00080062 JWNE
OF CUPRRTINOILDING DlvtstON =PERMIT; CONTRACTOR INFORMATION:
(i ADDRESS: + -., ;- - PIPIMII NO.ELAME: - i� - APPLICATION SUR DATE" '" �' SANITARY NO. 'Ot SE
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LICENSED CONTRACTORS DECLARATION
Hz4EIhcren 'rfrnil tWnT el fed Job Description
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Company Inc
425 Roland Way,Oakland,CA 94621 Tel:(510)568-4001 Fax:(510)568.2205 DSA File#:
2601 Barrington Ct.,Hayward,CA 94545 Tel:(510)636-2162 Fax:(510)670-0127
14 Spreckles Ln.,Salinas,CA 93908 Tel:(831)45578180 Fax:(831)455-8181' A Application#:.
FIELD REPORT -NARRATIVE
PrcjectN4me Date
Project Location Weather Temp.
Cu vaa O 6.�
Client - Range
- Rep. � �P/r�e� n1tI a' site:,l
.. " Contractor - Re V7 Ut+,GW
P. itY`
Project Manager Arrival Time
1.)Task Hours 2. Task
Code ) Hours 3.)Task ,Hours _
Code Code
The following was noted:
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The following report forms are attached:
All tests and ins actions were performed in accordance with(check one) Bldg Dept.appr. plans and specs❑ DSA approved requirements
AllAmaterials inspected MEET the requirements of the(check one): Bldg.Dept appr.plans and specs. DSA approved documents
Some materials inspected DO NOT MEET the req.of the(check one): Bldgt appi.plans and specs. ❑ DSA approved documents
Drawings:
Non-compliance and DiscrFpancies reported to: p cop e t e)obsite th.
Insp.Name: ( Signa Certi tcation#:
FOR DSA PROJECTS: COPI TO BE MAILED R site w Pro'ect Inspector IOR's Nam):
The School Dist and R Stroctum R
Architect and Re DSA and Re
H:IStzndardslSpecial lmpectio-MAPROGRAWaster Field Inspection Fomn\FieldReponNaM[ive6.14-00(fmm for printen.dot Day-)
��a
-IARZA EnQineenng Company Inc. Page of
425 Roland Way,Oakland,CA 94621 Tel: (510)568-4001 Fax:IS 10)568.2205 DSA File#:
2601 Barrington Ct.,Hayward,CA 94545 Tel:(510)636-2162 Fax:(510)670-0127
14 Spreckles Ln.,Salinas,CA 93908 Tel:(831)455-8180 Fax:(831)455-8181 DSA Application#:
FIELD REPORT - NARRATIVE
Project Name Date Job No. /'✓
Gel UaI'e�} I,!-. ,-."pt W Z' if
Project LocationWeather Temp.e
Client
� u'T`C Ran g
Rep. Present at site:
T 1
ContractorRe
p. /
I Project Manager Arrival Time
1.)Task Hours 2.)Task Hours 3.)Task Hours
Code Code Code
The following was noted:
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'The following report forms are attached:
All tests,and inspections were performed in accordance with(check one) Bldg Dept.appr.plans and specs❑ DSA approved requirements
❑� All materials inspected MEET the requirements of the(check one): Bldg.Dept appr.plans and specs. 0 DSA approved documents
ElSome materials inspected DO NOT MEET the req.of the(check one): I Bldg.Dept appr.plans and specs. DSA approved documents
Drawings:
Non-compliance andDiscrepancies reposed to: '`�,_i R�port copy left al the jobsite with: j;701rjy2 �
Insp.Name: (, ' \Vt IVSignatures- M Certification#:
FORDS PROJECTS: COPIES TO BE MAILED TO: C Co t eR Onsite w/Project Inspector(]OF Name
The School Dist and Re : Structural En .and Rep-
Architect
:
Architect and Rep: DSA and tc
H:\SWndards\Special Inspection\QAPROGRAWaster Field Inspection Forms\FieldReponNanative6-14-00(form forprintcmdot Day-1
-— - _ CLIENT COPY_
LJ p 7 ^ Page of
f-�I�L/�� Engineering Company, Inc.
425 Roland Way,Oakland,CA 94621 Tel: (510)568-4001 Fax:(510)636-2177
2601 Barrington Ct.,Hayward,CA 94545 Tel:(5 10)636-2162 Fax: (5 16)670-0127
14 Spreckles Ln.,Salinas,CA 93908 Tel: (831)455-8180 Fax:(831)455-8181
EARTHWORK FIELD REPORT
Project Name Daie {�, i �U JobLNg
�i�� Ur:ll(U 1Z i ri
ProjecGt Location ' 1 Weather n Tenm
t l.t I I 1 -t l 1 ,V/ ARange
Client; I �/�I�t Rep. - Present at site:
Contractor Rep. ��'
ProjecIN4anager Arrival Time ).+.���✓y
I i-
llours Task Tak Code Total a orTests N Failir Tests a R tens I Corot, R % Trench Backfill Kc
Mass Coding
` Finished Building fads
SD=Sturm Drain
Trench Backfill'Type: SS-Sanitary sewer
Wall Backfill W- water
Sub rade ❑Pavement; ❑Flatwork 1T=Inim Trench
Basetock: ❑Pavement: ❑Platwork Ft. Fire Line
Asphalt Concrete
Other:
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'Observations and tests performed on this date met the project plans and specifications,and the geotechnical recommendations
❑ A subsequent visit is required for the retesting of failing compaction tests performed today --
- �,r�� r
G/ /r/1� Insp. I `
` copies: r l Name: 1L' , %I-V\/G �- Signature: --
IPASmndurdoSpecial Inspection\QAPROCRAWalter Field lnspenion Fnme\EWDay4 LanhworkFicldReponNartmive(form for primm)9-I-On.doc„ ! EWDay-1
White I -Original-Project Manager, White 2-Dispatch Copy, Yellow-Client Copy, Pink-Inspector Field File Copy
_ Page of ;
4ARZAEngineering Company,Inc.
Roland Way,Oakland,CA 94621 Tel:(510)568.4001 Fax:(510)636-2177
1 Barrington Ct.,Hayward,CA 94545 Tel:(5 10)636-2162 Fax:(510)670-0127
4
Sore
Ln.,Salinas,CA 93908 - Tel:(831)455-8180 Fax:(831)455-8181
EARTHWORK FIELD REPORT
P Nam Date Job N
X93-�
R4 /6-70
C ea .Rep. Present at site:
a3 - 5�•pj
Co a - - Rep.
Projecllv(a�+yge[;-.--� Arrival Timev7rj�
_ .
HoursTask Task Code FN.fT.0 a Rclnn Co Rc % Trrnch aazkfll Kc
Mass Gmdin
SD-Aorm Dain
Finished Buildin Pads
Trench Backfill T S5-Sanitary water
Well Backfill / W• wmer
Sub de: ❑Pavement: ❑Flatwork r•doim Trench
Baserock: ❑PavenxnC ❑Flalwork FL-Fire Line
As hall Concrele
Other:
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Observations and tests performed on this date met the project plans and specifications,and the geotechnical recommendations
❑ A subsequent visit is required for the retesting of failing compaction tests performed today
Insp. C ..
Copies:' Na;;c: 0/1.�/1�� .. Signet -
H:\Sundardsl5pecul Inspection\QAPRINiRA\Mata Field lntpectwn Fvrm\a -IFinhworklnIdReponNamtivett ren fer Prin )9-1.00, EWDRy-1
Whitel —Original-Project_Manager, White 2—Dispatch.Copy,,Yellow—ClientCopy, Pink.-.Inspector Field File Copy
DEC-07-00 12:19 Ffom:HAR2A ENGINEERING COMPANY - OAKLAND 5106362177 T-800 P.01/02 Joh-489
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OWARZAEngi
Poai-It°FaxNote 7671 oats � paQoe Of To `• From '�.
425 Roland Way,Oakland,CA 94621 oe./Dapt. CO.
2601BarrinctonCt„Hayward,CA 94545 Pnone0 Phones OlAk a
14 Spreckles Ln.,Salinas,CA 73908 a
Pr ct rte ILII Date ,-kA
Is i 1
NO RLP. ese t at sI[o: r-- 1 -(A—kAA—Ia.u_ Kill
l Rep
p J r Arrival Time
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Mass Gradin
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Finished nuildinPadn SS-4anilay Sewn
Trench uckallT
W-- W.ur
Well D,41111
Sua title: QFIat MA A-Joico Trrneh
HASOMk: Pavement, MFIA,wors FL-Fi..line
halt Concme
Other:
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observations and tests perfonned an this date met he projwt plans and spaillcations,and the geotechnical recommandatlons
❑ A subscquenl visit is required for the retesting of Failing emnpaatitm tests performed talay
Insp. _
Copies: Name.. sianawre: -
10anhrorkAelJR< �.nH.l irHfonn mr prinunlo-I o doe B'WPay-1
ILV`'lmdarJASrscial lnrPeoinnWAPNanaAMnner Pield lnlaecrion Fo 1M@WDnY• ,
White 2-Dispatch Copy, Ycll -Client Copy, Pink-Inspectnr •field File Copy
DEC-07-00 12:19 From:HARZA ENGINEERING COMPANY - OAKLAND 5106362177 T-800 P.02/02 Job-489
I---IARZA Page of
Eneineerin;'Company. Inc.
425 Roland Way,Oakland,CA 94621 Tel:(SIO)568.4001 Fax:(510)568-2205 DSA File H:
2601 Barrington Ct..Hayward,CA 94545 Tel:(5 10)636-2162 Fax:(510)670-0127 Application
ll:
14 Spreckles Ln.,Salinas,CA 99908 Tel:(831)455.8180 Fax: (831)455-8181 pp
FIELD REPORT- NARRATIVE
Project NUZI Dqt"
Project Location Weather Temp.
ro I Range
Client Rep. Ptewn a site:��
Contractor Rep.
11 Project Manager Arrival Time
I.)Task Hours 2.)'task Hours 3.)Task Hours
Code Code Code
The following�fw��asnoted:
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ute 1r gftl( _
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The fullowina report forms are attached:
All tests nd in lions were performed in accordance with(check one) El Bldg Dept,appr,plans and speos❑ DSA upproved requirements
AI r(namriels inspected MEET the requirements of the(check one): Bldg.Dept uppr.plans and.pea, E] DSA approved dmuments
Some materials inspected DO NOT MEET the rcq,of the(chockme): Bldg, cpt appr.plans and specs. [—] DSA approved docurnrnci
Drawings:
Non-compliance and Disc r paneies reported to: cop e t labsite th.
Insp. Name: I Signa Cern adon>✓:
FOR DSA PROJECTS- COPY TO BE MAILED c110 site /Project Inspector IOR's Nume :
The School Dot and Sttuctum R :
Architect andR USA and R
I nWundardASpttul InryenientQAPRUCRaUAazter Fietd trupeetion PomtMieldReponNemli•ebl4-0a(Ibm1 far priNen.dat DaY•t
Page t of f
WARZA EnQmeermg Company, Inc.
425 Roland Way,Oakland,CA 94621 Tel:(510)568-4001 Fax:(510)636-2177
2601 Barrington Ct.,Hayward,CA 94545 Tel: (510)636-2162 Fax:(510)670-0127
14 Spreckles Ln.,Salinas,CA 93908 Tel:(831)455-8180 Fax:(831)455-8181
EARTHWORK FIELD REPORT
Project Name (! r Date // Job NG.
�A .Jl Z \.l✓%]() ✓ � ��^c S - Lc)T Z l(e 11 2,,ko
Project Location 114 CA
Weather /
Client K- /� JL�.a Rep. Present at site:
) .
Contractor U Rep.
Project Manager Y� Arrival Time 073,
Noun Tusk Turk Code Te'.1 a OTelu M Peilin Tea, N Relents C R % Trench Ba,011 Kr
Mass Gndin
Finished Bilding Pads So-S,..Dai.
Trencb Backfill r, SS•Sanimr,sewer
Z Wall Backfill �r1lYyM 5 U t' .O N .4 W• wow
Sub ade: D Nvement: ❑Flamork rr-Joint Trench
Baseraek: ❑Pavement: ❑Flalwork FL l Fire Line
Asphalt Concrete
Other:
A*
l/elI V1�.
^J-5 PW {Y,ayl 6dhJ r'Of LC (�Ye�tC�sW ,rlli
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Observstians-ad Nats perforned on this date met the project plans and specifications,and the geotechnical recommendations
❑ A subsequent visit is required for the retesting of failing compaction tuts performed today
L / r Insp./
Copies: Ae- X01 411_ Name: r VZ r P J Signature:
H.Ztm dslsp oatoall GRAUsuur Field lnapeclion FarmsV?WnaY-I hworkPicldRcponNenwive(form for prinser�)S�I oo.doe EWDay-I
Whir, I—'Clricinul-Prniec[,Maneseer. White 2—Disoateh Copy, Yellow—Client Cop Pink—Inspector Field File Copy
Page / of
WARZA /
Ensineetin>;Company,Inc.
425 Roland Way,Oakland,CA 94621 Tel:(510)568-4001 Fax:(510)568.2205 DSA File k:
2601 Barrington Ct.,Hayward,CA 94545 Tel: (510)636-2162 Fax: (5 10)670-0127
14 Spreckles Ln.,Salinas,CA 93908 Tel:(831)455-8180 Fax: (831)455-8181 DSA Application N:
FIELD REPORT- NARRATIVE
DR a Jobq
Pro" Lo ti(o/n O )Maelt � Tem 1
(� Ra 7
Rep. Pres.n)'atsite:
Con16ac -*-4Rep. -
Proj Arrival Time n7cv
1.)Task �. �/�� ours 2.)Task /Hours 3.)Task - Hours
Code ' `�l -3- 01 Code Code
The Following was noted:
I eyA4 ueTjFD 4 gfz7E y/6/7- AT Z?:�67 gZa11E5T aT-^ T--IE
TaC`.IF3�tIY9 571 uc Z/A( � EG �lt}G�Mictll` +1 -T
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The following report fomes arc attached:
All tests and inspections were performed in accordance with(check one) aBldg Dept.appr.plans and specs❑ DSA approved requirements
Co"All materials in MEET the requirements of the(check one): UBIdg.Dept appr.plans and specs. 1:1 DSA approved documents
Some materials inspected DO NOT MEET the mq.of the(check one): Bldg.Dept appr.plans and specs. 13 DSA approved documents
Drawings: / .G (,I
/S Dated: 6-7- 059.
Non-compliance and Discrepancies reported to: Report copy leR at lhejobsite with:
Insp.Name; Si Ce :
FOR DSA PROJECTS: COPIES TO BE mAYLEb M. Copy Lcltt Onsite w/Project inspector IOR's Name):
The School Dist and Rep: Structural Eng.and Rep,
Architect and Re : DSA and
HAStandardMSPecial IntpecdWQAPR0GRAVA4sler Field Inspection FomatFletdReporWemdve6.19d10(form for printen.dot Day-1
JZZA
HARZA ENGINEERING COMPANY,INC.
INFRASTRUCTURE
December''15, 2000
Mr. Brian Kelly, Jr.
h
Kelly Gordon Development Company
12241 Saratoga- Sunnyvale Road
Saratoga, CA 95070
" Re: Basement Wall Waterproofing and Backfill, and Footing Foundation Excavations, Lot 2-16
Oak Valley Residential Development, Cupertino, California
Harza Project No.: M293-G
Dear Mr. Kelly:
In accordance with your request and as required by the City of Cupertino, we observed the basement
wall waterproofing and backfill, and footing foundation excavations for Lot 2-16 of the Oak Valley
residential development located in Cupertino, California. We previously performed a geotechnical
investigation for the Oak Valley subdivision project, the results of which were presented in our
report titled, " Geologic and Geotechnical Investigation, Oak Valley Residential Development,
Cupertino, California," dated December 31, 1997. Harza's observations of the basement structural
floor slab foundation subgrade were previously reported in our letter dated October 23, 2000.
Basement Wall and Slab Foundation Construction
Between November I and November 27,2000,we observed and/or tested the following construction
operations at the site for conformance to the approved project plans and specifications, or
manufacturer's installation recommendations, as applicable:
• basement foundation slab steel reinforcement;
• Paraseal waterproofing membrane behind basement walls;
• installation of subdrain pipe and geotextile filter fabric at the base of the basement walls; _
• filter fabric and drain rock placement in subdrain system behind basement walls; and
• basement wall soil backfill.
M293gltr.021
12/15/00
425 Roland Way Oakland,California 94621 Tel:510.568.4001 Fu:510.568.2205 Web:w .harzaxom
Our representatives observed the Paraseal membrane wall waterproofing membrane for general
conformance with the project plans and the manufacturer's installation recommendations. At the
time of our visit,membrane installation was complete. We did not observe the surface preparation
of the wall prior to membrane installation. We understand from discussions with Kelly Gordon's
field representative that membrane surface preparation was observed by the City of Cupertino's
building inspector.
Per our geotechnical recommendations, retaining wall backfill was to be compacted to a minimum
95 percent relative compaction, as defined per ASTM Test Method D1557-91. The basement wall
soil backfill was observed, and confirming in-place field density tests performed to evaluate the
contractor's compliance with the project compaction specifications for wall backfill. A total of five
field density tests were performed on the completed wall backfill. All field density test results met
or exceeded the specified minimum relative compaction.
At-Grade Footing Foundations
On December 7, 2000,we observed the bearing materials exposed in the completed at-grade footing
• foundation excavations in order to confirm that the materials are as anticipated per our geotechnical
investigation. The materials observed at the bottom of the footing excavations consisted of
undisturbed, very dense clayey sands with gravel. These observed bearing materials appeared to be
generally consistent with the materials encountered in our geotechnical investigation for the Oak
Valley subdivision.
Conclusions
Based on our field observations and test results, it is our opinion that the basement slab foundation,
subdrain installation, and wall backfill, at the times and locations observed and/or tested, were
completed in general conformance with the material and compaction requirements per the project
plans and specifications, and our geotechnical recommendations. In addition, it is our opinion that
the basement wall waterproofing, at the time and only to the extent actually observed, as previously
described, was installed in general conformance with the manufacturer's recommendations.
In our opinion, the observed at-grade footing foundation bearing materials are essentially as
anticipated per our geotechnical investigation, and as such, are capable of sustaining the
recommended design bearing pressures for the at-grade footing foundations.
M293gItr.021 '
12/15/00
2
We have employed accepted engineering procedures, and our professional opinions and conclusions
are made in accordance with generally accepted geotechnical engineering principles and practices.
However, we do not undertake the guarantee of the construction, nor do we relieve the contractor
of his primary responsibility to produce a completed project conforming to the project plans and
specifications. Should you have any questions, please do not hesitate to contact us.
Sincerely,
Harca Engineering Company, Inc.
Corey T. Dare, P.E., G.E. Pr`yi r v F
Senior Project Manager No.2013 =i
C32498 / GE2013 Cxp.s-30-02 , r
,Jt`��7FCHiPGct�\P
CTD:am - y/FOF CAI�F�P
Copies: Addressee(2)
M293gItr.021
12/15/00
3
FROM PHONE NO. Aug. 02 2001 11:00RM P2
ron GREG G. 7PL ASSOCigTES
PFCNE No. 9a? 7099 PLL 9,01 2001 8:19PM P03
ORS Q 1%a AF t land
�"' IyrlWM�I11n'Illxtlnm -!In �Q�Q QQ�p Z
ISNS'fllr�Ixprtv!n,Moo ,b)i .
.L'n Ju!v,CxL'Grr�ila Vf I Lh
4W,047.70%, '
Ass 4ls1.yf7.71r17
August 1,2001
1
Ma,Ciddy Wordell
City of Cupertino)
Department of C:oAnniunity Development
'!0,100 Tarry. Avenve
Cupertino,Calif. 950'14
Rl 104G1 SIERRA ST. , OAK VA1.,Ijl?Y
Dear Ms. Wordell,
This letter is to certify that the front yard linear.parkway landscaping has
conformed to the plana provided by Ripley Maign and approved by the O'Brien
Group. .
If you have any questions please call me at(408)947-7090.
Respectfully submitted,
Greg G. Ing. Landscape Architect
D K — C
V