port
thus omitted shall be constructed by the Contrac
immediately following the relocation of the utility invol
unless otherwise directed by the City.
All costs involved in locating, protecting and supporting
all utility lines shall be included in the price bid
various items of work and no additional payment will
made.
20. WATER FOR CONSTRUCTION
The contractor shall obtain a construction meter for WE
utilized during the construction under this contract.
contractor shall contact the appropriate water agency
requirements. The contractor shall include the cost
water and meter rental within appropriate items of
proposal. No separate payment will be made.
3 -
21. TEST OF MATERIALS
Testing of materials shall conform to Section 4-1.4 of t
SSPWC and the following:
Except as elsewhere specified, the Agency will bear the cc
of testing material and/or workmanship where the results
such tests meet or exceed the requirements indicated in t
Standard Specifications and the Special Provisions. 1
cost of all other tests shall be borne by the Contractor.
At the option of the City Engineer, the sourcr of supply
each of the materials shall be approved by him before t
delivery is started. All materials proposed for use may
inspected or tested at any time during their preparation i
use. If, after trial, it is found that sources of sup1
which have been approved do not furnish a uniform produj
or if the product from any source proves unacceptable at
time, the Contractor shall furnish approved materials f
other approved sources. After approval, any material wh
becomes unfit for use due to improper storage, handling
any other reason shall be rejected.
22. COMPACTION TESTS
All backfill and subgrade shall be compacted in accorda
with the notes on the plans and the SSPWC. Compaction te
may be made by the City and all costs for such testing sh
be borne by the City. Said tests may be made at any pl
along the work as deemed necessary by the City Engine
The costs of any retests made necessary by noncomplia
with the specifications shall be borne by the Contractor.
23. CLEANUP AND DUST CONTROL
Cleanup and dust control shall conform to Section 7-8.1
the SSPWC and shall be executed even on weekends and ot
non-working days at the City's request.
Full compensation for furnishing all labor, materia
equipment, and incidentals to clean up and control the a
as specified above shall be considered as included
appropriate items of the proposal and no additio
compensation will be allowed therefor.
24. PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS
Section 7-9 of the SSWPC is supplemented by the following
Except as may otherwise be provided in specific instan
nothing in the Contract shall be construed as vesting in
-
Contractor any property in any material, article or strt
ture existing at the time of the award of Contract witt
the area in which the work is to be done or in any materi;
article, or structure subsequently furnished for the work
the City, or in any material, article, structure or WL
furnished or performed by the Contractor after having bc
accounted for on an approved estimate supporting t
Contractor's demand for payment as provided in Section 4
of the Standard Specifications entitled "Payment". In t
latter event any such material, article, structure or nc
shall become the property of the City after being
accounted for.
The Contractor shall maintain all existing official sit other than those called for removal, including but r
limited to directional, warning, advisory, regulatory, i
street markers and also roadside mailboxes in an erect i
functional position and condition at all times during i
construction period in either temporary or permanf
location as designated by the City Engineer. Any of the
facilities which are damaged or lost shall be replaced
the Contractor at no cost to the City.
All costs involved in protection and restoration of existi
improvements shall be included in appropriate items of t
proposal and no additional compensation shall be allow
therefor.
25. TRAFFIC CONTROL
The Contractor's attention is directed to Section 7.10
the SSPWC and these requirements.
The Contractor shall notify the following City Departmen
24 hours prior to the start of work on this project and
hours prior to the restriction, closing or opening of
street or alley within the City of Carlsbad:
Engineering Department - 438-5541
Police Department - 438-5511
Fire Department - 438-5521
No street or alley closures shall be permitted except up
specific, written approval of the City Engineer.
The Contractor shall keep one lane of traffic in each dire1
tion and one pedestrial walkway open during all evenii
hours and on weekends and nonworking days. Traffic may
restricted to one lane as necessary at times when t
Contractor is actively working in the working area, excel
-
where specific approval for less had been granted in writ.
by the City Engineer. The Contractor shall furnish : install all lights, signs, barricades and other saft
d e v i c e s and eq u i p me nt re q u i re d .
The Contractor shall submit a traffic control plan show.
the intended construction zone signing and striping for e;
phase of the work to be accomplished. This plan shall
submitted within fifteen days after the Notice of Award I
been issued to the Contractor. No work whall commence unl
this plan has been reviewed and approved by the C.
Engineer.
Personal vehicles of the Contractor's employees shall not
parked ont he traveled way or shoulderes at any til
including any sectin closed to public traffic. W
entering or leaving roadways carrying public traffic,
Contractor's equipment, whether empty or loaded, shall
all cases yield to public traffic.
The Contractor shall make every effort to keep drivew
open during working hours. After working hours
driveways shall be accessible with smooth and safe crossi
through the construction area.
The Contractor shall be required t.0 notify all adjac
residents and businesses three (3) days in advance of
work, using "doorknow type" or other typewritten noti
which will be furnished by the Contractor. These noti
will be distributed at the beginning of the project and
other times during the work as required to notify affec
people in the area of impending work.
All open ditches within traveled areas shall be covered w
steel plates adequate to support traffic loadings with
not iceable deflection and shall be required at night and
non-working days. Temporary A.C. transitions shall
placed on either side of such plates, in the directior
traffic when adjacent surfaces are asphalt or concrete.
Traffic control shall include the cost of all barricad
signs 9 flagmen, providing notices, traffic str
application and removal, ditch plate installation removal, and any other cost connected with any tempor
rerouting of traffic or maintenance of access to propert
during the construction period.
Full compensation for furnishing all barricades, ligt-
flashers, flagmen, and any other safety measures used
the control of traffic during the project construct
period shall be considered as included in the prices F
for appropriate items of the proposal and no additic
compensation will be allowed therefor.
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26. SHORING OF EXCAVATIONS
The Contractor shall conform to Labor Code Section 6705
submitting a detailed plan to the City Engineer showing 1
design of shoring, bracing, sloping or other provisions
be made for worker protection from the hazard of cavj
ground during the excavation offf trenches or during 1
pipe or structure installation therein. This plan must
prepared for all trenches five feet or more in depth i
approved by the City Engineer prior to excavation. If i
plan varies from the shoring system standards established
the construction safety orders, the plan shall be prepai
by a registered civil or structural engineer at 1
Contractor's expense.
SPECIAL PROVISIONS
1. CLEARING AND GRUBBING, TRAFFIC CONTROL, AND MOBILIZATION
Clearing and grubbing shall consist of clearing natural ground surfaces of
trees , shrubs, vegetable growth and objectionable materials within the limi
of construction in accordance with the provisions of Section 300-1 of t
Standard Specifications and in accordance with the plans and these Spec
Provisions and as directed by the Engineer.
Clearing and grubbing shall also include the removal and disposal of
miscellaneous concrete , pavement, pipes, hardware, timber , rubble or ai
other objectionable material encountered beneath the ground surface as
result of grading or trenching operations connected with the construction
the project improvements.
Clearing and grubbing shall also include the removal, relocation, a
justing, or salvaging of all facilities so indicated on the plans which are r
designated as separate bid items or which are not included in other bid item
In addition to the above items, clearing and grubbing shall include, b
not be limited to the following items as shown on the plans or specified
these Special Provisions :
1. Removal of trees, shrubs, stumps, trash, debris and fence
whether or not specifically indicated on the plans or otherwi
shown to be protected or relocated.
2. Deleterious materials resulting from clearing and grubbing oper
tions shall be hauled away and disposed of at a legal site obtain
by the Contractor.
3. Clearing for and providing temporary graded driveways and conti
uing maintenance thereof to provide safe, smooth, stable and co
tinuous access Po all residences and businesses within the projf
area, and as directed by the Engineer.
Minor grading for swales and drainage control. 4.
5. Sawcutting of concrete and asphalt concrete at joins and rigt
of-way limits.
6. Protection of existing and relocated utility structures prior to a
during construction of proposed improvements.
7. Removal and disposal of interfering portions of abandoned uti1
lines and structures and the plugging of abandoned pipes a
conduits not removed.
1.
8. Furnishing and applying water.
9. Dust control.
10. Maintenance of project appearance.
11.
12.
13.
14.
15. Removal of interfering portions of wood, chain link, and wi
16. Removal and disposal of any additional items not specifically me1
Control of water and dewatering during construction.
Cleanup of project area upon completion of work.
Removal of interfering portions of agricultural irrigation system.
Removal of portion of shed as shown per plan.
fencing as shown per plan.
tioned which may be found within the work limits.
The Contractor shall protect all existing structures or facilities whit are adjacent to, or fall within, the limits of the work to be done under th contract in accordance with Section 7-9 and 200-1 of the Standard Specil cations. This item shall also include those structures and facilities which tl plans show or these Specifications indicate to be protected. facility to be protected which is damaged as a result of the Contractor, shi be repaired or replaced at his cost to the satisfaction of the Engineer.
Any structure
Mobilization shall consist of preparatory work and operations, includinc but not limited to, those necessary for the movement of personnel, equipmen materials, sanitation facilities and incidentals to the project site necessary f work on the project, and for all other work and operations which must I
performed or costs incurred prior to beginning work on the various contra
items on the project site.
Mobilization shall also include survey staking for the project in confo
mance with the requirements of Section 18 of the General Provisions of the
Specifications.
Traffic control shall be provided in conformance with the requirements
Section 25 of the General Provisions of these Specifications.
g and grubbing, traffic control, and mobilization sh
be at sum price and shall be full compensation for furnis
ing all labor, materials, equipment and incidentals necessary to perform t
items of work.
2. UNCLASSIFIED EXCAVATION. - Unclassified excavation shall inclu excavating, removing, hauling and disposing of all materials to the subgra elevations indicated on the plans as required to construct the new roadw
improvements. This item involves the removal and disposal of all pavemer
.
concrete, soil and miscellaneous items (including loose or dumped material ar base material) which are within the grading and excavation section on bo public and private property. Unclassified excavation shall be done in actor(
ance with Section 300-1.3 and 300-2 of the Standard Specifications and the
The Contractor may, after being granted permission by the respecti property owners, spread excess spoil material on the adjacent vacant lot Otherwise, the Contractor shall be responsible for obtaining a suitable, lec disposal site for this excavated material in accordance with Section 300-2.6 the Standard Specifications.
The quantities for unclassified excavation are based on cross-sections existing and proposed ground lines along the roadway with consideratio made for localized variations between cross sections, and are believed to accurate.
Special Provisions c ------ -- -
\
Excess soil remaining from excavations on the project site may be us for fill material as required subject to the requirements of Section 300-4 the Standard Specifications, these Special Provisions and as determined I the Engineer.
Payment for unclassified excavation shall be at the contract unit pri per cubic yard and no additional compensation will be allowed therefor.
3. SUBGRADE PREPARATION. - Subgrade preparation for the roadw
improvements shall be done in accordance with Section 301-1 of the Standa
Specifications and these Special Provisions.
The provisions of Section 301-1.3 of the Standard Specifications shall
amended as follows:
In areas outside of the public roadway shown on the plans to be pav (including parkways and driveways), the top six inches of subgra material shall be compacted to a minimum relative compaction of nine percent.
Payment for preparation of subgrade will be considered included in t
various items of work for which the subgrade is prepared and no additior payment shall be made therefor.
4. BASE MATERIAL. - Aggregate for base material shall conform to Secti
200-2.5.2 of the Standard Specifications, Processed Miscellaneous Base.
Placement of base material shall conform to Section 301-2 of the Standa
Specifications.
Payment for aggregate base material shall be at the contract unit pr per ton in accordance with Section 301-2.4 of the Standard Specifications.
5. ASPHALT CONCRETE. - Asphalt concrete shall be in conformance w
Sections 203-6, 302-5, and 400-4 of the Standard Specifications, except
amended herein.
The provisions of Section 302-5.4 of the Standard Specifications shall
The final surface layer of asphalt concrete within the public roadn
shall not be placed until all grading and P.C.C. improvements are su
stantially completed as determined by the Engineer.
Within the public roadway, asphalt concrete of 0.20-foot thickness
less may be placed in one lift. Asphalt concrete of greater than 0
foot thickness shall be placed in a minimum of two lifts. The compaci
thickness of the final surface course of asphalt concrete shall not
greater than 0.20 foot or less than 0.10 foot.
In all other areas (outside of public roadway), asphalt concrete may
placed in one lift to a maximum compacted A.C. surface of 0.25 feet.
The provisions of Section 400-4 of the Standard Specifications shall
The gradation of combined aggregate shall be as follows:
3/4 inch Base Course Type Ill - B2-AR-4000
1/2 inch Surface Course Type Ill - C3-AR-4000
Asphalt concrete pavement shall include asphalt concrete in all pub
and private roadway areas shown on the plans including 'feathering' to j(
existing surfaces.
Payment for asphalt concrete roadway pavement shall be at the contr:
unit price per ton and shall include full compensation for furnishing all labc
materials, equipment, and incidentals necessary to perform the work.
supplemented by the following:
supplemented by the following :
6. LIQUID ASPHALT. -
Tack Coat
Asphalt tack coat shall be Grade SS-lh emulsified asphalt, conforming
Tack coat shall be applied to Section 203-3 of the Standard Specifications.
asphalt concrete and concrete surfaces to be joined by new asphalt concre
pavement. The rate of application shall be as designated in Section 302-5
of the Standard Specifications. Care should be taken to prevent tracking t
tack coat on finished concrete surfaces.
Payment for tack coat shall be included in the contract bid price per t
for asphalt concrete roadway pavement for which tack coat is required and
additional payment shall be allowed therefor.
Prime Coat
No prime coat will be required.
Seal Coat
No Seal coat will be required.
7. PORTLAND CEMENT CONCRETE. - Portland cement concrete shall me
the requirements of Section 400 of the Standard Specifications.
The Cleanness Value requirements of Section 200-1.4 shall be replac
Tests
Cleanness Value Calif. 227
with the following:
Test Method No. Requi rements -
Individual Test 70 Min.*
Moving Average 75 Min.*
The Sand Equivalent requirement of Section 200-1.5.3 shall be replac
Tests
Sand Equivalent Calif. 217
with the following:
Test Method No. Requ i remen ts -
Individual Test 70 Min.*
Moving Average 75 Min.*
* For 2,500 or less class concrete, except concrete pavement, a minimr
65 Individual Test result and a minimum 70 Moving Average will
acceptable if 2,500 psi 28 day strength criteria of Section 201-1.1.4 a
met, at a six inch slump or greater. The testing and acceptance dete
mination will be made by the Agency.
Evaluation of Sand Equivalent and Cleanness Value results shall confo
to the provisions of Subsection 400-1.4.
8. CONCRETE CURB AND GUTTER - Concrete items, as listed above, sh
be constructed in accordance with Section 303-5 of the Standard Specific
tions, referenced Standard Plans, and as listed herein. Slab thickness a
curb heights shall be as shown on the plans and applicable Standard Plans.
The last sentence of the second paragraph of Section 303-5.5.2 of t
Standard Specifications shall be modified as follows:
The name of the Contractor and the year in which the improvement is
constructed shall not be stamped in the completed work.
Payment for concrete curb and gutter shall be at the contract unit pri
per linear foot, including transition sections where the curb face varies (su
as at driveway aprons).
9. MONUMENTS. - Cast-in-place survey monuments shall be constructed
accordance with Section 309 of the Standard Specifications.
Payment for monuments shall be at the contract unit price per each
place, and shall include full Compensation for furnishing all labor, material
tools, equipment and incidentals necessary to perform the work.
10. WATER MAIN INSTALLATION, WATER SERVICE INSTALLATION AP
FIRE HYDRANT ASSEMBLY AND APPURTENANCES. - The Contractor sh
furnish all transportation, materials, equipment, tools, labor and supplies
complete the excavation, compacted backfill, shoring, dewatering, beddin
temporary resurfacing and other earthwork incidental to the construction
the water main and appurtenant structures and to construct and install wat
pipe, valves, fittings, fire hydrants, tests, disinfection, valve boxes ai
covers, meter boxes and covers, bolts, nuts, gaskets, couplings, joinii
materials, thrust blocks, and air release assemblies together with all appu
tenant work necessary car incidental to completing in a workmanlike mann
the water system improvements as contemplated by the plans and these Spec
fications. Sections 207 and 306 of the Standard Specifications are suppl
mented by the Costa Real Municipal Water District's "Standard Plans a1
Specifications for Construction of Water Mains", latest edition.
Copies of the "Standard Plans and Specifications for Construction
Sewer and Water Mains" may be obtained from Costa Real M.W.D. at 5950
Camino Real, Carlsbad, CA. 92008; phone number (619) 439-2722.
All water system pipe shall be tested in conformance with the requir
ments of the Standard Specifications for the Construction of Water Mains
the Costa Real Municipal Water District.
Measurement for payment for asbestos cement water main pipe and f
tings will be made along the center of the pipe end to the valve or h
flange or to the centerline of intersection pipe, as the case may be, as act
ally constructed, complete in place in accordance with the plans and spec
fications.
Payment for A.C.P. water main will be made at the contract unit pr
per I inear foot.
Payment for water service laterals and fittings shall be at the contri
unit price per each complete in place.
Payment for manual air release assembly shall be at the contract u
price per each complete in place.
Payment for fire hydrant assembly and appurtenances shall be at 1
contract unit price per each complete in place and shall include installation
blue, two-way Type ID', reflective pavement markers.
11. VITRIFIED CLAY PIPE. - Vitrified clay sewer main and building later
pipe shall conform to Section 207-8 of the Standard Specifications: shall t
laid in accordance with applicable portions of Section 306 of the Standar
Specifications and the applicable Standard Drawings referenced on the plans.
Pipe joint materials shall be in accordance with the provisions of Sectic
208 of the Standard Specifications, except as provided for below:
Only Type 'Dl and IGv joint materials will be permitted for vitrifif clay pipe laterals.
Only Type 'GI joint materials will be permitted for vitrified cl; pipe mainline.
Vitrified clay sewer pipe shall be furnished and installed for the dimei sions and to the lines and grades shown upon the plans and as herein spec fied. The pipe shall have full bearing upon the bottom of the pipe throug
out its length with the bottom of the trench recessed to relieve all load frl
the bell of the pipe.
All mainline pipe shall be cleaned and mandrelled in accordance wi Subsection 306-1.4.6 of the Standard Specifications.
Measurement for payment for vitrified clay pipe sewer main shall be ma horizontally from inside face of manhole to inside face of manhole along t centerline of the sewer as actually constructed, complete in place in accor ance with the plans and specifications.
Payment for V.C.P. sewer main will be made at the contract unit pri per linear foot, which price shall include the making of all trenching a structure excavation, bedding, shoring, compacted backfill, transportatio furnishing and use of all equipment, tools, materials (including pipe, tee plugs, wyes, joint material, concrete, cement mortar, connections to existi sewers, temporary resurfacing y dewatering, forms, bracing and supports tests, disposal of excess material, safety measures, and furnishing all lab required and incidentals to complete the work in accordance with the pl?
and specifications.
Sewer building laterals and cleanouts shall be constructed in accordar
with applicable portions of Section 306 of the Standard Specifications and '
applicable Standard Drawings referenced on the plans.
Payment for building laterals and sewer cleanouts shall be at the c( tract unit price per each.
Payments for building laterals and cleanouts shall include the making all trenching, structure excavation, bedding, shoring, compacted backf
transportation, furnishing and use of all equipment, tools, materials, pi!
tees, plugs, wyes, joint material, concrete and connections, temporary rest facing, dewatering forms, bracing, tests, and labor required and incident to complete the work in accordance with the plans and specifications.
12. SEWER MANHOLES. - Sewer manholes shall be constructed in accordanc
with Section 303-1 and 306-1 of the Standard Specifications and the applicab City Standard Drawings shown on the plans,
Payment for sewer manholes will be at the contract unit price per eac
manhole complete in place and shall be the full compensation for all excavi
tion, shoring, concrete work, frames and covers, steps, backfilling, resui facing, and all labor, materials,. and incidental costs necessary for the con pletion of the manhole in accordance with the plans and specifications.
13. STREET LIGHTING SYSTEM. - Street lighting system materials shz conform to Section 209 of the Standard Specifications. Attention is direct( to additional Sections 209-2.1 through 209-2.10 in the Standard Special Prov
sions and these Special Provisions. Installation of street lighting system sh;
conform to Section 307 of the Standard Specifications. Attention is directt
to additional Sections 307-1.3 through 307-8 in the Standard Special Prov sions and these Special Provisions.
The Contractor's particular attention is directed to Section 307-1 of tl Standard Specifications which shall be strictly adhered to.
Anchor Bo1 ts
The first sentence of the first paragraph of Section 209-2.2 of tl Standard Specifications shal I be revised to read :
Anchor bolts shall be of a type and size, and anchor base foul dations shall be constructed, as shown on Supplement to Regior Standard Drawing Number E-1 attached herein.
Conduit
Section 209-2.3 of the Standard Specifications is amended to read:
Acceptable materials are U. L. approved galvanized rigid steel ai
U.L. approved heavy wall polyvinyl chloride (P.V.C. Sch. 40). / conduits shall be of a size as shown on the plans but in no eve shall conduit be less than one-inch inside diameter.
Wire (Conductors)
The first sentence of the first paragraph of Section 209-2.4 of t
Standard Specifications shall be revised to read:
Circuit conductor runs to lights shall be solid or stranded copp wire, No. 8 AWG minimum.
Concrete Light Standards
The second sentence of the first paragraph of Section 209-2.5.1 of the Sta dard Specifications shall be revised to read:
They shall be round, black and white marble aggregate or natut exposed aggregate, anchor base type. Direct burial type poles w not be accepted.
Section 209-2.5. I of the Standard Specifications shall be supplemented include the following:
Light standard handhole cover plate securing bolts shall be stai less steel. Securing bolts made of brass, plain steel, cadmii coated or galvanized steel will not be allowed.
Pole height shall be 25 feet plus or minus two (2) feet as requir
per Supplement to Regional Standard Drawing Number E-1 attach
herein.
Lum i nai re
Section 209-2.6 of the Standard Specifications shall be supplemented include the following :
Street lighting luminaires shall be a horizontal burning, G.E.M-250A cutoff or ITT series 13, or equivalent type for 10
high pressure sodium (9,500 lumen output) lamps. Glare shiel
will not be allowed.
Luminaire mounting height shall be twenty seven (27) feet, plus minus one (1) foot, above finished surface of pole foundation F Supplement to Regional Standard Drawing Number E-1 attach herein.
Street lighting luminaires shall be completely assembled and fi nished with a lamp and a photoelectric control unit. It shall cutoff type of standard make and manufactured by a manufactur of recognized experience and ability, who is now regularly engac in the manufacture of street lighting luminaires. The lumina
shall be die cast aluminum and furnished with an optical assemt removable without the use of special tools.
Leveling and clamping of the luminaire to the mast arm pipe shall
accomplished by tightening mounting bolts which are externally internally accessible. Provision shall be made to check leveling
the unit. Luminaires shall include an integral twistlock type I
ceptacle for photoelectric cell control in accordance with the fat1 EEI-NEMA standards, and photoelectric control unit. The recep cle shall be prewired to the terminal board. The luminaire pov unit assembly shall consist of an integral ballast, starter boar capacitors, and a heavy duty terminal block, and the power u assembly shall be mounted on a separate component of the lumina to facilitate replacement.
The luminaire optical assembly shall provide a true ninety degr
(90') cutoff that does not allow any light to escape above t
horizontal and shall consist of a die cast aluminum lens holder,
Alzak processed or equivalent aluminum reflector, a heat ai
impact resistant clear flat glass lens, and a porcelain enclos
mogul multiple screw socket with lamp grips. The socket suppc
assembly shall be adjustable to provide variations in the lig
distribution and shall be factory pre-set to produce a medium
long cut off Type IIt distribution. The optical assembly shall
sealed with a heat resisting gasket, and also filtered to preve
light loss from gaseous and particulate material infiltration. T
optical assembly door hinge shall be designed so that when the do
is opened the hinge pins shall prevent the door from swinging fr
of the pins. The luminaire shall be constructed and installed
such a manner to provide the required lighting distribution with t
lower edge of the luminaire's housing below the entire light sour
and all glassware. External shielding added to the luminaire
accomplish the function shall not be acceptable.
The fifth paragraph of Section 209-2.6 of the Standard Specificatio
The net weight of the luminaire, including ballast, and its project
area shall be no greater than the following:
shall be revised to read:
HPS Lamp Size Weight Projected Area
(Watts) (Ibs 1 (Square Feet)
100, 150 E 250 50 2.0
400 55 2.5
700 75 2.8
1,000 76 3.0
Section 209-2.6 of the Standard Specifications shall be supplemented wi
the following :
High pressure sodium vapor lamps shall have a clear glass bulb a
be suitable for use in street lighting applications. The lamp sh
be designed to operate in any position.
High pressure sodium vapor lamps shall comply with the followi
minimum performance requirements.
ANSI
Lamp Size Ballast Rated Ave. Life Initial Lumens (A) Light (
Factor
(Watts) Code (@ 70 hrs. per start) (Burning any Position) Mean (E
100 s54 24,000 9,500 .90
150 s55 24,000 76,000 .90
250 S50 24,000 30,000 .90
400 S51 24,000 50,000 .90
(A)
(B) Mean light output factor is taken at 1/2 rated lamp life.
(C) Lumen Output at end of rated life.
High pressure sodium vapor lamps shall be able to reach eighty percent (8( of light output within four (4) minutes and to restrike within one (1) mini after an outage due to power interruption or voltage drop at the lamp sockc
The base of the lamp shall have a device that will allow the installer
indicate the month and year of installation.
Section 209-2.7 of the Standard Specifications shall be supplemented w
Initial lumen ratings based on 100 hour photometry readings.
the following:
Mast arm length shall be eight (8) feet and shall provide a one fi
minimum overhang past the curb face.
Ballast
Section 209-2.10 of the Standard Specifications shall be supplemen'
Ballast shall be suitable for use on multiple distribution circL with 60Hz, 120 and 240 voltage rating.
Each ballast system shall have an auxiliary starting circuit capa of supplying the pulse characteristics listed below. The start aid shall be readily accessible and easily replaced in the fie Starting aids must be compatible with core and coil of the SE rating without need for adjustment. Starting aids must be suita for continuous operation for a minimum of three (3) months in
event of lamp failure without loss of life or ballast damage.
with the following:
HIGH PRESSURE SODIUM VAPOR BALLASTS
Lamp Size ANSI Line +I- '20 Allow. Line Var. Line Power P
(Watts) Code Volts Line Volts Oper. Amps Start Amp Factor --
100 s54 120 10 1.2 .8 98
240 10 .6 .4 98
150 s55 120 10 1.8 1 .o 98
240 10 .9 .6 98
250 550 120 10 2.8 1.2 98
240 10 1.4 .7 98
40 0 S51 120 10 4.1 1.1 98
2 40 10 2.1 .7 98
i
Photoelectric Control Unit
The photoelectric control unit shall consist of a photoelectric cell in weatherproof housing which plugs into an EEI-NEMA twist lock receptac integral with the luminaire,
The photoelectric control unit shall provide an output in response changing light levels. The response level shall remain stable throughout tl life of the control unit.
The control unit shall contain a cadmium-sulfide photoelectric cell suit
ble for operation with 120 V or 240 V line supply as noted on the plans. TI
unit shall have a rated load capacity of 1,000 volt - amperes minimum, with
normal power consumption of not more than 10 watts. The control unit Shi
also have surge protection to prevent damage from sudden voltage surges.
The control unit shall have a "Turn-On" level between one (1) and fis
(5) foot-candles. The "Turn-Off" level shall be between one and one-half
112) and five (5) times the "Tur-n-On" level.
The photocell shall be properly oriented with the photocell window facii north.
Fuses
Fuses shall be slow blow 13/32 x 1 1/2" in line 10 amps. The fuse sh be installed in the hot leg of the lighting conductor. The circuit shall fused in the base of the pole and not in the pull box.
Fuseholders
Fuseholders shall be completely waterproof, shall grip the fuse in load si section when fuseholder is opened, be able to take a 13/32 x 7 1/2" fus with crimp type tubular terminals of a size able to take the size of cable
the particular street light.
Wire and Conduit Run to Service Point
Service conductor runs to feed points shall be solid or stranded CO~F
wire, No. 8 AWG minimum.
Service runs shall be made by intercepting existing undergrou
electrical system service.
The Contractor shall be responsible to coordinate closely with the utili
company regarding the specific circuit feed connection procedures for ea
individual service location.
Payment
Payment for street lighting system shall be at the contract unit price F street light and shall include full compensation for furnishing all labor a
materials, including coordination with S. D.G. &E. necessary to provide t
system complete in place including sawcutting, removal and repair of existi
A.C. or concrete improvements disturbed in the construction of condu
boxes, foundations, etc.
14. INSTALLATION OF UNDERGROUND ELECTRICAL, GAS, TELEPHO
AND CABLE TELEVISION UTILITY TRENCHES AND/OR SYSTEM FAClLITlE
- The Contractor shall furnish all transportation, materials, equipment, too
labor and supplies to complete the excavation, 'phased' backfilling, shorir
dewatering, bedding, compaction and other earthwork incidental to the cc
struction of joint (common) and individual utility trenches and appurteni
utility structure excavations and shall construct and install conduit, p
ropes, fittings, bends, sweeps, caps, gaskets, couplings, joining materi
together with all tests, inspections and all appurtenant work necessary
incidental to completing in a workmanlike manner those portions of the elt
tric, gas, telephone and cable television system improvements as contemplal
by the plans and as specified herein.
Electrical System Improvements shall generally include excavation, backfill a
compaction of the joint trench; laying and construction of primary, secondz
and service run conduit and pull ropes; and excavations for (utility-installc
transformer pedestals and handholes. Cable, hand-holes, pedestals, pedes
bases, transformers, grounds and wiring will be installed by the uti1
company.
Gas System Improvements shall generally include excavation, backfill a
compaction of the joint trench and the gas-only trenches as shown on 1
plans. Gas line piping, valves and boxes will be installed by the uti1
company.
Telephone System Improvements shall generally include excavation, back
and compaction of the joint trench; laying and construction of telephc
ductwork and pull ropes; and excavations for (utility-installed) pedesta
Cable, pedestals, pedestal bases, wiring and harnesses will be installed
the utility company.
Cable Television (CATV) System Improvements shall generally include excaj
tion, backfill, and compaction of the joint trench. CATV conduit, pull ropc
cable, pedestals, splice cans and grounds will be installed by the uti1
company.
All earthwork, conduit construction and related utility work requir
shall be undertaken in conformance with all requirements of the respect
utility companies. The Contractor is responsible to coordinate all activit
with said utility companies and to obtain all required inspections and cert
cations from same.
t
Payment for joint (main) utility trench and gas line only trench shall
at the contract unit price per lineal foot for each type which price shall
considered full compensation for furnishing all labor, material, equipment, i
incidentals necessary to perform the work as specified herein above and
conformance with the specifications of the various utility companies.
Payment for electrical or telephone conduit shall be at the contract c;
price per lineal foot for the respective type and size which price shall
considered full compensation for furnishing all labor, material, equipment, i
incidentals necessary to perform the work as specified herein above and
conformance with the specifications of the various utility companies.
-
\
SAN DIEGO GAS AND ELECTRIC COMPANY SPECIFICATIONS
FOR UNDERSGROUND ELECTRIC DISTRIBUTION AND SERVICE SYSTEM
AND GAS DISTRIBUTION AND SERVICE SYSTEM TRENCH
5
t
1 Submitted to Applicant 1
UNDERGROUND ELECTRIC GENERAL CONDITIONS
FOR
DISTRIBUTION, SERVICE SYSTEMS CONSTRUCTION AND GAS TRENCH
@
1.0 Scope of General Conditions
2.0 Definition of Terms
3.0 Contract Documents
4.0 Inspection of Work and Interpretation of Contract Documents
5.0 Utility's Right to do Work
6 .O Scheduling
7.0 Survey and Easements
8 .O Pavement Removal and Replacement
9 .O Excavations
10.0 Installation of Conduit
11 .O Backfill and Compaction
12.0 Substructures
13 .O Safeguards
14.0 Changes in Work
15.0 Partial Use of Underground Facilities
16.0 Drawings and Prints
17 .O Relationship of Parties
18 .O Final Acceptance
19 .O Warranty
20.0 Permits and Licenses
2 1 .O Indemnity
22.0 Insurance Policies and Limits
23 .O Public Relations
24.0 Union Labor if Applicable
25.0 Risk of Loss or Damage
26.0 Payment of Utility
27 .O Notice or Demand
NOTICE -
ALL WORK DONE PURSUANT
TO THE ATTACHED
MUST BE ACCOMPLISHED IN COMPLILVCE
WITH THE
FEDERAL AND STATE OF CALIFORNIA
OCCUPATIONAL SAFETY AND HEALTH ACTS
106-35140 E
11/85
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1
San Diego Gas and Electric Company
For
Distribution, Service Systems Construction and Gas Trench
Underground Electric Facilities General Conditions
Project (Number and Title)
v LLaMwddM
;ff. 21761/0
1 .o SCOPE OF GENERAL CONDITIONS
These General Conditions apply to new undergrouna electric
facilities and gas trench where the facilities bring installe
an Applicant or by an Applicant's contractor are for operatio
the Utility.
2.0 DEFINITION OF TERMS
The following terms, when used herein, shall be construed as
follows :
2.1 "Agent" - Those persons authorized to act for or represe
the Applicant or Utility,
2.2 "Applicant" - The party or parties contracting with Uti1
for underground facilities and to perform work hereinaft
described.
2.3 "Construction Standards" - The copies of Utility's Gas
Construction Standards and Electric Construction Standar
Many of these standards are included in the Utility's
"Service Guide" and others are available upon request.
2.4 "Contract Administrator" - The Utility employee assigned
inspect and accept or reject work on the basis of compli
or lack thereof with the Contract Documents, Utility
standards, specifications and policies.
2.5 "Contract Documents" - The Contracts, Agreements,
Specifications, General Conditions, Construction Standa:
drawings, permits and other papers for the purpose of,
constructing or pertaining to construction of undergroui
electric facilities and gas trench.
"Day or Days" - Normal Utility work days unless otherwir
specified.
2.6
-2-
a.
2.7 "Excavation" - Trenching boring, and removal of soil
required for the installation of substructures, all
necessary backfilling including required imported backfi
material and removal of trench spoil, and acceptable sur
repair to the local governing authority's specifictions.
"Final Acceptance" - The Utility's acceptance of all wor
performed by the Applicant includes "as-built" drawings
reconciliation of all material obtained from the
Utility. after "Final dcceptance".
2.8
No electric facilities will be energized until
2.9 "Final Grade" - The grade after paving is completed.
2.10 "Finish Grade" - The grade shown on plans
2.11 "Improvements" - The requirements of either the governin,
municipality or the Utility which will ensure protection
the Utility's facilities and provide verification of fin
grade. Improvements include, but are not limited to,
installation of curbs and sidewalks, berms, bridle or
pedestrian paths, raised planters or parking lot berms i
residential, commercial, manufacturing, or industrial
projects, when these improvements are specified adjacent
the Utility's facilities.
*
2.12 "Inspector" - The Utility employee assigned to inspect a
accept or reject work on the basis of compliance or lack
thereof with the Contract Documents, Utility standards,
specifications and policies.
2.13 "Landowner" - Governmental agency or private citizen 0th
than Applicant whose property is affected in any way by
construction performed by Applicant.
2.14 "Issued and Released" - When the specifications have bee
issued to the Construction Department and all related ho
(monies, contracts, R/W, etc.) placed on the job have be
removed.
2.15 "Specifications" - The construction drawings furnished tc
Applicant specifying the detailed information necessary I
perform the work and includes any revisions, supplements
Utility approved field changes.
2.16 "Substructures" - Includes but are not limited to manholc
handholes, enclosures, vaults, splice boxes, pull boxes, pads (for transformers, terminators, or fuse cabinets),
conduits concrete encasement), grounding grids, retainin;
walls and other structures needed to accommodate cables
- 3-
4
connections, transformers and appurtenances. Necessary
substructures, including distribution and feeder conduit
required, includes
(1) that required to serve the project for which service
sought,
(2) that which is necessary to interconnect the service
the project with service to subsequent developments
outside the project and
(3) that installed as part of a backbone system in
accordance with sound engineering practices and whic
(a) provides for the potential for growth in the arc (b) provides for future anticipated load growth in t
existing project and in existing projects in close
proximity thereto and (c) provides flexibility and
versatility of modifying or supplying emergency back
power to the area involved.
2.17 "Utility" - San Diego Gas and Electric Company, Post Off;
Box 1831, San Diego, California 92112.
2.18 "Work" - The performing of all labor and the furnishing i
installing of all materials and equipment, not otherwisc
installed by Utility, and other incidentals necessary in
carrying out all the duties and obligations imposed by tl
Contract Documents and Specifications.
3 .O CONTRACT DOCUMENTS
3.1 The Contract Documents are complementary, and what is ca
for by any one shall be as binding as if called for by a
Words which have a well known technical trade meaning wh
used in connection with the types of materials and work
described in the Contract Documents shall be held to ref
to such well. known meanings.
1
3.2 It is intended that all work described as being the
responsibility of the Applicant in the Contract Document
and any that is reasonably inferable from such documents
necessary to produce the intended results, shall be supp
by the Applicant.
Figured dimensions on the Specifications shall govern e>
that the lateral location of trenches and excavation art
subject to Utility approved change as necessitated by
conflicts, obstacles, or difficult soil conditions revez by onsite inspection during construction.
particularly shown or specified shall be performed in tl
3.3
Work not
-4-
5
same manner as similar work that is shown or specified. A
specific detail shall take precedence as to shape and
manner of construction. Unless otherwise noted,
Construction Standards shall take precedence over
Specifications as to materials, workmanship and methods.
4 .O INSPECTION OF WORK AND INTERPRETATION OF CONTRACT DOCUMENTS
4.1 All work and materials shall be of Utility approved
manufacture class or grade specified in the Contract
Documents. It shall be Applicant's responslbility to
thoroughly familiarize all of its Agents with the content!
of the Contract Documents and to accurately advise the
Utility of his construction schedule. Utility will be
represented in the field by an Inspector and all work and
material shall be subject at all times to inspection by t
Inspector.
4.2 Applicant is required to call the number in Section 6-0 f
inspection of his work by 2:OO p.m. one work day prior to
the date inspection is requested. The Inspector will
inspect each completed stage of Applicant's work includin
trenching, substructure installation, conduit installatio
backfill, compaction, and cabling, conduit mandreling. 1
each state of construction, if Utility's crews are needec
they will be dispatched as available after the Inspector
verified that the Applicant has satisfactorily performed
portion of the work. As each stage is completed, it will
approved by ,the Inspector.
4.3 Any workmanship by Applicant or material supplied by
Applicant which does not meet the criteria specified in 1
Contraet Documents may be rejected by the Inspector whos
decisions shall be final and conclusive. The decision o
the Utility shall be final as to all nratters of
interpretation of the Contract Documents.
Any workmanship by Applicant or materials supplied by
Applicant that do not meet the criteria specified in the
Contract Documents shall be replaced by Applicant at Applicant's expense. Inspections and final acceptance s
not relieve the Applicant from his obligation to complet
the Work in accordance with the Contract Documents.
4.4
5.0 UTILITY'S RIGHT TO WORK
If service to others is dependent upon this extension and if
Applicant should neglect to prosecute the work properly or wJ
the prescribed time period, or fail to perform any obligatio1
imposed by the contract documents, Utility, except as indicat
below, after giving seven days written notice to the Applica.
-5-
'-
may take over and finish the work. or any part thereof. or may
correct any defects, and Applicant shall pay the actual cost t
Utility (including labor, material and overheads) for such wor
If Utility is unable to collect for this work after 30 days fr completion of the work, the actual cost (labor, material and
overheads) may be deducted from Applicant's refundable monies
deposit with Utility, or at its option, Utility may recover su
cost by claim against the surety on the performance bond
furnished by Applicant.
6 .O SCHEDULING
The Utility will notify Applicant in writing when the Utility'
construction orders have been released and issued. After
receiving such notice from the Utility, Applicant shall give t
Utility 10 working days written notice of the construction
starting date and arrange for a pre-construction meeting. The
starting date sha:Ll be confirmed verbally two working days in
advance. All contracts and notifications regarding the start1
date shall be made to:
NAME ADDRESS
PHONE
6.1 If services to the buildings are not specified with the
MANAGER -CONSTRUCTION -TEL. 438 - 6229
3U-
original job, a ten working days written notification wi.
be required for each separate installation of five or mol
services. When services are called for with the origina.
job and the specified time has lapsed as to the installal
of those services, an additional ten working days writtei
notification will be required.
6.2 All work by Applicant shall be coordinated with Utility
manner that will permit Utility or its Agents to perform
work without delay and in an efficient manner throughout
period of construction without being required to reschedi
its construction forces after starting the field
installation. The Inspector will act as the contact poi
for coordination of work between Utility or its Agents a
Applicant during construction. Trenching and backfillin
the Applicant must be coordinated with the installations
made by Utility. Work requiring that a construction cre
Inspector be present shall be performed during the norma
business hours of the Utility. Applicant understands th
other facilities such as gas piping and/or equipment may
installed by Utility. The minimum amount of clear trenc
required to be open before Utility begins its installati shall be an amount specified by the Inspector. When the
Utility begin its installation, Applicant shall continue
- 6-
6
trench with sufficient equipment to allow the project to I
worked to its conclusion in an efficient manner. If
Applicant or others intend to install other underground
Utility facilities in the same trench, such use must be
approved by Utility and work procedures must be agreed to
Utility and Applicant prior to the start of construction i
avoid conflicts between construction forces, Applicant
shall be responsible for coordinating installation of othc
utility facilities for which the joint use of trenches ha:
been approved by Utility. Applicant shall be responsible
for locating and protecting all existing facilities prior
commencement of construction, and shall exercise diligenc
throughout the period of construction to do so. In order
eliminate possible damage to underground facilities durin
construction, gas and electric facilities will not be
installed until all wet lines are in and backfilled.
Applicant shall1 report to Inspector any damage to any
facilities resulting from the construction and shall file
complete written report with the Utility of the surroundi
circumstances within 24 hours of the incident or by the e
of the next working day.
SURVEY AND EASEMENTS
7.1 The Applicant: shall be responsible for establishing and
maintaining alignment and finish grade for Utility
substructures and trenches throughout the construction of
the project.
- 7 .O
7.2 The Utility will survey, obtain easements and stake trenc
positions when easements dictate a definite route on pri7
property, or in dedicated street position.
8.0 PAVEMENT REMOVAL AND REPLACEMENT
8.1 Applicant agrees, that when trenching or excavating in p:
streets or sidewalks, all cutting and removal of pavemenl
concrete shall be performed by methods which meet the requirements of all governmental authorities having
jurisdiction.
8.2 Applicant agrees that any curtailment or rerouting of traffic necessitated by Applicant's work within street 01
sidewalk areas shall be coordinated with all governmenta
authorities having jurisdiction.
8.3 All cutting, removal of pavement and resurfacing of stre
or sidewalk areas performed by Applicant shall meet the requirements of all governmental authorities having
jurisdiction.
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1
9.0 EXCAVATIONS
When Applicant's responsibility under the Contract Documents
includes excavation, the following provisions apply:
9.1 Excavations for substructures shall be made to such
dimensions and grade lines as are necessary to perform tk
work shown by Specifications and to a depth that will
provide the ground coverage between the top of the conduj
entering the substructures and finish grade directed In t
appropriate Construction Standards.
Applicant shall verify that all substructures are set to
finish grade prior to backfilling. The Applicant shall
maintain finLsh grade stakes for all four corners of all
substructurei3 until final backfill and compaction has bee
complete and accepted by Inspector. Should any adjustmer
to substructures be required due to variations in final
grade not previously submitted to the Utility, the Utili!
shall make such adjustments and all costs of such
adjustments shall be borne by the Applicant.
9.2 Trenches shall be excavated in accordance with location i
alignment shown on the Specifications and to provide the
minimum width and depth necessary to install the
substructure, electric lines, gas pipe or as specified ii
cases of joint trench, in the construction Standards.
9.3 Bottom of excavations and trenches shall be free of rock!
dirt clods and pockets and shall be graded with a base s(
that sags will not occur in any conduit or gas pipe placc
therein as specified in the Construction Standards.
Any excavation made to an incorrect depth shall be adjusl
to the correct depth and thoroughly compacted by Applicai
in accordance with the compaction requirements of the
Contract Documents.
9.4
9.5 Where excavations occur in soil, which is in the opinioi
the Inspector, unstable and unsuitable for adequately
supporting the conduit or substructures, reinforcement s
be constructed and required to accommodate the individua
case as determined by the utility.
9.6 Excavated soil shall be placed or removed from the site
avoid hazard to pedestrians or vehicular traffic, and to
minimize interference with other facilities to be instal
by Utility. Applicant at Applicant '6 expense.
Excess excavated soil shall be disposed of
,
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k+
9.7 The location of all excavation is subject to change as necessitated by conflicts, obstacles, or difficult soil
conditions revealed by actual examinat ion during construction and Applicant agrees to pay any additional
trenching, excavation, backfill, compaction, pavement
replacement of other costs required by such changes in
locat ion o
10 .O INSTALLATION OF CONDUIT
The following provisions apply to Applicant's installation of
conduit :
10.1 Conduits shall be installed in the trench in the alignmen
shown on the Specifications and all materials used shall
those specified in the Construction Standards.
10.2 Conduits shall be either direct buried or concrete encast
as specified in the Specifications and/or Construction
Standards, and shall be buried at a sufficient depth to
provide the ground cover between the top of the conduit I
and finish grade as directed in Construction Standards.
10.3 On approval of Inspector, ground cover may be reduced whc
the specified minimum ground cover cannot be obtained in
crossing over storm drains, foreign substructures, or otl
obstacles, provided the conduits are encased in at lesat
inches of concrete.
10.4 Extreme care shall be exercised to ensure that foreign
matter does not enter the conduits while being installed
when concreting, or at any other time thereafter.
10.5 When such responsibilities are shown on the Specificatioi
cable pole conduit shall be Polyvinyl chloride Schedule I
Riser conduit shall be installed on the pole quadrant shc
on the Specifications and terminated not less than 8 fee,
above final grade, unless otherwise instructed by the
Inspector. Concrete shall be installed around riser
conduits when required in the Construction Standards or
Specifications.
10.6 Horizontal bends in the conduit shall be made only with
radius sweeps of 25 foot radius or larger whenever
possible. Smaller radius may be installed when designat
on the work order. Should field conditions warrant a le
radius, the Applicant shall obtain Utility approval.
10.7 All concrete, unless otherwise permitted by Inspector, E
be readymixed and shall meet the requirements of the
Construction Standards.
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10-8 The installation of conduit by Applicant must be
coordinated with Utility or its Agent to permit the
installation of substructures and any conduit which may
installed by Utility. After the substructures are place
in position, the conduits shall be terminated in the
substructure. When the conduit is smaller than the
substructure knockout, Applicant shall terminate the
conduit with bell reducers.
10.9 When services are not being installed with the distribut
system, and stubs are required, the conduit stub shall t
extended 3 feet beyond the edge of the substructure.
10.10 When the Specifications call for the installation of
conduit sleeves for cable-in-conduit (PID or SIDA), stn
crossings will be coordinated with and at the approval (
the Inspector. Only Utility approved materials will be
used for conduit sleeves.
10.11 Any trench or excavation 5 feet or more in depth, which
must be entered by Utility employees requires spoil to I
placed a minimum of 24 inches from edge of excavation;
depths less than 5 feet, maintain a minimum clearance o
12 inches. Shoring or sloping I_ my be required in depth,
less than 5 feet and is required for depths 5 feet or ml
(OSHA) .
10.12 The Utility Inspector and governmental agency having
jurisdiction will determine placement and acceptability
backfill material.
10.13 Gas & electric facilities in conflict with other
construction must be shown on plans provided by Applica
and Utility must be notified prior to trenching.
10.14 Street light circuits, CATV and telephone positions nus
verified by the Applicant with each serving agency and
installed to their specifications in addition to SDG&E
specifications.
10.15 Each run between substructures, pads, customer service,
risers, ete., shall be one size conduit continuously, i
no reducers are allowed except where the conduit enters
substructure. Deviations must be approved by Utility.
10.16 All plastic conduit shall comply with SDGCE and T&D
Specificati.on 3371, identified by manufacture's marking
and be verified that it is a utility approved conduit.
Conduit found to be defective or not.on approved suppli
list shall not be acceptable.
-10-
10.17 Installation of electric conduits with concrete
substructures must be coordinated with SDGCE. All conduj
shall enter a substructure in a horizontal plane, using
bottom set of knockouts first, exception being a 3315, 3:
and 3324 manhole in which part of the job package are pas
showing conduit placement to assure correct cable trainir
and connections. Conduits shall be terminated in
substructures either flush with interior surface of recee
or with conduit reducers. Open conduit ends shall be
sealed during construction to prevent contamination insic
conduit, this includes cable-in-conduit (PID or SIDA).
Reducers shall be used for conduits smaller than knockouts. Any conduit used with core boring must be
grouted. Core boring requires galvanizing of exposed stc
reinforcing, and a coal tar epoxy coating applied to bort
surf ace to prevent moisture entry to adjacent reinf orcinj
Core boring can only be authorized by SDG&E to insure
against structural damage. Conduits must be watertight ,
mechanically sound at entry point. Cable in conduit, (C
substructure adaptors shall be used where PID or SIDA
enters the substructure. In this case, conduit must be
installed flush with the inside of the duct terminator.
10.18 MandreBing of conduit must be performed by the installer
the presence of SDGdE Inspector to check the inside
diameter and provide a path free of obstructions. Use o
mandrel gauged to the smallest inside diameter of all
conduits is required. The conduit installer must provid
3/16 inch polyproplene pullrope in each conduit. The ro
shall be approved by Utility and have a minimum average
tensile strength of 720 lbs. Pullrope tails of 24 inche
shall be secured at each end of the conduit.
10.19 Refer to Underground Standards when installing conduit
sleeves.
11.0 BACKFILL ANI) COMPACTION
When Applicant's responsibility under the Contract Documents
includes base, shading, backfill and compaction, the following
provisions apply:
11.1 Backfill shall be made with materials and by methods whi
will meet the requirements of all applicable codes and
ordinances. Compaction tests required by governmental
authorities or the Utility shall be performed at
Applicant's eltpense. In the absence of local codes,
backfill shall be subject to approval by Inspector with
minimum required of 90% compaction.
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11.2 For gas and electric, a 3 inch base in the trench botto
required to prevent damage from rocks, sags or pockets.
Imported material consisting of natural sand or
manufactured sand, existing native material, or
combinations may be used for base and shading material
provided it. complies with Gas Division Standard Practic
C-35 and is of a quality that will comply with compactil
requirements of governmental agencies (permitting
agencies). Practice C-35 specifies that the material rn
have a mixture of particle sizes all smaller than 3/8".
Existing native material does not have to be tested by
independent professional testing firm if, in the opinioi
the inspector, it meets the C-35 specification. A mini,
cover of 6 inches of shading material compacted with
reasonable care, shall be installed above the gas pipe
electric conduits before the trench is backfilled.
Backfill material shall meet the requirements of all
applicable codes, ordinances and SDG&E standards. The
backfill material shall contain no rocks or clods over
three inches in diameter and shall be free of debris ar
organic matter. All base, shading and backfill must be
approved by an SDGE inspector.
11.3 Where joint use of the trench is planned for undergrour
electric and gas piping facilities, the Applicant will,
upon completion of the Installation of the electric
facilities, backfill and compact the trench to a point
which provides 12 inches vertical, horizontal, and diaf
separation from the electric facilities, allowing the
installation of the gas piping facilities before complc
remaining backfilling as shown in the Construction
Standards.
11.4 Upon completion of the installation of gas piping systt
the Applicant will install a minimum 6 inch cover of
"shading" $material compacted with reasonable cate, to
provide adequate protection of the gas piping system. piping is installed and energized, shading will be doni
same day. If piping is installed and not energized,
shading will be done the same day, if practical, but ni
later than the following work day.
11.5 When a trench is to be jointly used by gas and other t
SDG&E utilities, backfill between the different levels
trench shall be compacted with reasonable care to prev
damage to the installed facility and shall be compacte
before proceeding with the next Utility installation.
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11.6 On steep banks exceeding 25% slope, breakers made of soil
filled sacks shall be placed over the trench, or redwood
timber breakers shall be installed across the trench, as
requested by the Inspector.
water diversion berms shall be cut diagonally across the
trench and working strip. When in the opinion of the
Inspector, conditions warrant, backfill on steep slopes
shall be made by using a soil cement mixture as specified
in Utility's Gas Construction Standard 18.5.
On banks exceeding 35% slope
12 .O SUBSTRUCTURES
12.1 When Applicant 's responsibility under the Contract
Documents includes all or a portion of the substructures,
the following provisions apply.
12.1.1 GENERAL -- Unless otherwise specified, all substructures, q
related hardware including, but not limited to,
frames, covers, ladders, ground rods, ground gr
and cable supports shall be provided and instal
by the party responsible for installing the
substructures and shall comply with the
Construction Standards. All of the substructur
and related hardware used are to be approved by
the Utility. The above facilities if applicabl
will be installed at locations'specified by the
Specifications and in a manner prescribed by tb
Construction Standards.
- PRlMARY MANHOLES AND VAULTS:
The location of conduit entrances or recesses a
sumps shall be as shown in the Construction
Standards.
Manhole or Vault entrances shall be installed e
shown on the Specifications. Neck extensions
shall be ordered with the manhole or vault and
shall be adjusted to permit installation of thr
cover at final grade. The areas surrounding a
ra:Lsed manhole or vault cover shall be sloped
downward for a suitable horizontal distance to
prevent a hazardous abrupt change in elevation
Ground rods and grids shall be installed in thi
mainner specified in the Construction Standards
Sealing compound shall be used in joints betwe1 sections according to the Construction Standar
12.1.2
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12.1.3 PRIMARY HANDHOLES AND SUBSURFACE ENCLOSURES:
When final grade has been established, Applican shall adjust the top section of the handhole or
enclosure to final grade per the standards.
Sealing compounding shall be used in joints
between sections according to the Construction
Standards. Conduits entering handholes or
enclosures shall be terminated in accordance wl
section 10.8. Ground rods shall be installed 8
specified in Construction Standards.
12.1.4 TRANSFORMER AND EQUIPMENT PADS, SECONDARY - HANDHOLES AND PULL BOXES:
These facilities shall be installed only after
final grade is established, and curbing and
sidewalks have been installed unless sidewalks
not required by the governmental authorities
having jurisdiction, and after all required
conduit terminations have been positioned and
secured, according to the Construction Standart
and after trench backfill has been thoroughly
compacted and inspected. Sealing compound sha
be used in joints between section.
Formed-up equipment pads shall be constructed
ac.cording to the Specifications and are to be
inspected by Inspector prior to being poured.
Ground rods and ground grids shall be installe a proper location for grounding within the
equipment compartment before installing the
substructure.
12.1.5 COMPLETION OF IMPROVEMENTS:
The Applicant must complete the improvements
required for the project to all substructures
prior to scheduling of the connection crew and
energizing by the Utility. If improvements ar
be Installed in segments, a minimum of 10 feet
fronting primary electric facilities and 6 fee
for secondary handholes is required.
Any substructure damaged or requiring grade
adjustment, in the opinion of the Inspector, !
be adjusted or replaced by the Applicant prio'
the energizing of the system.
12.2 Where any substructures are to be installed by the Uti
or its Contractor the following requirements shall be
applicable.
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12,2.1 -- GENERAL:
Unless otherwise specified, all substructures, i
related hardware including, but not limited to,
frames, covers, ladders, ground rods, ground gri
and cable supports shall be provided and install
by the party responsible for installing the
substructures and shall comply with the
Construction Standards. All of the substructure
and related hardware used are to be approved by
the Utility. The above facilities if applicable
will be installed at locations specified by the
Specifications and in a manner prescribed by the
Construction Standards.
- PRIMARY MANHOLES AND VAULTS: The location of conduit entrances or recesses ar
installation of sumps shall be in accordance wil
Construction Standards.
Manhole or vault entrances shall be installed a
shown on the Specifications.
shall be ordered with the manhole or vault and
shall be adjusted to permit installation of the
cover at final grade. The areas surrounding a
raised manhole or vault cover shall be sloped
downward for a suitable horizontal distance to
prevent a hazardous abrupt change in elevation.
Ground rods and grids shall be installed in the
manner specified in the Construction Standard.
Sealing compound shall be used in joints betwee
sec:tions according to the Construction Standard
- PRIMARY HANDHOLES AND SUBSURFACE ENCLOSURES:
miring the time of excavation and when finish
grade has been established to within .5 ft. by
Applicant, substructures can be set. Sealing
compound shall be used in joints between sectio Conduits entering handholes or enclosures shall
terminated in accordance with section 10.8.
Ground rods shall be installed as specified in
Coinstruction Standards.
The top section and lid shall be adjusted to f:
grade by the Utility or its Contractor after tl
improvements required for the project adjacent
these facilities are completed by the Applicanl
12.2.2
Neck extensions
12.2.3
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12.2.4 TELWSFORMER AND EQUIPMENT PADS, SECONDARY - HANDHOLES AND PULL BOXES:
Pr:Lor to the installation of these facilities,
Apglicant must complete the improvements requir for the project adjacent to these facilities.
Proper compaction, and finish grade must be
established by the Applicant and inspected by t
Ut:Llity for the transformer and equipment pads,
and the Applicant must complete the required
excavation for the secondary handholes and pull
b0:KeS. Conduit positioning, sealing and grounc
shall be specified in the Construction Standarc
12.2.5 COMPLETION OF IMPROVEMENTS:
The Applicant must complete the improvements
required of the project adjacent to all
substructures prior to scheduling of the
connection crews and energizing by the Utility, If improvements are to be installed in segments
minimum of 10 feet primary electric facilities
6 feet fronting secondary facilities is requirc
Any substructure damaged or requiring grade
adjustment, in the opinion of the Inspector, st
be adjusted or replaced by the Applicant prior
the energizing of the system.
13.0 SAFEGUARDS
All materials, work, traffic control and work areas shall com
with the William-Steiger Occupational Safety and Health Act,
CAL-OSHA Act, and all applicable Federal, State, or local saf
laws or rules that are necessary to protect Applicant's and
Utility's employees, the public, and workmen during the time
construction. Applicant shall take all steps to protect prop
adjacent to the construction project from damage resulting fr
work specified and performed hereunder.
14.0 CHANGES IN WORK
In the event that modification of the Specifications is requi or desired, such modification may be made by mutual agreement
writing between Applicant and Utility. Such changes may requ
an engineering fee and revision to the specifications causing
delay in construcxion. the appropriate Planning Department for implementatfon. Mino
changes in construction resulting from adverse field conditio
may be approved in writing at the job site by the Inspector
where warranted to facilitate construction. Any costs, inclu
labor, materials and overheads, resulting from such changes i work shall be sol.ely the responsibility of Applicant.
All such inquiries shall be directed
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15.0 PARTIAL, USE OF UNDERGROUND FACILITIES - (Applies only when
cabling is install-ed by Utility)
When requested by Utility or the Applicant prior to the Utilit
preparation of the final specifications, completed portions of
the underground facilities may be phased for energizing by the
Utility prior to completion and acceptance of the entire
project. The portions of the underground facilities energized
by such mutual consent shall be subject to the following
conditions:
15.1 Utilization of the energized portion of the underground
facilities will in no way delay completion of the entire
project by Applicant.
15.2 Utility shall maintain, operate, and control that portic
of the system which has been energized. However,
energizing of portions of systems shall in no way reliei
Applicant of any of its duties under Paragraphs 18.0 an(
19.0 of these General conditions.
15.3 The size of the area to be energized, if less than the
entire project, must be approvedcby the Utility, and mu:
be compatible with the system design to ensure complianc
with the Utility's safety practices.
16.0 DRAWINGS AND PRINTS -
On Job Drawings :
16.1 Applicant shall at all times maintain a set of the
Specifications at the job site, and these will at all t
be available for inspection by the Inspector who shall access thereto on request. Applicant shall maintain at
job site any related project plans (e.g. alignment and
finish grade of street improvement) approved by the
governmental agencies having jurisdiction.
Applicant will provide as-built drawings of facilities
installed by the Applicant or his contractor per Utility
standards.
17.0 RELATIONSHIP OF PARTIES
In assuming and performing the obligations of these Contract
Documents, Applicant is acting as an independent contractor.
Applicant shall assume full responsibility for the ownership custody, and control of work and facilities to be constructec
All persons employed by Applicant in connection herewith sha:
employees of Applicant. Utility's inspections, or any suggesl
-17-
or objections made by the Utility shall not constitute or be
construed as an exercise of management or supervision over the
work, nor shall be construed as acceptance of the work, or an! part thereto, as it progresses, nor shall it limit or affect I
right of Utility to reject any part or all of the work when
completed in case the same does not conform to the Contract
Documents.
18 .O FINAL ACCEPTANCE
Final acceptance by the Utility will be made when Applicant hi
satisfactorily completed all work and improvements as called
in the Contract Documents including reconciliation of
materials. Utility shall notify Applicant in writing of fina
acceptance of the work. Failure or neglect on the part of
Utility to reject. inferior work during the construction perio
shall not be construed to imply acceptance of such work nor t
preclude its right to reject it. Applicant shall be required
correct all defects which become evident at any time prior to
final acceptance of Applicant's work by Utility. The cost of
such repairs, material labor, and overheads shall be borne by
Applicant. Ownership, custody, and control of the work and
facilities shall pass to Utility only upon Final Acceptance.
electric facilltjles will be energized until after final
acceptance.
19.0 WARRANTY
Applicant expressly represents and warrants all the work
performed and al:L materials used in meeting Applicant's
obligations under the Contract Documents are in conformity wj
same and are free from defects of workmanship. This warrant)
shall commence upon receipt by Applicant of Utility's final
acceptance and shall expire one year from that date. Any bre
of this warranty as may become apparent during the period of
warranty may be corrected by Utility at Applicant's expense.
cost (material, labor and overheads) of such correction by
utility may be deducted from any payment or refundable advanc
due Applicant or, at its option, Utility may recover such cog
claim against the surety on the performance bond furnished b:
Applicant.
20.0 PERMITS AND LICENSES -
Applicant shall, prior to commencing any work, obtain and pa
all permits and licenses which may be required from any
governmental agencies having jurisdiction over the work,
including, but not'limited to, permits for the use or obstru of adjacent public streets. In the event any governmental a
imposes conditions upon the issuance of a permlt or license,
-18-
which necessitate any changes in the trench or conduit system
shown on the Contract Documents provided to Applicant, includi
but not limited to, changes in backfill, compaction, grading,
pavement requirements, Applicant agrees not to proceed with ar
work affected by the conditions imposed until Utility has
completed the necessary redesign of construction drawings and
Agreements have been signed by Utility and Applicant reflectir
any changes in the allocation of costs, deposits, credits, anc
refunds between Applicant and Utility. The Agreements used SI
be the standard Agreements in effect at the time the changes i
made
21.0 INDEMNITY
Applicant will indemnify and save Utility its employees and
agents harmless, from any and all claims, demands, loss,
liability or expense (including attorneys' fees) for injury tc
death of any person, or damage to or destruction of any propel
in any way connected with performance of the work by Contract1
its agents, employees, or subcontractors, whether or not tort'
conduct of the Utility, its agents, or employee jointly or
actively caused said injuries, death, damage or destruction.
purposes of this indemnification, Utility's inspections,
objections or comments shall NOT be construed as an exercise
management or supervision over the work.
22.0 INSURANCE POLICIES AND LIMITS
When installing facilities normally installled by Utility and
without limiting any of the other obligations or liabilities
Applicant, Applicant shall, at its om expense, secure and
maintain in effect until after Final Acceptance, the followin
insurance as will protect Applicant and Utility during the
performance of work hereunder: (1) Workers' Compensation
Insurance in accordance with statutory requirements and limit
including U.S. Longshoremen's and Harbor Workers' Compensatio
Act coverage, uhere applicable, (2) Comprehendsive General
Liability Insurance, including Products-Completed Operations
Liability, Automobile Liability and Contractual Liability
coverage for liability assumed by Contractor in this Agreemen
with limits of not less than $1,000,000 each occurence for bo
injury and property damage combined. Such liability insuranc
shall name Utility as additional insured, shall contain a
severability of Interest or cross liability clause and shall
primary for all purposes. Certificates of insurance evidenci
the coverages and provisions required in (1) and (2) above sh
be furnished to Utility prior to commencement of work under t
Agreement and shall provide that written notice be given to
Utility at least (30) days prior to cancellation, reduction a
non-renewal of any coverage.
- 19-
23.0 PUBLIC RELATIONS
In performing the work, Applicant, its representatives and
employees shall c:onduct themselves in a manner that will resu
in complete satisfaction to all nearby property owners or
tenants. TQ assure such satisfaction, Applicant shall:
23.1 As the work progresses, clean up and dispose of all exc
earth, litter, and debris around the work area caused b
the construction.
23.2 Observe due precaution and care of property owners' or
tenants' lawns, trees, fences, shrubs, flowers, and 0th
property arid structures so that the same will not be
damaged due to work on the job.
23.3 Notify all property owners and tenants in advance shoul
work be necessary which will temporarily interfere witt
their use of walks, driveways, roadways, or entrances.
23.4 Promptly report to the Inspector any disagreements or
problems with property owners, tenants, or nearby prop6
owners or tenants in connection with the construction (
any adverse criticism in connection with the work from
general public or public officials.
24.0 UNION LABOR IF APPLICABLE
If for any reason, any work is performed by Applicant upon
facilities that are, at the time of work by Applicant, owned
maintained by Utility, Applicant agrees that such work shall
done in compliance with the terms and conditions of that amer
Agreement between SDG&E and Local Union 465, International
Brotherhood of Electrical Workers, or such other agreements i
may be entered into between the Applicants' Contractor and bc
fide unions of international organizations affiliated with tt
American Federation Labor and Congress of Industrial
Organizations or other bona fide labor organizations.
25.0 RISK OF LOSS OR DAMAGE
Contractor shall be responsible for any loss or damage to
material and/or equipment furnished by Contractor or by the
Utility until final acceptance of the work by Utility.
Contractor shall be liable for the proper care and protectio
all equipment and materials delivered and work performed unt
final acceptance by Utility. Any damage, injury, or loss, S
be repaired, corrected or replaced by Contractor at his sole
expense, except that if Contractor fails to do so, Utility m
so and deduct such costs from any amounts due or to become d
-20-
Applicant, or Utility may at its option, recover such cost by claim against the surety on the performance bond furnished by
Applicant .
26.0 PAYMENT TO UTILITY
Applicant shall compensate Utility for the cost of:
- Preparation of Contract Documents.
- Engineering and design.
- Construction inspection and material inspections and
testing .
27.0 NOTICE OR DEMAND
Any notice or demand which may or must be given by either part
to the other hereunder unless otherwise specified shall be madl
in writing and shall be deemed to have been duly given when
delivered by personal service, or 24 hours after it is deposit
for mailing at San Diego, California, by certified United Stat
mail, postage prepaid, addressed as follows, or to such other
place as the parties may hereafter in writing direct: .
TO UTILITY: TO APPLICANT:
San Diego Gas & Electric Address
Company
P.O. Box 1831
San Diego, CA 92112
At tention: Attention:
-21-
2" Weakened Plane Joint
0
TYPE G & H CURB
with 6" Curb Face
NOTES:
1. Concrete shall be 517 - C - 2500.
2. See Standard Drawing G-10 for joint details.
LEGEND ON PLANS
CURB AND GUTTER - COMBINED
Arm Length 8' max
Curb Overhang 1' min
- Finished Grade
minimum relative
DIRECT BURiAL FOUNDATION
Anchor bolts must
.a 'A '
wffu &e./
ORNAMENTAL STREET LIGHT
-
r( Y
2
f: 8 so
f. tiauzaaL *
4
I
0 e
# 8 coow win mndd to polr awl rnth lug
STEEL CONDUIT NON-METALLIC CONDUIT
DIRECT BURIAL FOUNOATlON
1/2" Ripid nwl Conduit
STEEL CONDUIT NON-M ETAL L IC CONDUIT
ANCHOR BASE FOUNDATION
hhw Ro&* 0 Y4'xrcopprcormdcml~ndrud.
@ Alumm Grwnd: 1s' no. 4 bm rtnnbrd
@ Apprd noMnrttt11e conduit.
@ wtaduit
copper wu?, coikd.
DETAIL A
1 Won lev A .C'.o(@ Ir Re UI Mae -- $AN DIE00 REGIONAL STANDARD DRAWING m n--rrLI* "tl I
GROUNDING &H& drcm I
owmm OF CONCRETE L16HTIN6 STANDARDS 1 auwn E02
I I
I
i i
NOTES
I). USE SMELCOVER WHEN SUBJECI
2). ,WLC BOX COVER SHALL BE MARK STRLET LIGHTING 'I WHERE PULL E CONTAl?S STREET LIGHTING CON0
ONLY. HIGH VOLTAGE " SHALL BI
' WHERE VOLTAGE IS ABOVE 600 VO
3) THE L AND W DlMLNSlONSOIT1
TRAFFIC LOADS.
I1/8" 1 I 1/4"
SEAT SHALL BE 1/0"GREATER TH,
COVER Dl MENSION S.
PULL BOX.
4). COMPACT EARTH UNDER AND ARC
)r TOP DIMENSION
r
,-
REV. APPROVED DATE CITY OF CARLSBAO
CITY EWER PULL BOX FOR
.
C
c
1
RISER RING
Grout wound box -
6" thick grout pad
Siope surface of grout pad to drain sway
from cover, and to meet existing grade. Brick suppon all aroun
on 2" sand base. PLAN-IN UNPAVED AREA
NOTES TYPICAL MONUMENT SECTlOh
1. Cow and frame to be cast integrally with pipe box.
2 Monument base may be ca in place or precast.
3 Form and taper exoond upper 6" of cart in place base to a top diameter of 5". (Precast base shall be sand
bat k f tlied).
4. Monument marker shall be a domed brm, 3" in diameter.
IN PAVED AREA
-I (Y 0)
5. Monument a) &t on all Location: centerline intersections unless actual location is modified by the Apancy rnd shown in +€++
modified location on map. When centerline inter!ssction Is impractical, offret 5 feet on centerline
of major rtreel, (tta detril at right). If neither centerline on be occupied, two monuments will be set
in line around !he front on the perimeter of a 10Lfoot diameter circle, *rho= canter is the point.
b) Set on centerline at intermls not exceeding to00 feet on straight runs.
c) Set on centerline at points of curvature.
d) Set on center at center points of cul-de-$zits.
e) Set on enterline when enter point of cul-de-sac i!; offset from centerline.
f) These nandrrds may be modified at the discretion of the Agency in cases where strict compliance there
mth rrtults in more monuments than it considers necessary. The following technique for reducing tht
number of monuments mll bo routine.
g) Substitution of one monument on the "Point of Intertaction" for monuments at the "Beginning of
Curve" and thr "Ending of Cum" when the "Point of Intersection- falls within the pawment area.
h) Deletion of any monument othermn required by these standards when its position can be determined
by turning one angle from 8 point on 8 straight line betmn two other monumnts, providing such point
IS not more than 300 fret from the point on which the deleted monument would haw been placed.
Alternate location
Tie distances show
division map if alti
is used.
LOCATION 0
SURVEY MO
L , Reviuon [Bv Ai
Notes pd c @4COllWfO 1tLIOIAL mMOA#a #I Twt u)UlTlEl LU OlttO
L*o*.#+m N; t 1)M) x-
DRAWING NUMBER M-10
SAN DIEGO REGIONAL STANDARD DRAWING
W9ri j-, /nj I . STREET SURVEY MONUMENT
>
I
I
A SAN DIEGO REGIONAL STANDARD DRAWING Revision ]By Approved Date -
SEWER MAIN CLEANOUT
nLCoamZ"o'o '" 'WE ' RLGIOI~AL nuo*nw a
-7
DRAWING NUMBER s
WflkmAU:
?
Letter '5" stamped
or chicrlrd in tau
of curb not lass than
Pipe Bedding of 1" maximum
eggregate (1" below bell)
ELEVATION
Detail showing the manner of connecting
opposite laterals to B sewer main. Two
connections hall not be made in the same
NOTES
1. In no case shall a lateral connect to the fewer ma
directly on top of the pipe.
2. Sewer laterals shall have a minimum slope of 2%.
3. All joints on saner lateral pipe shall be comprrsric
type or spprowd solvent weld.
4. wtenl shall extend to property line unlea othern
shown on plrm.
Revision I
res h~
-
RtCDUUENDfO 8V TWL OM REGlOML STUOAROS COW SAN DIEGO REGIONAL STANDARD DRAWING Approwd Date
M.B. 10-f~
' &zJL 4
CWO~MIOI n CE zsni ' t
i MANHOLE - 4' X 3' DIAMETER
(FOR 15" MAX. DIA. PIPE) DRAWING NUMBER s-17
1 -- . ..~- - -- ._ - - --
%WNLE OF iN?rdLLi\rIuN
1. cwm: ruz 5i.i~~~ AiiJu3r Ah5Li
5mva~ 15 ir\r"i[A!LE;/ i ~?pz,~vl L'AL-VE i bfEiEe @!I/, r3 F.(J AFrER
2 cQ.M.A'f7 WILL 5ET METER, 6ALL Vi
LC
12
*- a LL
LL
-
TYPE'K' SOFT COPUER b- z
I": L
I. ALL COPPER JOINT4 TU DE SILVER SOLDERED
2. TAP TO MAIN TO DE MfNiMilM OF 18- FROM
(5EE WClE \7 FOR 4PECifiCuTtON5.)
NEARER COUPLIhCI Oi? TAP.
4. ALL EXPOSED COPPER SUALL 4~ WRAPPEQ 5. FOR 8"A.C.P. WATER MAIN OR GREATER *
6 MO TAPPED ALP. COUPLINGS ALLOWEO.
NO SADDLE I5 REQUIREO.
- CAST IRON - fl‘/d”
t CEMENT LII .A. NOTE :
1. ROLT5 AND NUTS 3/4*X 3” HEX HEADS.
2. INSTALL VOLT5 WITH NUTS OU TOP OF FL)
3.5EE PAGE 32 FOR PAiNTlNG SPECIFICAT
4. SEE PAGE 17 FOR @URlEt7 FLANGE
5. 5EE IMPROVEMENT PLAN5 FUR FIRE
iF- - I 30’ pw. @ h, W z
U SPEC1 FICA TI ONS.
HYDPANT LOCAT ION.
13/IG” g UOLE5
DETAIL OF FIRE HYDRANT RASE HOLES -
;::. DENOTES AREAS TO BE WRAPPEO E3 SEE PAGE 17 FOQ SPECIFICATIONS
t
- -- -- -_ 1
UOSE TMQEAt7 CAP
C X MIP 51 LVER SOLDEP-
OR APPROVED EQUAL
.
1" CORP STOP (MI9 X ld Jj
JONES J - 41
OR APPROVED EQUAL NOTE
1. SEE PAGE 17 FOR SOLDERING -
SPEC1 FI CATION 5
AND MOQrAR COATING PATCUf
DENOTES AREA TO fiE WQAPPED SEE PAGE 10 FOR SPECIFICATIONS
COSTA REAL MUNICIPAL WATER DISTRICT
REVISION APPR DATE
DECEMBER, 191 DETAIL OF FPF *-I l'* ~AA- MANUAL ALL-------- AIR WT)(-lflslnF-Kl PREPARED BY IR ATA
DRAWING NO
I DETAIL A I lor
I -il ;I MARKER ._--._---- 0 8
FIRE HYDRANT,--+
.J 5 I $g
cg: os a
lo
I I I
+ I El
c I LQ
CURB------- i( \
DETAIL 8 I1 I I1 I \~
11 II
Ii II
P I Dl I v 011 11 II
W 4
REQUIRED LOCATIONS FOR FIRE HYDRANT MARKERS
NOTES
I). MARKERS MUST W IMSTARLCD AT ALL lltw AND RELOCATED MYDRANm An0 WITHIN ALL RfSUR?AClIW CROJfCTS.
2). PIRL DEPARTMENT WILL PROVIDE LOCATlON(S) FOR ALL MARKERS IM PRD’S, COMMERCIAL LOTS AND ALLOTHER AREA3 OUTSIDL OF PUBLIC RlOnT OF WAY.
3). MARKERS: SHALL B)L BLUE 2-WAY STlM30NlTE LlCELln 8bAb OR EOUAL.
4). ADHESIVE: AN AMPLE! AMOUNT Of TW PART (A B 0) CPOXY OR EOUAL.
8). IURfACLS: CLEAN AND 0RY PRIOR TO INSTALLATIOM CLR MANUIICTURER’S
@I. tN3TALL MARKERS WITH RtRECTlVt SURfACES ?AClNO ONCOYINO VEHICLES
RECO M M C N 0 AT lON3.
AND OFFSET 2-fROM LANE LINES. FOR STREET3 WITHOUT LANE LINE9 OR STREETS WITH RAISED PAVCMLNT MARKERS AND NO PAINTED LANE LINES, INSTALL MARKERS on CLNTLRLINE OR IN LINE win EXISTING MARKERS.
I
I REV. APPROVED DATE CITY OF CARLSAD zL?L
CJTV CNOMLR L r
I ‘ FIRE HYDRANT MARKERS SUPREMENTAL STAMOAR0 nC --__ - --
e
__
January 22, 1990
Kirchnavy Construction, Inc. 1010 Linda Vista Dr. San Marcos, CA 92069
Re:
Per instructions from our Municipal Projects Department, we are hereby releasii the remaining 25% of the bond for the above-referenced contract:
Bond Release - Contract No. 3161 - Cynthia Lane Assessment Dist.
Performance Bond No. 107902 Merchants Bonding Company Mutual
The bond is enclosed so that you may return it to your surety. S& Deputy REN R. Ci KU y DT Cler
Enc.
~ __-.--- ----
1200 Carlsbad Village Drive - Carlsbad, California 92008 - (619) 434-2808
~IUE i-r - DON'T SAY a!
'*
).
D
Date 9%
a Reply Wanted
UNO Reply Necessary
Re: Bond Release - &&3Ad/--
Our records indicate ezd-
above-referenced subdivision/projc
your written authorizationlapproval for release.
the status, and if release is 0.k.
c? -cs%
bond for the 7
Please let me know
/& F*-.-sL*i F $A /i $1 /"5/
b.""- \ I&- &
/4 b e,&, &+f--s
Thanks,
>?
b
/' , '
Y-
AlGNER FORM NO. 55032 PRINT ,< ,- &,'
f 7
1 I
i - -J
I
I
I
\IoklTE IT - DON’T SAY e I I ! *.I
& - Date
To L++ a Reply Wanted
From Karen Kundtz, Deputy City Clerk 0 No Reply Necessary
Re: Bond gelease - & -&-Lad/ - G. e-
Our records indicate that the zJs42
above-referenced subdivision/project is el
your written authorizationlapproval for release.
the status, and if release is 0.k.
bond for the
ease. We need
Please let me know
Thanks,
i
PRlN
Y-
AIGNER FORM NO. 55-032
r 7
i
i - -_I
*
- e 0
1200 ELM AVENUE TELE
CARLSBAD, CALIFORNIA 92008 (619) 4
Office of the City Clerk
Qit~ rrf Mnrlsbab
October 25, 1988
Kirchnavy Construction, Inc.
1010 Linda Vista Dr.
San Marcos, CA 92069
Re: Bond Release - Contract No. 3161 - Cynthia Lane Assessment Dist.
Per instructions from our Municipal Projects Department we are
hereby releasing the fol.lowing bond for the above-referenced
project:
Labor & Materials Bond No. CA 107902
Merchants Bonding Company (Mutual)
The bond is enclosed so that you may return it to your surety. $* Deputy ity Clerk
Enc .
c TE IT- DON'T SAY I@
\ ' \ 'i, i,:
'i t'?:. J Date 9/22
@I Reply Wanted
UNO Reply Necessary
-* wQ&v -
bond for the
Re: Bond Release -
Our records indicate that the &.T*~,-A-
above-referenced subdivision/project is eligible for release. We need
your written authorization/approval for release.
the status, and if release is o.k.
+
Please let me know
Thanks,
b
PRlN
Y-
AIGNER FORM NO. 55-032
____I-__- ----
I-
C=_%
WRITE IT- DON'T SAY 'y
Date 9/22
0
To L* a Reply Wanted v+z
From Karen Kundtz, Deputy City Clerk UNO Reply Necessary
Re: Bond Release - &2?& dJd/ -%
Our records indicate that the doew -h& bond for the
above-referenced subdivisionfproject is eligible for release. We need
your written authorization/approval for release. Please let me know
the status, and if release is 0.k.
Thanks,
\
PRlC
Y-
AIGNER FORM NO. 55032
e 0
1200 ELM AVENUE TEL
CARLSBAD, CALIFORNIA 92008 (61 9)
Office of the City Clerk Mitg of Q.lnrldxdi
December 3, 1987
William J. Kirchnavy Construction, Inc.
1010 Linda Vista Dr.
San Marcos, CA 92069
Re: Bond Release - Cynthia Lane Assessment District -
Contract No. 3161
The Notice of Completion for the above referenced contract has
recorded. Therefore, we are releasing 75% of the Faithful Performe
Bond. Please consider this letter as your notification that
$94,805.25 of Merchants Bonding Company Faithful Performance Bond
No. CA 107902 is hereby released. We are required to retain the
remaining 25% for a period of one year. At that time, in no claims
have been filed, it will be released.
The Labor & Materials Bond, in the amount of $63,204 will be eligib
for release six months from the date of recordation of the Notice o
Completion (copy enclosed).
-$iiiiiL* eputy City Clerk
Enc .
L-YVL-II..~ I~LA~VUVLYU UX HlVU KLlUKll! IU: e 1694 0 City Clerk
1200 Elm Avenue
Carlsbad, CA 92008
NOTICE OF COMPLETION
MUNICIPAL PROJECTS DEPARTMENT
To All Laborers and Material Men and to Every Wzher Person- Interested:
YOU WILL PLEASE TAKE NOTICE that on Auqust 7, 1987
the engineering project consisting of the Cynthia Lane
Assessment District on which William J. Kirchnavy
Construction, Incoporated was the contractor, and
Merchants Bondinq ComDany- was the surety, was completed.
VERIFICATION OF CITY CLERK
I the undersigned, say:
I am the City Clerk of the City of Carlsbad; the City
Council of said City on 0- d Q /?87 accepted the above
described work as completed and ordered that a Notice of
Completion be filed.
I declare under penalty of perjury that the foregoing is
Executed on 0phd-e~ dl, /W7 at Carlsbad, California.
true and correct.
CITY OF CARLSBAD
d/ L?&& City Clerk
* cd Q-yd&s -/;A. .~"/?-&& xq ,/;,T( {*
,.,' e A'{& _r' , , . ,/ ? /,.A 7 '
I' , .
0 *
1200 ELM AVENUE TELI
CARLSBAD, CALIFORNIA 92008 (619)
Office of the City Clerk aitg df (Zlarlsbab
October 21, 1987
Vera L. Lyle
County Recorder
P.O. Box 1750
San Diego, CA 92112
Enclosed for recordation are the following described documents:
Notice of Completion - Municipal Projects
McCain Construction Company, Inc., Contractor
Traffic Signal - Palomar Airport Rd/Camino
Vida Roblte
Notice of Completion - Municipal Projects
William J. Kirchnavy Construction, Contractor
La Costa Avenue Mitigation Project
Notice of Completion - Municipal Projects
William J. Kirchnavy Construction, Contractor
Cynthia Lane Assessment District
Our staff has determined that the recordation of these documents
is of benefit to the City; therefore, it is requested that the
fees be waived.
Thank you for your assistance in this matter. Si&$*
Deputy City Clerk
Encs .
0 0 City Clerk '
1200 Blm Avenue
Carlsbad, CA 92008 e NOTICE OF COMPLETION
MUNICIPAL PROJECTS DEPARTMENT
To All Laborers and Material Men and to Every Other Person
Interested:
YOU WILL PLEASE TAKE NOTICE that on Ausust 7, 1987
the engineering project consisting of the Cynthia Lane
Assessment District on which William J. Kirchnavv
Construction, Incoporated was the contractor, and
Merchants Bondins Company- was the surety, was completed.
VERIFICATION OF CITY CLERK
I the undersigned, say:
I am the City Clerk of the City of Carlsbad; the City
Council of said City on 0 &, d P /?87 accepted the above
described work as Completed and ordered that a Notice of
Completion be filed.
I declare under penalty of perjury that the foregoing is
Executed on ~c& 03 / /?e7 at Carlsbad, California.
true and correct.
CITY OF CARLSBAD
& d(Q6- City Clerk