92-115
~~ Pm!IrI"J"
(for warkiDq wit:b1n UIa
pub1.1c right-ot-way}... X-Baf. fUe
18.ued 0- J I - VJ L App1.1cation Datll r?- - ~~ CJ 2-
Pel:Jlit exp~ ill 12 -. . App1.1cation expiiU"1i.., ;,:
,...
APPLICAT%DH - App1.1cat:1oD i8 buaby Mde for a PlIblJ.c WOrJaI Pua:i.t iD acx:ardaDce with ~
lIWlicipal Code, Section U.04. (Application expira iD ~1~1:ha U. ~t nat palled)
A. WOrk addre88 or tzact , 4&5 l-/Al-1 {t.:::7DlJ. OY~::-LI t.h.J_" '(;.. _ _ .'~
u=.tOy -lacao1aa 1-I/J}.-fLL.~~/J;;:~ ~;E: Ave..,,~~~ 'j'
B. Natura of work: {hi,';;'; Z;~ :, I.i /5; 'EC'- /d.P~?r<SL("rA/;"~ ~, '~
c. Att:acb five (5) capi.. at a drawinq 8boviDq the location, extent lIDd c:I1meui0n8 at the VDrJt :
'1'Ile dravinq aball 8bov the relation at the prapo8ed wark to exi8tinq mzrtaca and WllIerqroaDd 1-3
1aprav-..ne.. NIlen approved by the City EnlJiDeer, aid draviDq ~. a part at 1:hi8 puait. 0
D. '1'Ile General Condition. for aU pft1lie. are l18ted on the rev.n. 8ide. Special Pravi8:i.on. for ~
tb1. pft1Iit an l18ted belov. railure to abicle by tbue c:and1t1on8 lIDd prov:i.8ioD8 may ruult ~':.
in job 8but-dovn and/or torfeiture at raithful Pertomaaca SUreti.. and ca8b eSepa8:i.b. (8..
General COnc11Uon. 1 and 2).
C1'1'Y Ol'f CAJIPBBLL
DEl"1'. or PDBL:c ~JOnS
70 North Pint St.
capae.i.l, c:a 950M
(408) 8I6-U50 .
~~ ~
"- - J /:;
.~t No.
t~
~
E. An application f.. IIUt ~ application. 'l'Il18 t.. 18 non-ntunc1able. "'tJ
=,ffl~~~~-%~ V1 ~D.60.~-4457 ~
18 tb18 work beinq clone by the property owner at their own n.idencal ---yu ~na t:D
to<
COIIplet. lIDd attach Worken' COIIpeneation anc1 COntractor Dltomation tOZ1M.
~
'1'Ile App1.1C&Dt/Pem1tte. benby lUJrlI.. by atr1xiDq their 8:i.qnat:un to tb1. pemit to boleS '.:be City of "0
CllJDpbell, 1e. otfican, 1UJent8 awl -.play... tree, sate and baJ:m1_8 froa any claim or c1e1lallc1 tall: "0
duaq_ ruu1.tinq fraa the w~",'~ covered by tbia permit. r.:
(j
'1'Ile Applj.aant/Penlittee bereby acJcnovledq.. that they have reed and undentand both the t1:'ODt and ~
back 0""'-tb18 Pemit, and that ~~ 1nt.o~m~(.1 Of... ~ :l
~ 'D\VIO A.. 2A//:~~~~ ..J.~~~ __ '.-:... ,..
AppliClUlt (Pftmitte ) ~int/s1qn te:
I
NOTES: ALL NORlt SJIALL CONPaRK WI'1'H THE A'1"1'ACHED, APPROVED PLANS AlII) .u.L A:PPLICA8I.E CAMPIs"'LL I
STANDARD DRAWnlGS AND CDHDInOHS. ~.
n
CI
3:
ttJ
t.
n
"J
AMOtJN'I' RECEYP'I' .JtM... t".J
t~
$ / C) -!J-. 01; 3/8'2~.._ t:D
$-006,~O 37eE3~) ~~
..48} ttJO. LV Q925?-~-6(.!/<q'f,:1
'oj
$ LC{ .?<:Co. ~o 4:<'5/-<;_-. ~,
$. 4~%. iJo 1:<)"/3_.. _ i
~ I. I
wllLU._._._._ ,I
Oa1:8
I
'1'JIE ~ MUST HAVE THIS PERMrr AND APPROVED PLA1lS ON-SITE AND MUST HIE'1' wrnr 'rim P.w.
INSPEd'oR DH 'l'HE Sm: A1' I.EAs'r TWO DAYS BEFORE SDR1'DfG WOlUt. APPLXCAII'l' MU8'1' CDH'l'AC'1' 'l'BE IHSPEC'r.IJlt
'l'O AlUWfGB FIELD KEftIHG.
NarICE MUST BE GIVEN 'l'O POB1.Ic WORES A1' LEAST 24 BOORS BBPORE RES'1'AR1'IHG ANY WORK.
SPECYAL PROVTSYOIfS
_1.
street aba1.1 not be open cut tor unde~ 1D8ta1lation.. )l1Di1lll~ cue. ..y be alloved
for cannect1on. or exploration bol... Such cue. III1lst:: be SDeei~ieall v IIlmrmr~ bv t:he
%ft1llHl~ar !!Pi ar ~a eu~incr.
PaVeaellt ..y be cut for underqrounc1 iDe1:a1.1ation. anc1 IIIU8't: be n.tond ill accordance with
the utU1ty 'l'nnCb. Rutoration Standard cravinCJ. .
WOrk to be 8takec1 by . l1cenaeri T...~~ ,,~~ :":':" ~~;;~, ~t:l.'ier .... t.:..o (~) copi.. ".: the
c:u-" ~.u ..em: tu ~e PilD.Lic .ork Department befon..,tartiDq wark.
'l'Ile boun at wark an limited to cubieSe the bours at 7-9 a.a. and 3-6 p... tor any york
affectiDq a tratfic lane.
_2.
_3.
_4.
.Ls.
>6~ IbrFlcHe-b.
STANDARD
PDII1'1' UPI.%CU'%DH I'D
PIM CIIBCE IJJllIOSft
SDRII:ft raa PAn'DDL ~CE
CUB~
$105.00
$500.0D
(lOot or Elm. BS'l'.)
(n or SDRBn, $500 HIlI)
PIM CIIECE , nrst--..-..I.ON PEl: ($0-$100,000 lot,
$lDO,OOO - $500,OOO/!" _15'p0,~0 ~ /abDn n, $100 HIlI)
APPROVED FOR ISSUANCE 0/7~ du ? .'V~
tor City Enqin.er
t: PH PERRI1'
Revised 10/91
(C:1:'~ n"",",1:''D C:TnV\
,
J
,
I
I
I
I
I
HJ
o
~I
t'/t
TO:
City Clerk
PUBLIC WORKS FILE NO.
9 I.-us
Please collect & receipt
for the following monies:
35-3396
ACCT. ITEM AMOUNT RECEIPT NO.
$
3372
3521
3521
3373
3373
3373
3373
3372
3372
3372
3372
3372
3380
3395
3510
Project Revenue (specify project)
Public Works Encroachment Permit Fees:
Application Fee
Plan Check Deposit
Faithful Performance (Cash) Deposit
($105)
($500)
(100% of)
(ENGR. EST)
(4%of FPB)
($500 min.)
Other Cash Deposit (specify)
q ~J z..,
Plan Check & Inspection Fee ($0 - $100,000 10%;
$100,000 - $500,0009%; $500,000 and above 7%; $100 min.)
Project Plans & Specifications
General Conditions, Standard Provisions & Details ($10 or $1 /page)
"No Parking" signs ($1/ea. or $25/100)
Copies of Engineering Maps & Plans ($.50/sq-ft.)
Final Parcel Map Filing Fee ($475 + $21/ per lot)
Final Tract Map Filing Fee ($525 + $21/ per lot)
Lot Line Adjustment Fee/Certificate of Compliance ($420)
Vacation of Public Streets and Easements ($500)
Assessment Segregation or Reapportionment
First Split ($500)
Each Additional Lot ($150)
Storm Drainage Area Fee per Acre (R-1, $1,875;
Multi-Res., $2,060; all other, $2,250)
Public Works Special Projects
Park Dedication In-lieu Fee
Postage
45 01
/..L J.";-J 3
TOTAL
$
NAME OF APPLlCANTJ~~ D&po(
ADDRESS~/) Bo'J. -, J. 3DI~ M1tlti~ } 6A
FOR
CITY CLERK
ONLY
PHONE
ZIP 303'Y'L-
RECEIVED BY ~
DATE
b ~q 2..,
TO:
City Clerk
PUBLIC WORKS FILE NO. q ~ - J J S-
Please collect & receipt
for the following monies:
ACCT. ITEM AMOUNT RECEIPT NO.
3372
3521
3521
Project Revenue (specify project)
Public Works Encroachment Permit Fees:
Application Fee
Plan Check Deposit
Faithful Performance (Cash) Deposit
$
35-3396
3521
Other Cash Deposit (specify)
($105)
($500)
(100% of)
(ENGR. EST)
(4%of FPB)
($500 min.)
q
o
3372 Plan Check & Inspection Fee ($0 - $100,00010%;
$100,000 - $500,0009%; $500,000 and above 7%; $100 min.)
3373 Project Plans & Specifications
3373 General Conditions, Standard Provisions & Details ($10 or $1 /page)
3373 "No Parking" signs ($1/ea. or $25/100)
3373 Copies of Engineering Maps & Plans ($.50/sq.ft.)
3372 Final Parcel Map Filing Fee ($475 + $21/ per lot)
3372 Final Tract Map Filing Fee ($525 + $21/ per lot)
3372 Lot Line Adjustment Fee/Certificate of Compliance ($420)
3372 Vacation of Public Streets and Easements ($500)
3372 Assessment Segregation or Reapportionment
First Split ($500)
Each Additional Lot ($150)
3370 Storm Drainage Area Fee per Acre (R-1, $1,875;
Multi-Res., $2,060; all other, $2,250)
3380 Public Works Special Projects
3395 Park Dedication In-lieu Fee
351 0 Postage
TOTAL
NAME OF APPLICANT ~_~M- ~rl~' ~;"-k
ADDRESS -1 uO Sf t1 L (lIt! . 'l~ ) J01 II ; li
~~T~ CLERK I RECEIVED BY ~
ON~ D~E
$
PHONE TIJ 7. 6~3 -41s7
c.?
ZIP / -Y"S-:7 ()
(~ r-1 (~ 2-
;,C,.. ~ 1 01" l / l-t) /wL. - UUUO
, u-.1U-UL. , u.,LVl'llU , l"\.UU'Ci ':'Ull \X nUUCl .=IUU
-II '7:(-(/S-
~DERSON a ANDERSON
INSURANCE lRa<ER$. INC.
2495 CAMPUS DR I VE
IRVINE. CA 927_'5
714-476-4300 -
CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE
DOEI NOT AMEND, EXTEND OR ALTER THE COVERAGE AffORDED BV THE
POUQ!E' mow.
COMPANIES AFFORDtlQ COVERAGE
COloPANV A
LEttER
BRETON CONSTRUCTION. INC.
Post Offic. Box '1111
Irvin.. CA 12713
COIIPANV B
LETTER
OOIlPANV C
LETTER
~~D
CCI'P~
L!'lER e
TVP!OI' _-
.....IOV..,....
PlILID'III'I'IOTI'tI! PaLIOV .....AT
Dm (Mlo'I/OOM') DAti (W/OO/VV)
UMIT8
A
!XOl!ISL1....'"
UMBmLA FOltA
01H1!I\ THAN UM8AfLLA fOltA
WOIlICIIf. OO......AnaN
aMI
I:WLO__UMlUfV
om.
GEN!ML "8IlIIEQ~H .
I'IlOOIJCTS-C(M'/OI' AS8. .
PERSONolL .. "'0\'. INJUlI'I .
EUH octuMOICf .
fiAt DAMME I. I
MEll. llll'tNSf lA
C~8INED SING1.1l .
lM'
8 Olin y 1 HJUAY .
(Pe. pertonl.
BODilY '''!JURY .
(Per ICcidtllltJ
PROPEAn OAMAut .
lACH OCCUI\RfNCE .
AGGAEl3A IE .
411HUM. L11IIL" ,
ClIMRtIAL GENEM~ LIABILITY
:i@j: CLAIMS MADE 0 OCCuM.
OWNfA'S & CQNIAACIOR1 PIlOI.
MlTOWOlU LIMIL'"
ANY AUTO
ALL O.HID AUlDS
SClIfllUlfO AUTOS
HlREO AUteS
NOI+-OWMfD AUIOS
OA""OE lIABILI TY
; ~~~ ~ ~ ~~ ~ i\ i;! ~ ~;!! j H!~~E~ ~;1 !i~; ~i ~~~ ~H~~~ .;~ ~!!1~ i ~~1~~~;i; 1 t \~! ~~~H ~i~~ i~~~ ~
~i ~H~i~~~~i~i!~!! ~i ~!Hm iW; ~;~ ~
awe 2.10885
CALI FORNI A
5/01'12
X :nATUIOll't LMT$
610"93 LAtH ACCIDENT
01 SlAS(-POUCV I." T
01 59-SHACK EWUJYU
.
.
.
IIUOIlPJtaN. ClIlIIRATICINIlLCltAT......lDI a'IPIfIM. 111'-
per.it .'2.-11&. HOlle Depot, 480 E. H...i I ton Av.., C...pbell CA 95008
Job '1770
:t,...,~:,:~.. . ^'AY:,^"",...~.;.:,~...~..;~~~~~i~~~lld~;~)l~~~~ ~i.2S~~~~~5i~~~~~!~~m.~~~~L.,. ",:.. . ..,: .: .., ;::,..:...:~;~~~t4'~,:t,h~~:~ij~~;~i~~U~jgr.*dt:~:~~,~t.:~;.~:~~~M~j~~:~~i~~;,t:\~:e~iml'
~i SHOUlD ANY OF THE ABOve OESCR18ED POLICIES 6E CANCELLED BEFORE THE
l~! ExPIRA1'ION OnE THEREOF. THE ISSUING COMPANV WILL ENDEAVOR TO
131.
l~J MAIl...lL DA YSWRITTE:NNO T ICE T 0 THE CERT II'ICA TE HOLDERNAMEOTO T HE
C I TV OF CAMPBE LL Ei LEI=T. BUT F AIL~E TO MAIL SUCH NOTICE SHALL MPOSE NO OSLIGA liON OR
~~i L1AB1JTYOF ANY KINO uPON THE COMPANV,ITS A~NTSOR REPRESENT UIVES.
ATT: Mik. F~II'r. Public Works ~~
~li AUtH AT
70N. FirltSt. ~~ '13100000
.~~
"~~rI),p~:1 L.2,"':'~~~~';l~fi"~;~~~l>~'~~'~".".~:'"'"~'~;:;~:X~:~z;~~:~~d~!l~:~.:~,.". .,~,,:~:~t~~:~l;;;~:~~~~~~:~":".'."~~~:~~:~~:'''':;:?':;;~'.:~:;:'
~<:. ',. :::~. . ".: ...:: .~~S;:~~:"(~~ +~)o.:l- ')'~:::;~~:::~~~<<+:~~:~~:~~~.x~;~~:~~:lof~:->~~:X' ';~~:-.l:>>).:~+:~)(:x~:t~~t:~;~~~:<:..;~~;~.A':O(~:~::O::~~~~:~::~,~~.~t;t.~~:oc~:~~~~~:~:=:::':~~;~:~':~7":.:~}
\-11-11 1..11 Y
u .J.".J uo;;.. Y U',:;,,"'Z.""'1~U Y...Jl..l-L.lf!"LI.1 \X '-'1..'J\.llw L....""'1.
'.J."'Z U'~.J.YUU'~ ~I .:;..
AC.,tlt"
'. '. l'\'~,I\Il'<I""'''!!!t
· , J~~I)~ O^Tt \MMIrlI'llY'I)
. 09/1SLJ.l.-__
THIS CERTIFICATE IS ISSUED AS A MATTt:R OF INFORMATION ONl.Y AND
CONFERS NO. RIGHTS UPON THE CeRTlflCA 1'[ HOLrJF.R, THIS CERIIFIC:J.\TE
Does NOT AMEND, i:JlTEND on Al1EB "IIL: COVERAGE Ar'FORUEO flY lHE
POLICIES BELOW. __
PROUIJCIiH
SULLIVAN &. CURTIS INSURANCE BROKERS
P.O. BOX 55045
LOS ANGELES, CA 90055
(213) 624-2055
COMPANY A
Il'"nH,
COMPANIES AFFORDING COVERAGE
UNITED NATIONAL INS.-cO~LOYDS
AND OTHER LONDON COMPANIES
......---.1
I
I
1N..'lUAF;O
COMI'AtlY B
Li::111:11
~IFORD I~SURA~CE CO.
I
I
--<
(.;OMf'ANY C
LcmR
CHUBB ,CUSTOM INSURANCE COMPANY
I
.-.!
BRETON CONSTRUCTION, INC,
2 CORPORA 1E PARK
IRVlNE, CA 92714
\
COMPANY 0
LeTTER
i
.,,'l
a . ~ . ,. " , .> ,. ,~,.~
' ..~." I;il~tl~ TO.~ERTIFY THATTHF POIICILS or IN::;URANCE L1f;TED RI:'I.OW'II~VE'BE~"N~~RI'F~ 'ICJ r ;1~.'IN~~'RED"N~~F;1 ^'I;II1;.1 r)H THE P~IICY 1'1 11IIll'~'
INIJICAll-ll, NOI WlnlSTANDING ANY RF.:QI./InFMLN I, TCHM OR CONDITION Of ANY CONTRACT on 01 HI'(lllOCUMENT WITH ru;~;I'1 1.:1 10 WI IICH THlf;
CERTIFIr.^Tf MAY LIe II:iSUEO OR MAY PERTAIN, THL INSURANCE AFFORnFfl BY file POLlelE'!': nF~(~rllfll IlIICYCIN IC, SIJR.lFC'l I n All rifF TERM~.
r:XGLUSIONS AND CONDIIIONS OF ::;UCH POLlCIER
-. . -. I __W_ _. __ _ . _ _ _... .__.... . .__.___
CO TYPE: 01' INSUIlANn ' POLICV NUI\481;R POLlCV I:FFECTIVE POLICY CXPIRA nON LIMI':,
L Tll ., . DATE (MM/DDIVY) OA fl' (~MlLlllIY'(l
COMPAII:Y E
1.!.IIHi
GENERAL LIABILITY
(;OMt'H~Ht::N~IVE ronM
PIICMII,r;[.;IIW>-RAiIONS
I \JNnF'l~POIINI)
i >-~t'I.lJoU)N ,~ (';()LLAI'~E I~^ZARD
---! PHOUUC I S!(.;UMI'LETEO (JI'en.
CotnnAc:TIIAI
IN(l~t'~NUt::N'1 CONTnACirJPI>
[JI.;OMl H IHU I'H(.)~H I Y LIAMA(:;E
"cnSONAL INJURY
SMP3762S
511/92
511/93
IlOll )11 Y INJUrlY u(,;c.
SODILY IN,IIII'lY ~(;(;
~I:
,;
f'F!()t'>-HI V DAMAGe OCC. :i;
rnorcnn IlAMMi.. AI;li. :j;
iii /I, r'l C(lMr.JiNDI I')(~(; f;'-1-:-600' 000
~"'I:I)M~I;'~:-'I ~ 1.000.,000
i I'ElltlONAlIN.IIII".Y,~~(~.... t 1.00<t.OOO
ANY Au ro
ALL OWNED AUTOr. ( Priv. .,,,"", )
All OWNf'rl AIITOS (. OI.hor'l h~l>.
. Pnv. t'Q3S. I
, 1'lRl'n AlJTn~
I NON.I)WNt::O AUTO~
i GARA<",r. I IAl'lllJry
1101111 Y IN.! un"
\I ',).. !)8nsOI,'
~
72 UENJM5036
I 5/1192
I
511/93
IK11)llY INJLJlW
(,",'_'l ;:I(,j....;t.~t~tll)
:r.
!'H(H'l:ti I Y llAMI\CI.:
I.
I HllLlIL v j~I,IIJ11Y 1\
, I'nOrenTf ['MAI\(,(
COM[lI~lrO
UMORr! I II FOHII.l
I) I HEll TrIAN lJMnr:lrll II FnF!M
7931..61-17
5/1192
5/1193
At"iCIII-( ~^ / r
WORKER'S COMPI:NSATION
~; IAfUT(,rW 11MI'm
AND
F..lllrLOYEns' LIADILITY
ri\el I "C.;(lll.lI:NI ~
......_-_.~..-
lll~;::J\,;r POIIC\' I 11.11'1 ~
OTHCR
i)!};r:A '~f";-rAC:H r.lJlrj ,I':'WIJ' 1;
CI'rY OF CAMPBELL
70 . FIRST STRE2T
CAMPBELL lCA 95008
ATTJIJ: MIKE PULLER, PUBLIC WORKS
SHOUI.D M>lY or TilE ABOVE DFsr;rHI II 'I) l'OIICIC.; BE CANCF.lllll HI I Ol-![ TIlE
FXPIHA'1I0N DATE THFrtI{ll. JIlL I~.;SUING COMJ'^NY WILL CNDEAvnR 'In
MAI~30 l)^Y~; WllrnLN NOTICE TO .rH~: 1:111111 I<':^lC IIOLDER NAMH) I () IIIL
1fT,., RUT FAILUnE:fO M^II !~IJr:11 NOTICE SHALL IMI'()fH' NO onUCiXIION "II
OMI'^N" I r:; AC,ENTS OR rlH'III.'aNIATllfE'.,.
"-'--'-"'-"---"---' ...--..,
I
,,,""-.., '.I"'>'~"'~'''''p'.''''~'P.:i~:\'i'l'I:'\ i
, .. ~~j, ~~~~.!J,t~~~~.~~::::::~
:::::: ..... :::::::::::.:......::.......:.........:::.I.......I..:e.........1...::.::.........:::11::::...-::::1..................:::::::::::::.:::.........::........::::::::::::::1....1...::::...:..:....:::.0...::::.....11......::::.11II:::...:::....::::...:..:.:.......:::......::::::::::::::::::::::::::::::::::::::,:::,:,:,:,:::,:,:::::,:,:::,:::::::::::::::::::::,:,:,:,:,:::,:,::::::::: --DA'" (....../DD/YY)
...... A,. .."ltIL .............. ...... .... '.': ... : ....... ":'.' ........-:-:.:-:-:.... . '. ...:.:.:.:.:-:.: .... .... . .... '. ..... .................................................................................................................. --- ,......
:::::~.:.:.:.:.:.::.::.:.:.:.:.:.:.:.::::::::::b:;::::;::,:,:,;,;)::::::::;::::::::::/\)::::::;:::{:~:::::;::::;::::;:;:::::::;~::.::::::::m::;;::::;:;:;::::::.:\:::;:::::::::::::::::::::::::::):)::;::::;:;::::::;::;~::::;;:;;;::;::::::;::::::;::~;;;:;:;:;;;~;:;:;;:;;;;:::::::::::::;;:::::~:::::~;;;;::::::::::::::::~~~::::::
ANDERSON & ANDERSON
INSURANCE BROKERS, INC.
2495 CAMPUS DRIVE
IRVINE, CA 92715
714-476-4300
CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE
DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE
POLICIES BELOW.
COMJANIES AFFORDt.lG COVERAGE
BRETON CONSTRUCTION, INC.
Post Office Box 19699
Irvine, CA 92713
COt.J>ANY A
LETTER HIGHLANDS INSURANCE COMPANY
COt.J>ANY B
LE TTER
COt.J>ANY C
LE TTER
COt.J>ANY 0
LETTER
COt.J>ANY E
LETTER
nganOGf."O
;;!9;::;~igii!t~:;;~;~;~;)(;:;;;:(tt;:::'});):;);(::)II~;:;::~::;m:;:;:;:;:':';;;;;;;;:;:;:t;;:::;:;I::m;;;I\~~:~~))::i:~:....:.:...;:;:;;tt;;;;;;;:;;t;;;;;;;;;:;:'~i::~:;::::::::::::,:,::::::::::,:::~:~.:.::.;;.:.;.:.;.:..:.:.:.:.:.:.:.:.:.:::::::..............j?'::~::::(....:::::::~::::::::;:::;:;\;::::::::.:.:::.:~:~:::::.:::.:.,::.:.:.:;;:;:;:;::;::::::::/;:;1:::;::...:..........
THIS IS TO CERTIFY THA T THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICA TED. NOTWITHST ANDING ANY REOUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCLMENT WITH RESPECT TO WHICH THIS
CERTIFICA TE MA Y BE ISSUED OR MA Y PERT AIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LMITS SHOWNMAY HAVE BEEN REDUCED BY PAID CLAMS.
TYPEOf I<ISUAANCE POLICY NUhlIIER POLICY EffECTIVE POLICY EXPIRAT LIMITS
DATE (MM/DD/YV) DATE (MM/DD/YV)
GENERAL AGGREGATE
CCMv1ERCIAL GENERAL lIABllITV PRODUCTS-Ctt.1P/OP AGG.
CLAIMS MADE D OCCUR. PERSONAL & A!lV. INJURY
OWNER'S & CONTRACTOR'S PROT. EACH OCCURRENCE
FIRE DAMAGE (An one fire)
MED. EXPENSE (A one erson .
AUTOhlOlll.! L1ABLITY C(}.1BINED SINGLE
ANY AUTO LIMIT
All OWNED AUTOS BODILV INJURY
SCHEDULED AUTOS (Per person)
HIRED AUTOS BODlLV INJURV
NON-OWNED AUTOS (Per accident)
GARAGE lIAB III TV PROPERTY DAMAGE
EXCESS UABLITY .
LMBRHlA FORM .
OTHER THAN LMBRHlA FORM
WORKER'S COIolPENSATION X STATUTORY LIMITS
A BWC 210885 5/01/92 5/01/93 EACH ACCIDENT .
AND
CALIFORNIA 01 SEASE-POll CV LIMIT .
EIolPLOYERS'L1ABLITY .
DISEASE-EACH EMPLOYEE
OTHER
DESORPTION 01' OPERATJONSILOCATJONSIV!HICLI!SlSPECIAL ITI!IolS
Permit .92-115, Home Depot, 480 E. Ham; Iton Ave., Campbell CA 95008
Job .1779
CITY OF CAMPBELL
'. .::..9H9~!!!~ . :.:.:.:::...................:.:.:.:.:.:.:::::....::::::?::::::::::::::::::::::::::::::.............::. ":::::::::::::::::::::::::::::::::::-: ....................................
XX SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
:::: EXPIRATION DATE THEREOF. THE ISSUING COMPANY WILL ENDEAVOR TO
)) MAIL ~ DA YSWRIT TENNOTICE TO THECERTIFICA TE HOLDERNAMEDTO THE
LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL MPOSE NO OBLlGA TION OR
LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTSOR REPRESENT A TIVES.
ATT: Mike Fuller, Publ ic Works
70 N. First St.
;;:I~p.R&~~i.;~~;"~,,ij~;;)~::~::~;:~:;~m<:;:::::::::.:.:.::.::.::.:
. . . . . . . . . . . . . . . . . . . . . . . . . .
..... .....................
......... .. ....... .............
...........................................................
............................................................
:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::
113700000
... ..... .~~;;~;;)~!I);I<<i:)R~;;<<i:)M!~U~iri.i:)"JI~~?:
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Bond o. 092579
PERMIT PERFORMANCE AND PAYMENT BOND
BY 1111S BOND, We, Home Depot U. S ..A.., I nc. . as Princip'~l and Ameri can
Home Assurance Company. a corporation, as Surety, are bound to the Cl ty ot LampDe 11 ,
Cal ifornia , herein called Obligee, in the sum of $ 489,OOOandno/l?9or
payment of which we bind ourselves, our heirs, personal representatives, successors, and
assigns, jointly and severally.
TIm CONDmON OF THIS BOND is that if Principal:
1. Performs under Permit number 92-115 application dated February 5, ,
19 92 . to Principal from Obligee for street lmorovements at 480 East Haml I ton
,L\'venue
the permit and all supporting documentation associated therewith being made a p~
of this bond by reference, at the times, under the conditions, and in the manner
prescribed in the permit; and
2. Promptly makes payments to all persons or entities supplying Principal with labor,
materials, or supplies, used directly or indirectly by Principal in the prosecution of the
work provided for in the permit; and
3. Pays Obligee a)) losses, damages, expenses, costs, and attorney's fees, including appellate
proceedings, that Obligee sustains because of a default by Principal under the permit,
then this bond is void; otherwise it remains in full force.
Any changes in or under the permit and associated documents and compliance or
noncompliance with any formalities connected with the permit or the changes does not affect
Surety's obligation under this bond.
DATED ON
~1ay 15,
,19 92 .
HOME DEPOT U.S.A., INC.
(l'ril:IN~ of ~I) \.
BY: \) ~ h
(Signature)
(SEAL)
American
(Print
Attorney-in-Fact
L.A. SMITH
(Print Name of Signatory)
Title: V. P. - LEGAL
Alleslft!o~~u~~ ~~
~otary PUbIi7. Cobb County. GeorgIa
My CommiSSIon Expires Jan. 29. 1995
.." PublIc, FtJIton County. GeoIgiB.
"'t"'.llITIrnIuWo El(pimA ~ ~ 19rM
.,
H
...
American Home Assurance Com~
Na.;ion~1 Union Fire Insurance Co...pany of Pittsburgh, Pa.
Prlncl~al Bond Office 70 Plna Street, New York. N.Y. 10210
KNOW All MEN BY THESE PRESENTS:
POWER OF ATTORNEY
No.
092579
That Americall Home Assurance Company, a New York corporation, and National Union File Insurance Company of Pittsburgh, Pa"
a Pennsylvania corporation, does each hereby appoint
---William D. Greenthal, Edward L. Webster, Jr., Eugene Oberdorfer, II, Raymond J.
Cronin: of Atlanta, Georgia---
its true and lawful Attorney(s).in-Fact, with full authority to execute on its behalf bonds, undertakings, recognizances and other
contracts of indemnity and writings obligatory in the nature thereof, issued in the course of its business, and to bind the respective
company thereby,
IN WITNESS WHEREOF, American Home Assurance Company and National Union Fire Insurance Company of Pittsburgh, Pa.
have each executed these presents
19 90
, -'
August
Mark E.
STATE OF NEW YORK l
COUNTY OF NEW YORK f ss,
On this__2. __day of __ ~_ _~~guSt:......_, 19 _.22...,
before me came the above named officer of American Home
Assurance Company and National Union Fire Insurance Company
of Pittsburgh. Pa" to me personally known to be the individual and
officer described herein. and acknowledged that he executed the
foregoing instrument and affixed the seals of said corporations
thereto by authority of hiS office.
~~~-t~-,
':')~U~-~;'')i':'.' J
N~:cfY r...~;l:( ,~-: 1~ Jc Nfl"; ''':~rk.
No. OI.h(_'4G~:: :.j
Qua'if;('c1 h VI"SI~h",' , """ty
.JlifAl [xllir. hI!, 31. J9.1..J.::-
/1"~ '"
CERTIFICATE
Excerpts of Resolutions adopted by the Boards of Directors of American Home Assura'1ce Company and National Union Fire
Insurance Company of Pittsburgh, Pa. on May 18, 1976:
"RESOL vED, that the Chairman of the Board. the President, or any Vice President be, and hereby is, authorized to appoint Attorneys-in-Fact to
represent and act for and on behalf of the Company to execute bonds, undertakings, recognizances and other contracts of indemnity and writings
obligatory in the nature thereof, and to attach thereto the corporate seal of the Company, in the transac.tion of its surety business; .
"R ESOL VE 0, that the sIgnatures and attestations of such officers and the seal of the Company may be affixed to any such Power of Attorney or to
any certificate relatmg thereto by facsimile. and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be
valid and binding upon the Company when so affixed WIth respect to any bond, undertaking, recognizance or other contract of indemnity or writing
obligatory in the nature thereof;
"R ESOL VE 0, that any such Attorney-m-F act del iverong a secretarial certification that the foregoing resolutions still be in effect may insert in such
certification the date thereof. said date to be not later than the date of delivery thereof by such Attorney-in-Fact."
I, Maureen P. Tully, Secretary of American Home Assurance Company and of National Union Fire Insurance Company of
Pittsburgh, Pa, do hereby certify that the foregoing excerpts of Resolutions adopted by the Boards of Directors of these corpora-
tions, and the Powers of Attorney issued pursuant thereto, are true and correct, and that both the Resolutions and the Powers of
Attorney are in full force and effect,
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of each corporation
'3'40 IQIR'i1
thi;5th davof
May
.19~2.
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CITY OF CAMPBELL
Public Works Department
April 9, 1996
Ms. Dorothy Perkins
Home Depot
601 South Placentia Avenue
Fullerton, CA 92631
SUBJECT: PERMIT NO. 92-115
LOCATION: 400 EAST HAMILTON AVENUE
ONE YEAR MAINTENANCE INSPECTION - ACCEPTANCE
Dear Ms. Perkins:
The City of Campbell has made the final one year maintenance inspection of subject Public
W orles improvements and fmd that no maintenance is required.
Your warranty requirements and any surety, therefore, are hereby released. Please fmd attached
your original Maintenance Bond which we are returning to you.
Sincerely,
~~~~4
Public W orles Inspector
~
Enclosure
cc: American Home Assurance Co., c/o Hogg Robinson of Georgia, Inc., Attn: Ms. Elaine
Hunt, 4370 Georgetown Square, Atlanta, GA 30338
Permit #92-115
H:\92115MTC.ACC(JD)
70 North First Street' Campbell, California 95008,1423 . TEL 408,866,2150 . FAX 408,379,2572 . TDD 408,866,2790
N'EW PW FAX #:
03/01/94 11:.t8
'a"408 379 2S72
CITY OF CJUfPBELL
iii 003
Bond No. 120101
Permit/Project #: 92-115
BOND FOR FAITHFUL PERFORMANCE OF M.uNTENANCE PERIOD
We, the undersigned Home Depot U.S.A., Inc. . {heIwi..efter "'PrL-,ap.I, and
American Home Assurance Company ' acorpandlanCl'QlllllZld under1helawsalthaStltl of
New York , and iiihorIzed to tranS8Ct bU&lr.- In the stID eX QdlomiIl. as SUrety, ...
obligated to tne City at ~. ~ ~\;~ ~ CQI1X1NIAGn under1he Iawa of the swa
afCallfomil. In the sum of ~~~ ~~~::l~~rl ~~~~vy a~donoYY~o~~---- DoII8r8 ($I?? 2S0.0ou}farthe paynw1I
of which aim we obIlgaJ8 otn8IvM and our succ ee-n and Mllgn&, IOinIIY 8I1d S8V8f1Illy by the fcIkMInQ
prcwlsions:
The condlllon d. this obIlgaUon is that the ~ anand. or Is abed to ener. Into a certain
written C\.Htt.cwl with the City dated February 5 . 1992 and <<died ProjId/PermiI
'# 92-115 for a or.e year maint&nanC8 per10d eX U18 work d~DId In &aid agre&nl8d. a 1IU8
and correct copy of which Is ~ on file in 1M aftce of the CIty Clertc 01 th8 CIty cA Campbell, wtich
said agreement Is hereby referred to and made a part her8cll And. the CIty requira · guarantee from the
Prfncipat against detect1V8 materiB18 ana wol'krnaMhip in cannecllOn with theltl'Mint8lw1cL
Now. therefore. the Prfnclpll agrew thIt It shall make.u fIPBinI or ~ nee. i T.... Y during
the periad eX ~year from the date at ~ of the \NI,nacl work. t1f nJUOn d d8fiIIaM .......
or workmanShiP in connecIion wiIh the cantnICt. If ttlOI8 d8f4lCtiYe rnaa... ex wcr'.cmanship occw wiNn
that J*iod, the CIty ahaIl give the ~ and S~ wrilt.. nadce of that dIHcI within S] dayI after
(fiSCOV8ry. When each replacamenlls made to the ..ifit'dIOn of the CIty, ttw obIlgldIon of 1hI prh:iprd
and S~ shell be diecharged .. to thai r~ CXhIIVJise to ...... in 11M farce end efi8CI.
Any repairs or replacemeru made waerthie bond shall In like II18I1MI' be subject to the t8m1I and
condldcns of It.
No pl1lpayment or delay in payment and no changBS. extsllsions. addition or alteration d any
provision at said contract or In eny plans and specIk:Idion8 IMlIfifed to herein. and no forbesnInCe on the
part eX the C'tty ehall operate to rei... the SlnlY from IIabUity on this bond, and cor.-1t 10 I1IIk8 such
aIt8rBtiOns without further notice to or consa by the Sl.J'IItY Is herebY gMIn, and th8 SurelY hereby....
the provisionS of Section 2819 of the Civil Code at the SIaI8 of CaIIomiL
In witnesS. the parties have 8X8Cut80 this agreem- as at
May 2
19 94
r __
CitY C181tc
(Pt.napal) ~ome De
.~
'-.,'
By
TIle
111\; .
Attest:
Appraved for the Cly of Campbell
By
11de
(Surety) American Home Assurance Compar.y
By ~1~~.'
Elaine S. Hunt, Attorney-iu-Fa~t
(AccOmPB"Y this band with ~.tt~-in-.~'
authOritY from SUrIty to BX8Ci.1t& the bc:Id,
certfi8d to include thII date of ~ bonD.;
1'I:(lDnnac.dgg(rnp)pg8
Bond No. 120101
American Home Assurance Co ~ny
National Union Fire Insurance Company of Pittsburgh, Pa.
Principal Bond Office: 70 Pine Street, New York, NY 10270
POWER OF ATTORNEY
No. 07-8-03603
KNOW ALL MEN BY THESE PRESENTS:
That American Home Assurance Company, a New York corporation, and National Union Fire Insurance Company of Pittsburgh.
Pa., a Pennsylvania corporation, does each hereby appoint
---William D. Greentbal, Edward L. Webster, .Jr.. Eugene Oberdorfer. II, Elaine S. Hunt: of Atlanta, Georgia---
its true and la\vful Attomey(s)-in-Fact. with full authority to execute on its behalf bonds, undertakings, recognizances and other
contracts of indemnity and writings obligatory in the nature thereof. issued in the course of its business, and to bind the respecti\c
company thereby.
IN WITNESS WHEREOF. American Home Assurance Company
have each executed these presents
~\.
(.~ I' \~.
~...... 'i
1 : "':J . ~
.::. ,{'I; ',., _j
',t;t..,.,~~:"';-J
.~~
:Uld National Union Fire Insurance Company of Pittsburgh, Pa
this~aay of August. llJ~0.
J<t ~
William D. Smith, President
STATE OF NEW YORK }
COUNTY OF NEW YORK }ss.
On this 24th day of August,lSllJ3 before me came
the above named officer of Americ:ndome Assurance
Company and National Union Fire Insurance Company of,'i: ' I
Pittsburgh, Pa., to me personally known to be the individual ""',,,. '- (
and officer described herein, and acknowledged that he J'J,,;,' "ri ," i J~ "'c,-,:,"'"',,
executed the foregoing instrument and affixed the seals Of":i:c:' F:so 'Cl 'k..' ,,' _.. C:!IV
said corporations thereto by authority of his office, ~:cmmISSi)11 ;'~:r~5 ':':C0<)r : 1",--':',
CERTIFICATE
Excerpts of Resolutions adopted by the Boards of Directors of American Home Assurance Company and National Union Fire Insurance Company of
Pittsburgh. Pa. on May 18, 1976:
"RESOLVED, that the Chairman of the Board, the President, or any Vice President be, and hereby is, authorized to appoint Attorneys-in-Fact to represent
and act for and on behalf of the Company to execute bonds unctertaking:s. recognizances and other contracts of indemni~' and writ;ngs obligatory in th~ ~:t'Jre
thereof. and to attach thereto the corporate seal of the Company, in the transaction of its surety busmess:
"RESOLVED, that the signatl!re~ and attestations of such officers and the seal of the Company may be affIXed to any such Power of Attorney or to any
certificate relatmg thereto by facsimile, and anv such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and
binding upon the Company when so affixed "'lth respect to any bond, undertaking, recognizance or other contract of indemnity or writing obligatory in [he
nature thereof:
"RESOL VED, that any such Attorney-in-Fact delivering a secretarial certification that the foregoing resolutions still be in effect may insert in such
certification the date thereof, said date to be not later th..n the date of delivery thereof by such Attorney-in-Fact."
I, Elizabeth M, Tuck. Secretary of American Home Assurance Company and of National Union Fire Insurance Company of Pittsburgh, Pa. do hereby certify
that the foregoing excerpts of Resolutions adopted by the Boards of Directors of these corporations. and the Powers of Attorney issued pursuant thereto, are
true and correct. and that both the Resolutions and the Powers of Attorney are in f)-lll force and effect.
IN WlTh'ESS WHEREOF. I have hereunto set my hand :Jlld affixed the facsimile seal of each corporation
lhis 2nd dayof May ,19 94
-av~ /Y[ /f d_
() Elizabeth M. Tuck, Secrelary
\I
Of' c.4-it
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CITY OF CAMPBELL
Public Works Department
FINAL NOTICE
August 16, 1995
~s. Jeanette ~cLain
Home Depot
601 So. Placenta Avenue
Fullerton, CA 92631
SUBJECT: PERMIT NO. 92-115
LOCATION: 480 E. HAMILTON AVENUE
ONE YEAR ~AINTENANCE - DEFICIENCIES
Dear ~s. ~cLain:
As previously reported, the City of Campbell has made a one year maintenance inspection of
subject Public Works improvements. There are deficiencies that must be corrected before the
City can release your maintenance surety in this matter. Another copy of the deficiency list is
attached. If these deficiencies are not corrected within 30 days, we will be forced to contact
your surety to have this work accomplished.
Please contact me at (408) 866-2165 immediately to coordinate the correction of these
deficiencies. Upon satisfactory completion of the corrective work, we will release your surety.
Randy West I
Public Wor s Inspector
,r;-
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RMH
Attachment: Deficiency List
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D.r.~ P<r0-.:s (7ff) 52-(,- 7'52.-5
~)( (7//f) 5U - ~'57 ~
cc: Suspense - 30 days
h:92-115.fin(mw)6.0
tJe T€' I fA;! /~ WAr .{J~ -1& ~O'();A" {)vkillS "A
r/njtyr; c5 CJ.'/(j...~
-,fIN
70 North First Street, Campbell, California 95008,1423 ' TEL 408,866,2150 ' 1;NL408,379,2572 . TOO 408.866.2790
. L'/.t;W PW FAX #
~08.376.0953
DEFICIENCY UST
PERMIT #92-115
Home Depot
480 E. Hamilton Avenue
Campbell, CA 95008
1. Sawcut overcuts at all trenches need to be resealed with crack filler.
2. The rock wheel trench under the stop bar for westbound Hamilton Avenue east of
Almarida has failed. Remove damaged asphalt concrete, recompact trench backfill as
necessary, repave and replace thermoplastic crosswalk stripe.
3. The thermoplastic crosswalk striping at the main entrance at Almarida is not adhering to
the concrete and must be replaced.
h:92-115(mw)6.0
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-'CH A Il'"
CITY OF CAMPBELL
Public Works Department
June 7, 1995
Ms. Jeanette McLain
Home Depot
601 So. Placenta Avenue
Fullerton, CA 92631
SUBJECT: PERMIT NO. 92-115
LOCATION: 480 E. HAMILTON AVENUE
ONE YEAR MAINTENANCE - DEFICIENCIES
Dear Ms. McLain:
The City of Campbell has completed a one year maintenance inspection of subject Public Works
improvements. There are deficiencies in the work which are indicated on the enclosed One Year
Maintenance Inspection Report. These deficiencies must be corrected in accordance with City
standards before we can release your maintenance surety in this matter.
Please contact me at (408) 866-2165 to coordinate the correction and inspection of these
deficiencies, or if you have any questions. Upon satisfactory completion and final inspection
of the corrective work, the City will release your surety.
?f:IY, taf/
~~t!t
Public \V urks Insp~ctor
~((
Attachment: Deficiency List
cc: American Home Assurance Co.,c/o Hogg Robinson of Georgia, inc., Attn: Ms.
Elaine Hunt, 4370 Georgetown Square, Atlanta, GA 30338
Suspense - 30 Days
h:92-115(mw)6.0
70 North First Street' Campbell, California 95008.1423 . TEL 408,866.2150 ' FAX 408,379,2572 ' TDD 408.866,2790
DEFICIENCY LIST
PEFU\1IT #92-115
Home Depot
480 E. Hamilton Avenue
Campbell, CA 95008
1. Sawcut overcuts at all trenches need to be resealed with crack filler.
2. The rock wheel trench under the stop bar for westbound Hamilton A venue east of
Almarida has failed. Remove damaged asphalt concrete, recompact trench backfill as
necessary, repave and replace thermoplastic crosswalk stripe.
3. The thermoplastic crosswalk striping at the main entrance at Almarida is not adhering to
the concrete and must be replaced.
h:92-115(mw)6.0
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CITY OF CAMPBELL
Mike O'Donnell
Brian Kangas Foulk
540 Price Avenue
Redwood Oty, CA 94063
SUBJECT: FINAL INSPECflON AND ACCEPTANCE
PERMIT 92-115
LOCATION: 480 E. HAMILTON AVENUE
PERFORMANCE SURETY: AMERICAN HOME ASSURANCE
COMPANY; BOND #092579
Public Works Department
May 10, 1994
Dear Mr. O'Donnell:
We have made a final inspection of subject public works construction and find it
acceptable and in conformance with the Oty standards. Accordingly, the City Engineer
hereby accepts the improvements.
As noted in our letter dated December 8, 1993, you are responsible for the repair and/or
replacement of all work done should any failures occur within one (1) year from the date
of said letter. We will inspect the work within one (1) year and advise you whether or
not maintenance is needed.
We have received your Maintenance Bond for $122,250.00 and hereby release your
Faithful Performance and Payment Bond. All refundable cash deposits have previously
been refunded, therefore, no additional paperwork needs to be processed at this time.
Sincerely,
~ 7) IJ~~~
//;:n - M. Bollier
City Engin.eer
~~
JMB:MAF:RW:mw
cc: American Home Assurance Co.,c/o Hogg Robinson of Georgia, Inc., Attn: Ms.
Elaine Hunt, 4370 Georgetown Square, Atlanta, GA 30338
Home Depot, Attn: Ms. Jeanette McLain, 601 S. Placentia Ave., Fullerton, CA
92631
Breton Construction, 2 Corporate Park, Irvine, CA 92714
Suspense - 11 months
Permit #92-115
70 North First Street. Campbell, California 95008,1423 ,TEL 408.866,2150, FAX 408,379.2572. TDD 408.866.2790
r:~ 92. -/IS
601 S. Placentla Avenue · Fullerton, CA 92631
(714)738-5200
<e>
RE C E IVE D
MAY - 91994
VIA UPS OVERNIGHT
May 9, 1994
PUBLIC WUKj(~
ADMINISTRATION
Dear Randy:
Pursuant to your instructions, our bonding company,
American Home Assurance Company, has prepared the enclosed
original Bond for Faithful Performance of Maintenance Period No.
92-115 in connection with the Home Depot located at the above-
referenced site. Such Bond should satiSfy the city's
requirements necessary to release Home Depot's Faithful
Performance and Payment Bond No. 092579 dated as of May 15, 1992.
Please complete the release documentation and forward it to
American Home Assurance Company, c/o Hogg Robinson of Georgia,
Inc., 4370 Georgetown Square, Atlanta, Georgia 30338, Attention:
Ms. Elaine Hunt, with a copy of such release to me.
Please let me know what steps Home Depot needs to take
in order to be refunded its $19,560 cash deposit, plus interest.
Thank you for your attention to this matter. If you
have any questions regarding the enclosed, please call me at
(714) 526-8559.
Sincerely,
J nnette McClain
Legal Assistant
jm
Enclosure
cc: Ms. Elaine Hunt
Mr. Dennis Goughary
USA
QSe5?USC3M
Proud Sponsor
C3/Sl/94 11:.as
"408 319 2~72
CITY OF CaPBELL
iii 003
"
'':) / . i/-
7,:"/ I )
I
,)
/-- .
.~
Bond No. 120101
./,.
-- / - P'1/
, ../I<r( .-..-"
PermitjProjcct #: 92-115
BOND FOR FAITHFUL PERFORMANCE OF ~ANCE PERIOD
We, the undersigned Home Depot U.S.A., Inc. . (her.llllft. "P~' and
American Home Assurance Company .acorpandlonarganlZldunder1helawsaf1h8St.lmof
New Yo r k . -' and authoriZed to ttansIICt buIIMa In the stabt d QIlIorniL as SUrety, am
obIJgaled to the cay of ~. ~L~ ~ carpoNIIan under1he Iawa d tIw SlIM
o e un re w n y t 0 ~ u~ncr~
of California, In the sum of e ; ~ tv 0 Y~a- --- - - DoI8ra ($1 'J? 'so 00- i far me payrIW1r
d which sum we obIlgare 0InIIIvM and our suooeIlmI and "gna. joinIy ... severally by the fdIawIng
prcwIIions:
The condition d this 0bI1gadcn is that the PrIncIpIII entered. or Is abcU to ener, Inro a c:edU1
writI8n COubcaA with the City daIm February 5 . 18 92 and .....dIbd Pmjecr/Pennil
# 92-115 for a one year malnterwnce pertod rA the wortc de.A1)ed In &Bid agreemerl. a 1IU8
and COITBCI: copy at which 18 pr8I8I1dy on fl. in the afftce ot the CIty a.nc ~ the aty 01 Campbell. wtich
said aweernem Is hereby referred to and made a part ~ And. the CIty ~ a guar&ntee from die
Prfncipai against deh1ct1v8 materials ana workmanship In c:annealk:ln with thai ~
Now. therefore, the Prfncipll agreee that It shall mBk8... ,.,... or rl~.tacem8UI. MCnn, y during
the period d on~year from the date of acceptance of the ~ lb-t wort. by I'8aCXI d tS8f8cdv1l1111e1t11a
01 workmanship in connecdon wiIh Ih8 cantnIct. If those d.ec1iV8 nwa.iIIa 01 wcr.cmanship occu wMI'M
hi period, the CIty IShaII give the PrlncIpm and Sc.nty wriltm I'ICIdce d thIl d8fecI within fIJ dayI ....
dIIcov8ry. When each repIacamenr Is mid. to the 8I1I&facdon c:A the cay, the obligation d 1118 Prh:ip&I
and S&nty shell be di8ch8rged .. tel th8t ~ ather.'tise to ...". in U force and eff8cL
Any repairs or f8IDcemenIS made maar t* bond IhIIIIIn like III8IU18I' be subject to the I8nnS and
condltiOl'18 of it.
No Pl'lpayment or delay in payment and no chang8s. extlllIians, addllan or aJterdon d BY
prcNision of said contract or In erry plane and specIIcatIoI. .....ued to....n. and no bbesr4ll1Ce on che
part of the cay ehaII operate to rei... the SlRlY frDm IIIIbiIIy on this bond, and cons.tt 10 mID such
alterBlions without further notice to or cons.1t by the SInIy Is hereby given, and 1he Surety hereby.....
the provisions of Section 2819 01 the Civil Code of the SIat8 of CaIIomia.
In witness, the parties have 8XKut8d this agreemenl as at
May 2
, 19 94
Attest:
(PrtncIJB) ~ome De
~
By'
TIle
Il1c.
City Cl8I'tc
By
(Surety) American Home Assuranc.:: Compar.y
By, ~J~
Elaine S. Hunt, Attorney-ia-Fact
Approved for the CIy of Campbell
(Accompany 1hII bOnd wtth ;.tt~1
authority from santy to exectca the bc:1d.
certifi8d to include the date of ~ bonci.;
TIde
h:OOlltrllCl&.dgg(mp)pg8
"
Bond No. 120101
American Home Assurance Ct .Jany .
· National Union Fire Insurance Company o'fPittsburgh, Pa.
Principal Bond Office: 70 Pine Street, New York, N.Y. 10270
KNOW ALL MEN BY THESE PRESENTS:
POWER OF ATTORNEY
No. 07-B-03603
That American Horne Assurance Company, a New York corporation, and National Union Fire Insurance Company of Pittsburgh,
Pa., a Pennsylvania corporation, does each hereby appoint
-William D. Greenthal, Edward L. Webster, Jr., Eugene Oberdorfer, IT, Elaine S. Hunt: of Atlanta, Georgia-
its true and lawful Attorney(s)-in-Fact, with full authority to execute on its behalf bonds, undertakings, recognizances and other
contracts of indemnity and writings obligatory in the nature thereof, issued in the course of its business, and to bind the respective
company thereby.
IN WITNESS WHEREOF, American Horne Assurance Company and National Union Fire Insurance Company of Pittsburgh, Pa,
have each executed these presents
this.1Ldayof August, 1993,
/- /
,---:::7/ // .<< / ,/
_ ;'-%:;--2/ /d(~~,~-~-
WilliarnD. Smith, President
STATEOFNEWYORK }
COUNTY OF NEW YORK }ss.
1/
/ )
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, ~ L-;~ ./-''' I { ,.___-("" /
I ( ~ , ,
\
,--/
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On this 24th day of August,192l. before me carne
the above named officer of American Horne Assurance
Company and National Union Fire Insurance Company of PAutme K. WILUAMS
Pittsburgh, Pa., to me personally known to be the individual Notaty Public, State of New York
and officer described herein and acknowledged that he . . No: 31-4972606
. . ' Quahfoed on New York County
executed the foregomg mstrument and affixed the seals llfertifica'~ filed in New York County
said corporations thereto by authority of his office. CommISSion Expires Oc:tober 1, 191
CERTIFICATE
Excerpts of Resolutions adopted by the Boards of Directors of American Home Assurance Company and National Union Fire Insurance Company of
Pittsburgh, Pa, on May 18, 1976:
"RESOLVED, that the Chairman of the Board, the President, or any Vice President be, and hereby is, authorized to appoint Attorneys-in-Fact to represent
and act for and on behalf of the Company to execute bonds, undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature
thereof, and to attach thereto the corporate seal of the Company, in the transaction of its surety business;
"RESOLVED, that the signatures and attestations of such officers and the seal of the Company may be afftxed to any such Power of Attorney or to any
certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and
binding upon the Company when so affixed with respect to any bond, undertaking, recognizance or other contract of indemnity or writing obligatory in the
nature thereof;
"RESOLVED, that any such Attorney-in-Fact delivering a secretarial certification that the foregoing resolutions still be in effect may insert in such
certification the date thereof, said date to be not later than the date of delivery thereof by such Attorney-in-Fact."
I, Elizabeth M. Tuck, Secretary of American Home Assurance Company and of National Union Fire Insurance Company of Pittsburgh, Pa. do hereby certify
that the foregoing excerpts of Resolutions adopted by the Boards of Directors of these corporations, and the Powers of Attorney issued pursuant thereto, are
true and correct, and that both the Resolutions and the Powers of Attorney are in full force and effect.
IN WITNESS WHEREOF, I have hereu~to set my hand and affixed the facsimile seal of each corporation
this 2nd
May .19~
tU.. ./f~
Elizabeth M. Tuck, Secretary
. "
CITY OF CAMPBEll
70 NORTH FIRST S~REET
CAMPBELL. CALIFORNIA 95008
(408) 866-2100
FAX # (408) 379-2572
Department:
PUBUC WORKS
December 8, 1993
Brian Kangas Foulk
Attn: Mike O'Donnell
540 Price Avenue
Redwood City, CA 94063
SUBJECf: FINAL INSPECTION AND ACCEPTANCE - PERMIT NO. 92-115
LOCATION: 480 E. HAMILTON AVENUE
PERFORMANCE SURETY: EMPLOYER'S INSURANCE OF
WAUSAU, SURETY #205125055108
Dear Mr. O'Donnell:
We have made a final inspection of subject Public Works construction and find it
acceptable and in conformance with the City standards. Accordingly, we will
recommend the acceptance of the work to the City Engineer.
.,
You are responsible for the repair and/or replacement of all work done should any
failures occur within one (1) year from the date of this letter. We will inspect the
work within o~e (1) year and advise you whether or not maintenance is needed.
Upon receipt of your warranty surety in the amount of $122,250.00, your faithful
performance surety will be released. The cash deposit of $19,560 plus any interest
due will be returned to Home Depot.
Since~/I S' /hI.
~~~.L~
Michael Fuller
~tant Engineer
cc: Employer's Insurance of Wausau, Surety Dept., 2000 Westwood Dr., Wausau, Wisconsin 54401
Breton Construction, 2 Corporate Park, Irvine, CA 92714
Home Depot, Ine. P.O. Box 723015, Atlanta, GA 30339
Suspense - 11 months
Permit #92-115 h:92-115(mp)
""\
CITY OF CAMPBELL
70 NORTH FIRST STREET
CAMPBELL. CALIFORNIA 95008
(408) 866-2100
FAX # (408) 379-2572
Department:
PUBliC WORKS
December 8, 1993
Brian Kangas Foulk
Attn: Mike O'Donnell
540 Price Avenue
Redwood City, CA 94063
SUBJECT: FINAL INSPECTION AND ACCEPTANCE - PERMIT NO. 92-115
LOCATION: 480 E. HAMILTON AVENUE
PERFORMANCE SURETY: EMPLOYER'S INSURANCE OF
WAUSAU, SURETY #205125055108
Dear Mr. O'Donnell:
We have made a final inspection of subject Public Works construction and find it
acceptable and in conformance with the City standards. Accordingly, we will
recommend the acceptance of the work to the City Engineer.
.';,-
You are responsible for the repair and/or replacement of all work done should any
failures occur within one (1) year from the date of this letter. We will inspect the
work within one (1) year and advise you whether or not maintenance is needed.
Upon receipt of your warranty surety in the amount of $122,250.00, your faithful
performance surety will be released. The cash deposit of $19,560 plus any interest
due will be returned to Home Depot.
Since~/J C) ~J.
P/1~1.ctlf ."t~
Michael Fuller
~tant Engineer
cc: Employer's Insurance of Wausau, Surety Dept., 2000 Westwood Dr., Wausau, Wisconsin 54401
Breton Construction, 2 Corporate Park, Irvine, CA 92714
Home Depot, Ine. P.O. Box 723015, Atlanta, GA 30339
Suspense - 11 months
Permit #92-115 h:92-115(mp)
\ ",
Address:
i ::tl
HOME DEPOT
Line 1:
Line 2:
P. O. Box 723015
City: A~hnh
State: GA Zip: 30339
Description: Ref Decosit/Permit No: 92-115
'),~
INTEREST EARNED
Exact Amount Payable: s lq.~~n nn
ACCount Number: 001.00.905.4662
001.05.540.4448
, LOCATION: 480 E. Hamilton Avenue
DATE AND NO. OF RECEIPT: 6/5/92 '42512'
Cash Deposit
PURPOSE:
/)f{a~
Ti t 1 e: As st. Enaineer
Requested by:
Approved by:
Verified by:
Ti t 1 e: Ci ty Engineer
Date: 12/8/93
Date: 12/8/93
Titl e:
Date:
SPECIAL INSTRUCTIONS FOR HANDLING CHECK:
,Mail as is
Return to: J.. W,
(Department)
Mail in attached envelope
MIkE FLllL€e.
(Name)
Other:
Rev 11/21/91
Brian Kangas Foulk CONS\_ ,NG ENGINEERS
7 Z-/IS-
[L[guu[g C\, j) U; uOO~U\JJ ~ ~ DulY ~[L
D 540 Price Avenue Redwood City, CA 94063 415/365-0412 FAX 415/365-1260
D 1990 N. California Blvd., Suite 250 Walnut Creek, CA 94596 510/937-6202 FAX 510/937-6260
D 981 Ridder Park Drive, Suite 100 San Jose, CA 95131 408/436-7500 FAX 408/436-1194
D 22320 Foothill Blvd., Suite 360 Hayward, CA 94541 510/581-1070 FAX 510/582-8243
RE:
DATE
TO
~ ttl-Mfg~L-
J1Jbl tJ ti~tZl (\l L '/
70 ~()~1~ (lf2I7( ~/~T
[b.Mp'r7t/t, L 0lt\ 0; r; 00 ~
o Shop drawings
o Photocopies
o Prints
o Change order
o Plans
o Samples
the following items:
o Specifications
WE ARE SENDING YOU 0 Attached 0 Under separate cover via
o
COPIES
DATE
NO.
\
THESE ARE TRANSMITTED as checked below:
o For approval
o For your use
o As requested
o Approved as submitted
o Approved as noted
o Returned for corrections
o For signature
o Resubmit
o Submit
o Return
copies for approval
copies for distribution
corrected prints
o For review and comment 0
o FOR BIDS DUE
19
o PRINTS RETURNED AFTER LOAN TO US
REMARKS
1\7
~U~fr.,-J1
I f\.1 '(('jJ~ Lt--ffep/ or--
~DV~~ru- ~4.r-I'1J '7
RECEIVED
BEeir21993
COpy TO
PU",L,t. '. i ',_ "
~DMINISTRATlOi\.
SIGNED:~.c- O~ ChU1J~l....--
REV. 08/91
If enclosures are not as noted, kindly notify us at once,
CITY OF CAMPBELL
70 NORTH FIRST STREET
CAMPBELL, CALIFORNIA 95008
(408) 866-2100
FAX # (408) 379-2572
DepartmentPublic Works
November 24, 1993
Brian Kangas Foulk
Attn: Mike O'Donnell
540 Price Avenue
Redwood City, California 94063
Subject: Permit Number 92-115 - 480 E. Hamilton Avenue
Dear Mr. O'Donnell:
Enclosed please find one copy of red-lined as-builts for the above project. Please make the
noted changes and return one set of xerox mylars, along with the enclosed red-lines, to this
office. If you have any questions, please do not hesitate to call me at 866-2158.
Very ~y~s, d/
ijaztr~Z/ytY{mf
Michael A Fuller
Assistant Engineer
Enclosure: Check Prints
File: Permit No. 92-115
; Brian Kangas Foulk CON:. ,-I NG E NG I NEE RS
'7 z - / / '::
[L~uu~u~ ~[? u~~~@[t::V1]Ouu~[L
0540 Price Avenue Redwood City, CA 94063 415/365-0412 FAX 415/365-1260
01990 N. California Blvd., Suite 250 Walnut Creek, CA 94596 510/937-6202 FAX 510/937-6260
0981 Ridder Park Drive, Suite 100 San Jose, CA 95131 408/436-7500 FAX 408/436-1194
022320 Foothill Blvd., Suite 360 Hayward, CA 94541 510/581-1070 FAX 510/582-8243
RE:
DATE
TO
~ ~~~II~~r/l;L,
7 () ~lott{ H-6r01 ~1(lf.:~~
LAMpev~l/ I [JIA OJ rtDOf)
D Shop drawings
D Photocopies
D Prints
D Change order
D Plans
D Samples
the following items:
D Specifications
WE ARE SENDING YOU D Attached D Under separate cover via
D
COPIES
DATE
NO.
THESE ARE TRANSMITTED as checked below:
D For approval
~ For your use
D As requested
D Approved as submitted
D Approved as noted
D Returned for corrections
D For signature
D Resubmit
D Submit
D Return
copies for approval
copies for distribution
corrected prints
~For review and comment D
D FOR BIDS DUE
REMARKS~ YOUtZ. t2-~y[ ~J
f7~J>.,^/IIJ&~ p~
I LL:2J c; ;-J
19
D PRINTS RETURNED AFTER LOAN TO US
t1.J~ ~-'B1)I(~
L Dt 1 Ii I~\:('I {)N (0 r----
b0) t7
o () fZ-
OJM~A f'0.-1~~
-1~ ~----r~10~[I~./
,R E-c-E--t-v E D
NOV 151993
Pi,'
vtJ/./C '1'1
I:\OM'N.STR' ~,("'.:.
AT/Of\>:
COpy TO
SIGNED: 11.rJi/ D I [7()/---ll\ e v l
/
REV. 08/91
If enclosures are not as noted, kindly notify us at once,
~reton
construction inc.
October 27, 1993
Mr. Ed Gomez
CITY OF CAMPBELL
70 North First street
Campbell, CA 95008
via Mail
RE: Home Depot store #642
480 Hamilton Avenue
Breton Job #1799
RECEIVED
NOV 11993
PUBLIC Wo..,
AOu /{f(~
,"'NISTRA TlON
Dear Mr. Gomez:
Per your Preliminary Inspection Report/Deficiencies Listing of
July 15, 1993, we submit the following, certificates of
compliance of materials for:
Planting & Irrigation Materials (Are forthcoming).
Reinforcing bars #4, including proof of purchase.
Manhole vertical sections, cone sections, manhole caps, and
grade rings. Reinforcing steel and installed manhole steps
for the precast manhole sections.
12" C1.V and 21" , 15" & 18" Class II reinforced concrete
pipe.
8-3Pc Curb Inlets.
3-2pc Field Inlets, including galvanized items.
Concrete certifications.
steel products for traffic lighting standards.
Certificate of compliance for miscellaneous metals.
Traffic signal cabinets and controllers.
Vehicle and pedestrian signals.
Framework.
Pedestrian push-button assemblies.
We hope that the above meets with your requirements. Should you
require any additional documentation or should you have any
questions, please feel free to contact our office.
sincerely,
BRETON CONSTRUCTION, INC.
m~ ~ban
Senior Project Coordinator
New Construction
Enclosures
MU001.027
4631 Teller Avenue. Newport Beach, CA 92660 · (714) 660-9400 · FAX (714) 975-1690
Arizona lie. # 01-093193. Nevada lie. # 0033433 . California lie. # 317535 · Utah lie. # 252270 · Washington Lie. # 601380204
OCT-20-93 WED 15:18
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Bay Area
Concretes.
Inc.
510-651,6020
Post Office Box 1728
4179 Business Center Dr.
Fremont, CA 94538-0172
FACSIMILE 510.651.0936
Contractor's Lice-nse #24'2104
BAY AREA CONCRETES, INC,
FAX NO, 510 651 0936
p, 01
Oct 20,1993
Mr. Irwin Kaiser
Breton Construction, Inc,
Irvine, Ca
Fax # (714) 975-1690
Dear Irwin:
We have attached certification of the #4 Reinforcing bar we
purchased for the Home Depot job in Campbell. Purchases
were made pm 4/2, 4/5,417, and 4/12, 1993. Proof of purchase
is enclosed as well as detail & specification.
OCT-20-93 WED 15:19 BAY AREA CONCRETES, INC, FAX NO, 510 651 0936
PJ'S CON~- SUFF FRX ~10-490-~107
rfUIlt. ""..null IIIU ."""10 """)~\OII"UlllI Il. _II., "';01 ........
fa: r.J,I$ UlffKllIt ",1118-498-3187
REPORT Of MECHANICAL l CWEMlCAl TESTS
SA~MON 8~Y STEEL CORP. DATE ~IIJ/~3
Z~24 S.M. ANDOVER ST. - P.O. ao~ 16$95
$E~TTLt ~ 9811' - ~99S
C LlENT
~EeIFICATION
MATERIAL REINFO~CIHG STEe~ CON'C.MIN6 TO ASiH ~-615-9U
PURCHASE OROtR JOe NO
77
p, 02
t-'Hl:iI::. W
II. .....,,)01 ....' 'I 1!f'1
M2 Dr "3
_________.___.~~_~M_____~..w..r-------------...----------~-~~"-~---______________~.~.R..-~-____________~~___~_MM_____~~.~.~M______
MECHANICAL TrSTS CHEMICAt TESTS ijT PART WA ~T
GRADE HEAT ICl sIll VIELD PSI TENS PSI ELONGI BEMl C ffi S P SI I NO CE
____...........____...___M.-__....III....-.____...--...........-----...-...........' .. ....,.. ......_...___.._...______._____........._----......_., .. ,.___J...........~..______ -----.....
GR 60 EEl97 . 5 REBAR &~,~30 1\Jil,B0e 13.9 O~ .31 1.18 .1I32 .0H .190 '1.90~
GR &B ~15 . S R~BAR 67,428 186,130 11.1 Ok .39 1.12 .038 .815 .19a ..ael
GR 6e VM&7& . 5 REBAR 70,97~ 119,030 '.1 O~ .3~ 1.1S .839 .021 .190 S.ODL
~ ~G ECl76 I. REBAR 59,89B 82,5ee 17.~ OK .23 1.3+ .9aa .812 ,17a 4.0DL
GR ~9 iCSt, . 4 REBAR 62.eea 86,~U la.6 O~ .25 .7: .OZ8 .Ol& .1!1 3.0DL
WE tERTJFY THAT THE AHOY( MATERIAL HAS BEEN PRODUCED IN l~E U,S.A. ~ROM OOMES1!C BILLETS.
CERTIFIEO BY SALMON BAY STEEL CORP
QUALITY AS$URANCE G. GIRAL~O PER
.59
.60
.62
.43
.4~
I
f
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OCT-20-93 WED 15:19
BAY AREA CONCRETES, INC.
FAX NO, 5IB 651 0936
P. 03
,
.
Phone: (510) 490-0323
P.o. I
SALES ORDER * a79634
P.O. BOX 1728
ALMARIOAfCAMPBELL
PMT TERMS: NET 10THPROX
CARO/CHECKi
MB440
REBAR *4-40 GR/150
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M:(SC.
O!SCOUNT
forAl SALE
COMMENTS: AlMARIOA/CAMP6E~~
.....-.....:..:...-' ,
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OC1-20-93 WED 15:27
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Bay Area
CDnc.etes,
Inc.
510-651.6020
Post Office Box 1728
4179 Business Center DL
Fremont, CA 94538-0172
FAcsIMILe 510.651.0936
Contractor's license ;//242104
BAY AREA CONCRETES, INC.
FAX NO, 510 651 0836
P,Ol
Oct 20,1993
Mr. Jrwin Kaiser
Breton Construction, Inc.
Irvine, Ca
Fax # (714) 975-1690
Dear Irwin:
We have attached certification of the #4 Reinforcing bar we
purchased for the Home Depot job in Campbell. Purchases
were made pm 4/2,4/5,417, and 4/12, 1993. Proof of purchase
is enclosed as well as detail & specification.
;i
If we can be of further assistance, Please advise.
52~-..-.
Iy //"
/ ~~~~
/G ry .~~'"
ident
OCT-20-93 WED 15:27
BAY AREA CONCRETES. INC. FAX NO, 510 651 0836
PJ'S C~r SUpp FAX 510-49€-3107
U'VII. ..,..",n "l" dU..... 1.....a..IWUlIlIl ... tilolo'V .IoN .....uu
la: ',J, JS UMfI1J 11 U,J-51H.31'?
mO~T Of MECHANICAL , CKEMICAL TESTS
~LMON BAY STEEl CQ~P. DA7E 4/iJ/~J
Z4Z4 ~,W. A~OOVER ST. - F,O, ~OX l&$'S
SE~TTlE ~ 9611& - ~S5
CL lENT
S,.~r.lf1(ATION
MArE~2AL RFINFO~trHG STEEL CONFORMING TO ASTM A~&15-90
PURCHI\SE ORDfll JOB NO
11
p, 02
F'Ar:iE 03
or. ...... ~oJ ..... r 'I t'"
"1. er M1
__...._____ ...._.._----............,....___.__'*.....-----610---...... _..___....-----_____________~.......... !IIIo......_ __....____________ ______..____..._... ...._...___.........,
MECHANICAL mT$ ()jEMICA\. rms IJT PA~T \oIA Sf
fiRADE HEAT ~ Szzr VI[LD PSI TENS PSI ELONGS BEND C "" ~ P SI % NO Cf
____...................~........____....___._______..............._..""'loII.......__..._ _.. . ..-.------............ ..__....._______..____....._.._ .. '. , -..______....___...____ _____........
GR &0 E'E197 . S flE8AR 63,238 llill,899 13." OJ( ,39 1.18 .032 .1114 .ISD ",aIR
.59
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.60
GR 89 \hi?' · 5 REBAR ?I!l,S7a U1S,Il31l 9.... O~ ,J~ l.19 .a~~ .~Zl .19ft 5.~0L
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62._ .43
G~ 48 ICI" . 4 RE9AR 8&,511I 13.6 OK .25 .72 .OZ' .a16 .19& 3.00L
.43
WE CEAT1'V THAT THE ~OVE MATE~IAL HAS seEN r~ODUCfi 1M lhl U.S.A. ~ROM DOMEStIC elLLET~.
CERTIFI(O BY SALMON SAY STEEL CO~p
QUAL%TV ASSURANCE G. GIR~LDO PER
OCT-20-83 WED 15:28
BAY AREA CONCRETES, INC,
FAX NO. 510 651 0836
p, 03
...
..
49121-Gl323
P . o.
019634
P.o. BOX
PMT TERMS NET 10THPROX
CARD/CHECK,
M8440
REBAR #4-40 GR/l50
304
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Ir- ,_._._....,.....--.....~.........._....
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$.00
$.00
OISCOUNT $.00
TOTAL SALE $723.97
-'-.-..-.--,1----:--.--r-~~--'-~-..~-+-'~-..-....
SU8'TO'TAL' .'
. ,TPlX.
. F"Rf; t GRT
MISC.
COMMENTS
ALMARIOAjCAMPBELL
.--.-.....-...
OCT-20-93 WED 15:30
BAY AREA CONCRETES, INC,
FAX NO, 510 651 0836
p, 04
f.
,
~
.::~::
P.O. *
CUST ..
2945.2
8AYAREA
SALES. ORDER it
SLSPERSON
079688
CAMP8~lL
FREMONT,
--'-----:----. .-.-..-.-,.-,."..--.S4fs..:f-O T A .L
, ..,..'.,..,. "TA;:.
'.FREH~ H T
MISC.
OISCOUNT
TOTAL SALe
-':'.--"-:O;""~:'.-:-:.;-:':.-"'.~._"-"
, : .
------..... "...""...,.,...,._.~-
00T-20-93 WED 15:33
BAY AREA CONCRETES, INC.
FAX NO, 510 651 0936
p, 05
INVOICE *
P.O. ..
CUST * BAVAREA
SALES ORDER # 079794
SLSPERSON;
FREIIIONT~
CA
94538
;~l~1~~~1iW~::::~~,~i~ijJi!'i~i~~~:iiii:;:~;;;;~;l!:i!!i~!!ilij!i:
J.9 rfS;: 2.--"
%~~lllJ " ..., " ,..,,,_
:.~::;::::: \. ~. . ,,;, ~~li';C;(:It~~~;,~;':;*::,>l'$;cO;~\.~,.~$S't:'~ ~>''''~''~~.o)''~...<oJ~~'9'~'}s.$'' > ~C'
.. '"..:,':":';::;;:~::"":'
;:t,,~::~j:~:}!:(:!:~
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0J~~'~;,t:~~:i~i;~r~~:~~~~~~~~~r~:~:~~:~:f:~;;:~~::~;~:~;:~~~;:::~:;~;~~:::~;:::i,:i:r;;~:'~::;~:';~':;::;~i::;:;::~:;::':::~:;~ :::::~::~;"~::;:: '.~:;~,,:~:'~;,:;:~~:~;,~:::~;:;
", '.~ ',' o>:'~....;O,
WESTSIDE UNDERGROUND
4083789959
P.02
SEF-29-93 WED 10;-
HANGON ~ MXLPITAG
F.etl
HANSON CONCRETE
PRODUCTS,INC_
ONt; HANSON CouTlT . M ::.PITAS. C'A ~S03:; . (<1M) "C2"10~1 . rAX (~OO) eOa.o03G
",
Date:
&[1"'''3
~E: Manhole Specifioations
Hanson Conerote Products, Ino., docs hereby certify that all of
its' manhole vertical sections, cone sactions, manholo caps and
grade rin9S are manufactured aecordinq to th~ latest revision~
of ASTM Designation C-.79 And ~~SaTO Designation M-199.
Contraetorl
tJa.~I;1 De
UIJDe Vj ('~ lc.N D
Job I Location: /JoV'v\ 1: 'Dero T
w. also ce:rtify that. the reinforcemont steel nnd installod
mb~hole steps ara domestic and that all rn~nutocturlng processes
for the pre-cast manhole sections occurr~d in thQ United states
of America.
Sincerely, . ~
Hanson COhcr~tQ Produots, Inc.
WESTSIDE UNDERGROUND
4083789959
P.03
Sep.29 '93 16:39
Kf'\, J rICH-tiNTY
TEL 408-72.:.. ...199
Fl. 1
R,EINFORCIW
C;ONCRETi PIPE
Krlstlch - Monterey Pipe Co., Inc.
.
PLANT _n 225 B SALINAS ROAD
4Q8.7j!4.41~~,
FAX 4Cla.'724-4199
P,O. BOX, 60G
\JIATSONVIl.L~, eALlmr:lr~iA 9507i-Oe.r)fi
September 28, 1992
Westside Underground
18601 Vesaing Rd.
saratoga, Ca 95070
Attl Jilll
Rea Horne Depot Hamilton Ave.
Campbell ,Ca..
CERTIFICArE OF COMPLIANCE:
We certify that our 12" Cl.V and 21'15?18" Class III
reinforced dOhcrete pipe manufactured on a Bidirectional Bid!
Machine with Tongue & Groove mortar jointe has been duly tested
and doee complY1Yith ASTM C76 specitication$.
Respectfully Submitted,
Kristich-Monterey Pipe Co., Inc.
k2. ,
. --l~ II: ~ )
.
~ "If A'.. ~.-J
WESTSIDE UNDERGROUND
4083789959
P.04
4iZ1e-727-7?3~
LF'AEl
170 P02
5EP 30 '93 09:05
l
16;;0 ~RANT STReET' SANTA CLARA, CALIFORNIA 95050
(40e) 727-4e,40 . FAX (408) 727-7739' (SOO) S~S-4640
09-30-93
Westside Underground
1860 Uessing Road
saratoga, CA 95070
Re: 8-3Pc Campbell Curb Inlets: 3-2pc Campbell Field rnlets
Job; Home Depo Campbell
This is to certify that the above items were fabricated in aco-
ordance with the City of Campbell ~nd 9alv~niz.d items wer~ g~l-
. vsniz$d to ASTM A123 latest r$v1sion.
jml
~lM.
Jaek M.
JMP/mb
.""
1ft,.;:
WESTSIDE UNDERGROUND
4083789959
ROCK. SANO. CEMENT
eUll.DING MATERIALS
lv1ILPITAS MATERIALS CO.
TRANSIT MIX CONCREtE
1125 NORTH MILPITAS BLVD.
MILPITAS, GA 95035
SEPTEMBER 29, 1993
TO WHOM IT MAY CONCERN,
P.0S
(408) 262-0656
(415) 656.261 9
FAX (408) 942.0626
THIS LETTER IS TO CONFIRM THAT ALL THE CONCRETE USED ON THE
HAMILTON AVE. JOB FOR WESTSIDE UNDERGROUND WAS CLASS "A"
SIX SACK 3/4" MATERIAL; MEETING ALL STATE SPECiS.
IF ANY QUESTIONS ARISE PLEASE GIVE ME A CALL.
BEST REGARDS,
~~-t;)~
~ic A. WENDT
MILPITAS MATERIALS co.
'I...... _ .'."-.'~' '..... .' ._.r~
J.. ,.,;"., , _,._.....:..., 11_,,-
;:::~-1.::-:?::: :~:58 =-:::(111 ">4L.IY1Ci':7 li,.Uf:,-C:1E:
7C
~L..R
r.1:l';'
:it(f
VIII.MOtrr,
V.LMOII1' 'NDUSTRIES.INC.
20' CalifOfr'\ia Av~.
e~:,IvmClnl, CA 92223
(909) 845.01. 77
OCTOBER 12, 1993
INCEPtNDtNT ELECT~!C
2250 GALAXY COURT
CONCORD, C~. 94520
ORDER NUMBFl~
VALMONT ORnER
P~OJECT
El"ST22S7CD
4"044-92
HOME DEPOT, CAMPBE~L
I C&RTrFY THAT THE STEEL PRODUCTS USED TO MANUFACTURE THE
TRAFFIC LIGHTING STANDARDS COMPLIES WITH THE CALIrOlNIA
DEPARTMENT or TRANSPORTATION STANDARD SPECIFICATIONS DATED
JANUARY 1988.
I FU~THt~ CE~T!rY THAT, WHERE APPLICABLE, ALL
MANUrACTUR~NG PROCESSES FOR THE STEEL PROOUCTS OCCURRED IN
TH& UNItED STATES.
stNCERF;LY,
VALMONT INDUSTRIEs, INC.
~CU/
KAREN THOMFSON.
CtRTIFICATION SPECIALIST
. '
"
TI:m:.L F'. I(?
Ui,_I-J....::,I-l.:::':1_..:.' -.;.....:,. _10 rr"'.UI'1 t,L-r". I~Ht'.L...Hji....]~ '_on
I I_I
l. f U I '_"'_~':- I I ~_I._'
. ~':"'I,_'
':)(7 12 . g~ 15: ..11 eLI.;E t"":IR1:U: COF'F'.
F' \
. A
To : AL~
Aetu: Ingrid
BLUE CIRCLE CORP.
1245 MAOISON STReeT
FARAMOUNT, CALIF, 90123
(310) 53Hi7" · F~ (310) 531.8537
CiI:.tif.ica1io of Camp Iia n~e
For Miscellaneous Materials
rn Box Checkea if for CHC STOCK
1 certify that the materials listed below tompI)' in all respects with the material and
workmanship requirements of STANDARD PLANS & SPBCIFICA TIONS OF SECTION 86.
2.03 of the STATE OF CAUFORNIA aUSINESS AND TRANSPORTATION AGENCY,
DBPARTMBNT OF TRANSPORTATION dated July 1992,
Furthennore, I cerdfy that I am ai'l official representative for the manufactUrer of [hes~
materials I and where physical and/or chemic.allest requirements are part of the material
specification. the manufacturer has performed the necessar;' quality controls to substantiate this
certification.
Steiny & Co. Vallejo. CA Mark:
Quantity
2297-1G
M~ta.l DM~rjption
x~
S pee. 5/8"..1l X lS X 3" Calv. A-36 steel A1'lChol" bolt ....i~h two nuts an~ two washers ~
Bar L-~060 Nut L-929~
Spes. 111_8 X 36" X 4"
Oitto Bar L-9116 Nut t-9291
8 pes. 2" X 42" x 6"
Ditto Bar t-9116 Nut 1-9413
OUt' orde.r number 3.0303
.::&~~~k~
Title V. Pres.
Dat~ 10(12L93
o !2,~"I~~~!!~!!~!!sonics
- c~ !,'l,
t! _,I
., 1993
September 30, 1993
Ms. Lisa Bobbit
c/o Steiny & Co.
P.O. Box 3008
Vallejo, CA 94590
RE: City of Campbell (Hamilton & Almarita)
Dear Ms. Bobbit:
This letter is in referenc~ to recent inquiries concerning the
compliance of our traffic signal cabinets and controllers to the
state of California standard plans and specifications.
Any traffic signal cabinets and controllers sold by I.D.C.
Traconex/Multisonics for use in the state of California meet or
exceed the latest state of California's standard plans and
specifications criteria released in 1992. This specification
covers the type (P) cabinet as well as the type 90 controller
that vas supplied for the above mentioned job. In addition to
the state specification the supplied equipment also exceeds the
National Electrical Manufactures Association ( NEMA TS-1)
specification that has been in effect since 1983.
Although the two above mentioned specifications are stringent our
equipment meets and surpasses them vith ease.
If you have any questions at all, please call me at (408) 955-
9192 and I will be happy to assist you.
Sincerely,
Ron Hernandez
Territory Sales Manager
KOYl
RH/ms
575 Dado Street. San Jose, CA 95131 . TEL (408) 955-9192 . FAX (408) 955-9241
770 P01 SEP 28 '93 09:14
- - - ~ -- ~.. ~'. .. . . .. . . - :~~~':':"-'': ~1'~"". . .'. _ _ _ :~~~:!t~:~.. ..!~.... _ ~!':'~~ _ _!t! _ _ i:1:_'_j~_ _ _ _. _ _ ~~i1'. ......... _.... _ _ '. _ _ _ _
i!~-'8-01 1':0,1'1 qr
u... ~ .;J ~ 'oJ..;" r~.Jl
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. U I I ,r ~ 'I' J ~. I'."! I "
.. ~.., ...'. .\,... ,;..... Vw
.. " 10!
: ..1 I
McCAIN
TRAFFIC
SUPPLY.
9;;t21'-~ 93
t
CUI'J'O).{BI. 51.?; N~ f Co
62.;;>17 .. S-6-
P.O. NlJNBBI TO
CONTJlACr' ;?~ or C4Y'iP-'3~
LOT NUMBla
DAti
~.
/fJrN ; l-lsA l)oI5BJ:.5J
;-/;9H/~iOl/ e 4L1'14e.../D4
1 L II II I r 1.. 1f
CEI1.TmCATB or C:OMJILJAHCB
I
I cedlt')' cue tbI mat6tJal U.r..t below comply ia. 1St fIIII*tI wida the material aU WOf4PM""Abip requinmeatl tor
tlIo 19881u>>e2 .tIDdard pI_, ItIadatd IpICiftMdou 'tIII of Callfomia 8tctioG sa lAd &be lJ*lial ptOVialou.
~~::
r ~ ~
on ~~_'g~
'RIIr
l~
D1!~ClfPriON J: 1
/ UJ7 1/& fI1:C,,,e. ~/) P 61;>63;- I2wW 5UN~!- 5
r:2 tor F~t vtJ.~tt
3 f.,vr ?t Df sr er,M !~5r1 131.1 /ll)N R':U~.t'1f)if &S
A'UTHOlUZBD SIONATVU
TITLI
(l4p~t!S'
,.~...._.........,. .-.
APPIAN.ENGINEERING.INC.
408 946 4337
P.02
~V
.
REED. GAP AM INC.
P.O. eox eiS40 .. .~ 6U"~1. STREET
SAI.t ,10li, OAUFO~NI" ..'\10
TEl-EPI-tONE:
(408) 287-1400
FAX; (401) ~4.36Ga
TO~ El CAMiNO PAVING
DATE: 101t;/a3 AG NUMBER 33
MIX NUM eeR 1 ?
,PROJECT: HAMILiON AVE.HOME DEPOT
LQCA TICN: CAMBELL
REQUEStED BY: DAN RODRIGUES
V~.. MAXIMtJM,MEDIUM 'tYP! "S" STATE
SIEve COMBINED X VALUE LIMITS
Size MIXlaeoo
314" 100 . 100
,~l ~t . 95-'00
31ft' 87 . 80-95
14 60 60 t:i9-66 X :!: 5
18' 44 4$ 4349 X ;t 5
#30 20 24 22-27 X t 5
1200 4 . 3.6'
'\\, ,.,'
Be
4$ Mlf>J
PMCM OF CAUSHED PARTICLES
L.A.l\AnJ.ER LOSS 500 REV.
STABILOMETI!A VALue
9C1% MIN
45% MAX
~oMIN
PUN18600
BIN 1
BIN2
DUST
45%
aooh
Q",
BlN3
BlN4
01 L: AR-4000
2S%
0%
5.00/0
THIS IS TO CERTIFVTHAfTHE MIX SUPPLIED TO YOU WI\..L MEET AI..L SPEOIFICATIONS. FOR YOUR
REC~S ANO INFORMAtlON. we RESPECTFUIJ.Y SUBMIT THE ABOVE TEST REPeAT MATERIAL
THAT WE PROPOeE TO FUflNISH ATYOUA PPlOJ!CT H,AUtL TON AVE HOME DePOT.
UNLESS OTHERWIse NOTEC, AU. TESTS WlAe PERFORMED IN ACCORCANce WiTH THE
STAlE OF CAU~IA TEST MeTHODS. pl.eASe FElL. FRE:!.: TO CAU ME FOR ANY ASSISTANCE
C~NINO VOUR ASPHAL'" RlQUlAaAENTs' Tril$ tl&DtGN IS GOOD FOR 90 DAYS.
~..;:~ Ih-
MAAKW. SHUEY
QA~ JOSE (8600)
~~ .
. .. VtAAS o~ SliPlVlee TO 'T'HE .01.0 OON$TRUCTION INtlUSTAV -
APPIAN.ENGINEERING.INC. 408 946 4337
P.03
KAISER
CEMENT
CBRTIrICATB O~ ~OM>>~%ANCS
JOI :MOl
r 0 )to. I
OOI'TI\ACT.
A~PIAN ENGINESRXNG
HOME DEPOT . ~PBEuL
OFFSITE WORK
92011
N/A.
N/A
CO)1'l'RACTOP.:
JOI H>>IX I
JVBlIIC ~GBlfCT oa cmmlll CITY OF CAMPBBLt.
TT~B OP MATBI.IALI
CLASS II AGGRSGATS SASE
SPBCII'ICA'l'ION UQU:lJ..BIID'l'S I 8BCTION 26 CAL TRANS
])ATI JtUaCJlA8~ I
TONS I't1aCKUID I
APR.IL 1993
APPROXIMATEw~ 200 TONS
IAISB. Cma:HT CORPORA'I':tOW
t'
II~ J. JtAJtCan:z: , KMAGJSIt.
CONS DOTION XA.'1'B:lt%AL 'ALBS
PLANT,
PATIIt
'AX '1
PBRMANENTE;
OCTOBBR 19, 1993
408-946-2677
certcomp.Asg
KAISER CEMENT CORPORATION
&COO BUSCH RO. t P,O, BOX ~ . PlEA!lANTON, CA ~~. TeL: (510) &46-MOO
Martina
& Sons
Landscaping, Inc.
987 Linda Vista, Mountain View, California 94043
Mailing Address:
101 First Street, #314, Los Altos. California 94022
Tel. (415) 968-4493 Fax (415) 968-0943
Date: II' 8. tj 3
To: (7/7y c~ C"';.tn1f'Bt:LL
70 I'-Jr:,,"'7H Fif:::"T ~ T:
(~fYIP8ELL r CiA tJ~-(J8
Attn: (7f-'4Z.\ QO/YJ6:.2-
Re: ;-bt/flE DE?cT - (~}IY)PtSEU.--,
We are:
rienclosing
is forwarding
~"per your request
tJ number of copies
D contract
Description:
{J/=,c:TirICATE
(>lL (l7;7 /2( b/J. )
IlECE'''fO
NO~ 10 1993
PLJ8l.Jc
A "'''~;'''iI_ WOR" ~
--"'''wQ1Jt41J~~
D reports
D drawings
D specifications
D other
tV: {'b/Jl~L//l;UC.& - / Rf/{7/t 7/u//..)
For your:
D signature and return
D use
D approval
D files
D other
MARTINA & SONS, LANDSCAPING
(A;-IIC/ (5/l UC7CC
by
CERTIFICATE OF COMPLIANCE
=========================
Pro j H t Number:
Tracs Number:
Location:
1799-02900
HOME DEPOTU6'-12
"180 HAMILTON AVE CAMBELL CA
Contractor:
MARTINA AND SONS
101 FIRST STREET D31Y'
LOS ALTOS CA 9"1022
Supplier:
Ewing Irrigation Products, Inc.
1762 ROGERS AVE
SAN JOSE CA. 95112
Identification: Factory Labeled
Quantity: Per Invoice
576627_577037_577772_5782"19_578250
578527_579383_581"119_581"120_5830'-12
58"1"195_585215_582983_605565_________
4t553L106_S53Y07
5L10500_573399
573871_573873
57L1768_57L1769
576296_576297
We certify that al I the irrigation materials that we are
supplying for the above referenced project meet the plans,
standard specifications section 808 and special provisions.
COUNTY,SANTA CLARA ---~~~ANAGERI-
ALL.PURPOSE ACKNOWLEDGMENT
State of
California
}
County of Alameda
On 11/5/93
DATE
Sue A. Norman, Notary Public
before me,
NAME. TIT1.E OF OFFICER - E.G.. "JANE DOE, NOTARY PUBLIC"
personally appeared
Terry Johnston
NAME(S) OF SIGNER(S)
~ personally known to me . OR . 0 proved to me on the basis of satisfactory evidence
to be the person(s) whose name(s) is/are
subscribed to the within instrument and
acknowledged to me that he/she/they
executed the same in his/herllheir
authorized capacily(ies). and that by
his/herllheir signature(s) on the instrument
the person(s), or the entity upon behalf of
which the person(s) acted, executed the
instrument.
OFFIOIAL alAI.
~.. SUE A. NORMAN
NOTARY pUBlIC, i::.wFOlNA
. AlAMEOA <XlUNlY
MY OCIIIIIISSICN EllPIU SEPT." -
IItCI
1"'0
_ NOll1 0 '993
."
" :-AIt;, ,". .
\'i~l j>"f:-<
, \.,,~,.
"'lo".
No. 5179
CAPACITY CLAIMED BY SIGNER
o INDIVIDUAL
Xf] CORPORATE Branch
OFFICER(S) Manager
TITlE(S)
o PARTNER(S) 0 LIMITED
o GENERAL
o ATTORNEY-IN.FACT
o TRUSTEE(S)
o GUARDIAN/CONSERVATOR
o OTHER:
SIGNER IS REPRESENTING:
NAME OF PERSONtS) OR ENTITY(IES)
Ewing Irrigation
Products, Inc.
SIGNATURE OF N TARY
ATTENTION NOTARY: Allhough!he Information requestad below Is OPTIONAL. it could prevent fraudulent anachment of Ihis certificate to an unaulhorlzad document.
THIS CERTIFICATE Title or Type of Document Certif ica te of Compliance
MUST BE ATTACHED Number of Pages 1 Date 01 Document 11/5/93
TO THE DOCUMENT
DESCRIBED AT RIGHT: Signer(s) Other than Named Above
.~~<;.ss.">~~....'%--,'-'>~~....~,...."='~%.,"='~'-ss-'%__,..,..~....~~s.......,.s.....~~"""-s."'>.....,_s."'>"'..;.s."'>""""--s~,....,.."."'S""-s""""'-'%__"">;
@1992NATIONAl NOTARY ASSOCIATION. B236 Remmel Ave.. P.O, Box 7184. Canoga Palk. CA 91304.71B4
I>
em In Ii
IIIIGIIIII PIDDlelS
2462 POlVOROSA AVE. Telephone (510) 357-9530
P.O. BOX 2098 -il'."......
SAN LEANDRO, CA 945'77.
. ..
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---(""""tl
+
MARTINA & SON'S LANDSCAPING
101 FIRST STREET H314
LOS ALTOS CA 940220000
~ HAMIL TON RIGHT. RIGHT ON
. ALMARIDA 'GO TO THE END
. HOME DEPOT OFFSIGllT S,Te
Ilelll'; ",'JAt'-HJlL-\,1. I'FHcFtJ!^(-1F nAIC IJf fln'!l WiJ()l f'^!L1fl'!'2~.rllor MOf\JTHUUE
,,,w;:~:";;~I(;'ffJ 13p,1 ~4E~J~1 ~;7Q~;A G~~~'r.~ 1___
HO~~^M~EPOT CAMPBELL ~;'O'~';'~3 W/~"'rrl}': ';f!If'C(IIN' rnn
_.:. --.-,
.MSB RAIN MASTER 5 STA CONTROL47000120 1 1
'!P"~.iP2RAIN MASTER PED FOR RMB47000190 1 1
l~I/Z INKBI PVC BALL VALVE TT200012S0 1 1
~j1ril~~i!;a~iY;.~V FEBCO W/BALL VAL150t.H450 1 1
44RC,RA~NBIRO QVC 1 IN RC 35005430 3 3
_/~;J;~, 1 IN' QCV t<EV 35005630;3 3
~~.,.~~-06 TORO 3-WAY RCV 1-1/230000250 2 2
itAJ~I~>i~,;;[rQRP.,f'OP4e:,EJPpV 12:IN 300016,0 ,7 27
51~Z~4P,.TORO POP:-UP BOQV 4 IN 30001612 1 1
~:{~;t~:t~:/SCM,~4.0P.OC:~EPIPE 07000450 220 220
1-1/4 SCH 40 PVC BE PIPE 07000440 40 40
t:~~g,H'4P<PVC BE PIPE 07000430 20 2:0
{,
3/4 CL200 PVC BE PIPE 07000120 400 400
lk:4;L.200 PVC BE PIPE 07000130 200 200
1-1/2 BRASS 90 ELL THO 49002150 4 4
~~~,;y~~gWi:".J)"O".". 49003150 2 ... '2 1
L-l/Z X 6 BRASS STD NIPPLE TBE49000960 2:
Wj-~~",,~,i;,CL,BRAS8 8TO NIPPL TBE49000910 2:
l-1/2 X 24 BRASS STO NIPPL TBE49001020 2 ',:, '
~~~~"eMC MALE AOARTOR TXS 04003150 6 ,II 6
. ettA..-..ew-E!NCt:.'6Sl:.J'RE"~' t "99000000 1'1
,._.itl"Ul00 ROUND METR BOX38001010 3 3
LO BROOKS Hll00 ROUND METR LID38001020 3 3
k~BMt;:;,,~q,$TREET ELL TT 04002630 6 6 j
~'j'0,:e:~~~1J~~EL.L lJ . ., 04002:5.30 3 3
~ilfi,.l~':'~I!t!fAC..SCH eo NIPPLE TBE 04005520 3 3
lX CL PVC SCH 80 NIPPLE T8E 04005419 6 6
~1~i,J=1'JJC,SCH 80 NIPPLE TBE 04005550 3 3 j
l " ~lJC COUPLING TXT 04004930 6 6
~.4~iit,~114~~~V.t~J:PPLE TBE 05000310 3 3
~~.~~:(2",STAINLESSSTEEL CLAMPS26~)00080 10 VO
~ii~il::~~'''~~L:,i;TT,,',! )i,.: . ,;.04002550:2 ;2
. " ,VCSCH80 NIP TBE 04005600;2: :2
" ,ri~H..,-,taQ.~:tp\.T,8E P4005630 z 2:
0; LLTT 04002510 34 34
~ ' : '. ':', . -, .. .,
.,,~}~1.J..; TT 04002'510 50 50
.. .x 4 PVC SCH 80 NIPPLE T8E 04005330 34 34
,~~~;;~,',~,i!:; ___ ___ _._.____ __._,___ ____ ,. _ .
~E TERMS AND CONDITIONS OF THE SALE OF GOODS LISTED ABOVE ARE SET FORTH BELOW AND ON THE REVERSE SIDE OF THIS
IVOICE. RECEIPT OF THESE GOODS CONSTITUTES AGREEMENT AND CONSENT TO THESE TERMS AND CONDITIONS. READ CAREFULLY.
INVENTORY NO
ONTRACT OF SALE: The Purchaser awees to Day ~or the ahove listed rlHHChrmdise <11111f' {)fllep (If thp ~pllp, ;)! (;,lJ1
. following terms: Unless otherwise specified on the Invoice. invoicE'S will he dup- And p'lY8.blp nn thn 101h 'll 010 "l/'nth
nount is net and past due thereafter. (All claims against invoices must be nl<1de within lfl dflVc.; of IPf~f'lpl tl)pfer'lI,\I! rlnlf)IH1'<~ dll~ <,!.dl 'l("'rl/l'
IIViee charges at the highest rate allowed by law from the past due dllte unlil paid. PUrrh,'l'HH ;:1qrpf?~ In p:w ,111 r-osl~~ "j rnllN'fiOI1 ;1 !'~;l';nfl,:lhi,-,
tomey's fe8 if the account is placed for collection with or without SUlI It is Rqreed thnt I/lPSp. 10(111<: ;'lH' cr~n!lilr.'I!,,1 .-<lHI nnl lllPlr> \(\(:11.11-; ;lllfi '1':01
iJftin9 for purchase has authorlly to bind purchRser to such cnnfrar:l .:'Ind 11';->1 <~Ion(>r Hnrjpf';:f~nrt<: 11,--1/ '~J()rllnfJ f,,"~l,; ;",,,-1';-0<;'--', In '11'(1'1'" I,,,,,, fl'
aoknowledging receipt of Ahovp mf'fchamiic:p ,
INVOH [ 'WMA! R
~__h____ . .~rli
~_'h.______--1 i
1'1
['1 F^SE P^Y FROM INVOICE
,/
il
l!
Iln Sl Al FMENT SENT
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. .
!;AN' f^NOn0
SM:A^MrNTQ
SMl ,rO~F
PACHH:O U~(ltJrnnnl
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rnE~m.'
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"AN Illrr:n
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("101 ~<;7 95~O
(91"1 4~ 711510
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nrJT^nln
n CAJON
Sf\N MARCOS
CM1L<:f'lIn
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D
II. PIDDIICIS
. ......
........
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"dco .
POLVPROSA AVE. Telephone (510) 357-9530
.0. BOX 2098
SANLEANDRO,CA 94577
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.
(7'4) 447.9530
l~dl)J '''''''56111
UldIU11i'05
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;1>1'1\ 1~q 11-11
(FiI9141111911
(fif}119111181,
(707\ ""'11}<;,JI1
(fil~1324 1M')
(110) TtI~.18'1
p'On 5'i6 4416
('IOlll 'l!lOl 0'115
(<H61::lBJ ?400
~R1Sl5S'-9~M
{f;O:H If'Jl Q!110
160 frHdon'l Ave 82fQ
66(lO SIDIrI CI Un" N "'iti8
10? EM' SllllvfJo" Avp 91707
11f, ~(lcP"If1P"h' PI Alrfi:?
lQ~l ,!(]lm TOWt'r<:: Av" 970?V
Af; \ F RllllCh"fOS Or, 9206lJ
6104 E "v'l"ids frn:l1'Ull19?QO'il
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';,....
!
,I
I
SON'S LANDSCAPING
STREET t:t314
CA 940220000
~HAMI~TON RIGHT, RIGHT
· ALMARIDA GO TO THE
HOME DEPOT OFFSIGHT
ON
END
MARTINA &
101 FIRST
LOS ALTOS
THIS IS YOUR
* ALL CREDIT PURCHASES SUBJECT TO A SERVICE CHARGE or 1'2~i11'F1' r,1r"lfll WI!I<;II"; ^" AI~~~LJ.'\L PEnCE~II^GF
J\ \ 4 0 r,lJSTo~':~:n ~;;-~~I~ltI~.J~lJ~';~~'!J_~:;;;';', o. J~'~~;r;'1
.JOB NAME 1 l^ IT: ~~! fiPrFl)
n/\ I F I BIJ/o If" nOl PAl!) BY 25TH or tAONTH our:
.-" Hi ! " ;','-; '~""'.II"""'" I
6 ~79cc>9 A ,__tl tq~l~~__~~_EOS 56 5
:,1 tJI'I'r-U VIA SHIP pOlur r_OR PAGE
INVOlC[ NUMSfR
CAMPBELL
-
50
24
INVENTORY NO
l/2 X 4 PUC SCH 80 NIPPLE TBE 04005330
~~:~ 10P~C SCH eo NIPPLE TBE04005380
;A~721 BLU PVC CEMNT W/O BRSH08000148
i:~hqN:"',APE 3/4 x 520 26000412
i~c.;HLANOV",VL ELECT TAPE3/4X6611000140
~~~~i~gW.;U~Q P~E""F:ILLCONNECTR ~ 10.00640
1 1
2 2
1 1
?i 2S
., ).
.,.,'
''':',i
irk.
~. .j
\
,
\
~~ti.~~~!j,t: ~,~
,;e:O SERVICE II: tak ins care of the I nd i v
, ~~11~: .tg~"~(j}IY""',Y 'c~tr.\.;om.r. && promp t l Y \,'
l.l:y:.....~ndi~ilh outr,ageous .enlhusi asm t
'. 'Qt.l.,J...;~F'IEO;F1JJRCA$j;ONQI.JANT:IJV' PRICING
fi
',.IJ~
IE TERMS AND CONDITIONS OF THE SALE OF GOODS LISTED ABOVE ARE SET FORTH BELOW AND ON THE REVERSE SIDE OF THIS
tOICE, RECEIPT OF THESE GOODS CONSTITUTES AGREEMENT AND CONSENT TO THESE TERMS AND CONDITIONS. READ CAREFULLY.
)NTRACT OF SALE: The Purchaser a~rees to pay for the above listed merchandisp. at thf' oflir'f' of th~ sellpr at SCln t.p.fwdfO, Calif in acr'nrd:'HICp. with
following terms; Unless otherwise speCIfied on the invoice. invoices will be due and pavrtble on thp tOth of the nwnlh ff)tlOWHlg r1-111"' nf rUH"hPls'"
lOunt is net and past due thereafter. (All claims against invoices must be made within 10 days ("If rf!ceipl thprpof l AI! .grnounfs pas! dun <;h.dl .1rCl'\I"!'
vic. charges at the highest rate allowed by law from the past due dale until paid. Purchaser ~grpPS to rflY Atl cosls of coHF!(llon including ~ rpCl<;rll\.lh!r;
wney's fee if the account is placed for collection with or without suit. II is agrepd lhat thesp terms are contf'1Glurtl and not mr.'1P r~dtBls (tlld n1:lf 8qpnl
Aing for purchase has authority to bind purchaser to such contr~r:t ~nrl 'h~t c:ignnr lrnrlAr<d:1ndc: thnl c:ioninq I~tl\dc; r',r"h~<:"'f 10 ilb("IP ''''''II'''> i'l ~,..I'Jili,."
tcknowJedging r9Csipt of abovA merchandise
TOTAL ~
:'1'
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NO STATEMENT SENT,
APPIAN.ENGINEERING.INC. 408 946 4337
P.01
~PPian Engineering, Inc.
VIA APPIA
FAX COVER SHEET
TO FAX '* __,__..~,~_?:i.:,_~.~_,!"~
DA'fE: __,_._/P_:._!.j_.~..9-Jt._._-....,-._-,.,.,...,.., ,-
'J.' 1 ME: '.'''..'''' "..............,........__.._
TOTAL PAGES: ____...-----,.....-..,.-' ( INCLUDING COVER SHEET)
Al'TKNTION: -!1ltk~Iu::._~_--2-~iil!{;.I..~i;;;);;-~
=~~__~b.".._ ~_._---. - --- --- .---- -..--; ~;;'i I,
. _.,_._,_..__..HI:1!._- ,.,....ZjJJ..L......._.__.....__......,...... ,......,....................".....'-", ,..".... (53
CX>MMENTS : __...__..E.KL.,L,__._,._._-......._-.... _ -..-........... .............-....-.-...............-,-...-..-.....-...." ."..,-...,..... ,.,-.....
.........._,.,._...'''.._._...__.......__........_. ..h....... ,I \I ......r......__ ........~._.. ..n"',"-' ,".. _.. .0... ...... ....~.. ",._n. " '," ._,..~.. _. ....... ., o. '... . .... '.-- . ,.,.- .. ..... ..........,..... .,. -- .. ..... ...
___.....--_......._._____...._..............,..........._. ......_...__.___.."'...,....... _ ,., ...... ....,. _'.0 .. __.._........1.. . \ _ .,.._ ........'_ .....,_..,... ,.. . ...... ...__4.~..'""""",'.n. .........-....... ......._....., .
-----.---.--..----...-...-.....------.--...-............--'.......-.,....,-..,...--..-.,.---......---...........-,.....-........-....-....................-..
----,...-....,--..-.........-.-.-..--...'" ....'~..."...,....... ..............--... -_... .......,.,.....,... ....... ....- ..-.- .............- .....-.-...- ........"....,-..............................---.... .......... '.. .......,-'. ...........-.....
-...............,......-.,-.-.--.....-..--....-..........,-............'''.........-..-............. ,........,. '..-' .,,,-... . ..-................... -' '...,..,............ .................-........ .....- .........,-,....,.........,,~. .............. .-_...... .
--.......--.......-..--.-...-..---..........-.-...-.-.....-........--. .--....-...-..-......-..----..,.........-'-..............-...-.... ......-.....-...-....... .........
--_...__...._-_..-----_..._-_._-_....-...._...-...~.-_.....__......._._.....--.-...,.....................----...-.....-...............--..
1..._____._......._.....__._.1_.......,.,......"...,........._"-._.. ..."'.....-..................-....-...-...... ,.-............-........ '......."'-'''' -....... .....,..~..,....-. ...,,,.,.... .. . ..,...........-......... ........... ....... '....... '. ..... ".
ORIGINAL TO FOLLOW IN MAII~:
,~......_..,..._.._. YES
NO
IF YOU DO NOT RECEIVE ALl. PAGES. PLEASE CONTACT SENDER AS
SOON AS POSSIBLE.
160 East Capitol Avenue. Milpitas, CA 95035 · (408) 946-2677
CAL. LICENSE #530522 · FAX (408) 946-4337
APPIAN.ENGINEERING.INC. 408 946 4337
P.02
KAISER
CEMIENT
CBRTIrICA~B O~ eOKPL%~CE
COHTRACToa:
APPIAN ENGINEERING
p 0 NO..
CO.TRACT,
HOME DEPOT . CAMPBELL
OrrSITE WORK
92011
N/A
N/A
JOB NAMB.
JOB )TO,
PUBLIC ~GENCY OR OWWB21 CITY OF CAMPBELL
TY~B or MATBllIAL.
CLASS II AGGREGATE SASE
SPECIFICATION UQU1UM1i>>'I'Sa SleTtON 26 CAL TRANS
DAT. PURCKASB.D.
APRIL 1993
TONS PUllCHASBDI
APPROXIMATE~Y 200 TONS
DISBR. CIKBNT coa'ORATZON
,
M1C J. MAaCHBTTZ, MANAQBR
CONS UCTI0)1 XA.'1'ZllIAX. SALSS
PLANT,
DATE.
rAX i a
PBRMANENTE
OCTOBER 19, 1993
408-946-2677
certcomp.agg
KAISER CEMENT CORPORATION
3aX) BUSCH RD. . P.O. BOX 309 . Pt.,I;ASANTON. CA 94&66. TEL: (6\0) 846-&&c:O
APPIAN.ENGINEERING.INC.
4138 946 4337
p.a3
OJ(.~
.
REED Be GRA AM INC.
P.O. BOX SS40 · SliO &UNOL. $TAEET
SAN Joes, QALIFORNIA .,ito
TEl..ePHONE:
(408) 20&'7-'400
FAX: (40&) a~4.3t'19a
TO: EL CAMINO PAVING
OA TE: 10/19/Q3 RG NUMBER 33
MIX NUMBER 11
,PROJECT: HAMILTON A VE.HOME DEPOT
LOCA liON: CAMBELL
REQUESTED BY: OAN RODRIGUES
1n" MAXIMUM,MEDIUM TYPE "S" STATe
sieve COMBiNEO X v A.WE LIMITS
SIZE M1X/8600
3/." 100 '00
"2" 99 95.'00
3Jg" 87 &0-95
14 60 60 59.66 X :I: 5
18 . 44 43 43.49 X :i 5
130 26 24 412-21 X :t 6
'200 4 3.6'
. ." y' . ~,. I :....... ~
Sf ~MIN
PERCENT OF CRUSHED PARTICLES 90% MIN
I..A. RATTLER LOSS 500 REV. 450Al MAX
STABILOMET!A VALUE 35MIN
PLANT 8&00
BIN ,
BIN 2
OUST
45%
30%
0%
BIN 3
S&N4
OIL: AR-4000
25010
Oll/O
5.00/0
THIS IS TO CERTIFY THAT THe MIX SUPPLIED to YOU WILL MEET AI-I.. SPECliJlCA TIONS. FOR YOUR
~~DS AND INFORMATION. WE RESPECTFULl.Y SUBMIT THE A.BOVE TEST REPORT MATERIAL
THAT WE PROPose TO FURNISH ATVOUR PROJ!CT HAMILTON AVE HOMe OEPor.
UNLESS OTHeRWIse NOTED, ALL TESTS WERe PEAFORMED IN ACCOROANCE; WITH THE
STATE OF CA.LlflQRNlA. TEST METHODS. pl.EASe FEEL FREe TO CALl. ME FOR ANY ASSISTANce
CCNCERNINO YOUR ASPHALT REQUIREMENTS. ~IS DESIGN IS GOOD FOR 90 OA VS,
fb:1 q,r(. Ih--
MARK W. SHUEY
":, "'~ ,SAN JOSE (8600)
............
'"
. e. 'VIARS OF ,..-VIC& TO Tjoli ROAD CONSTRUCTION INOI.JIoiTRY .
OCT-18-93 MON 11:15 e
p . P 4 _ _.- .
I
I
I
I
.
I
f
~
Martll~
& Sons
Landscaping, Inc.
J
September 27, 1993
Mr, Ed Gomez
City of Campbell
Public Works Department
Campbell, California 95008
re: HOME DEPOT - Campbell
Dear Ed,
Please be advised that all irrigation materials that were
installed at the Home Depot project were furnished and
installed as per plans and stated specifications.
;w~/2J
Michael Poland
Martina & Sons Landscaping, Inc.
MP/sw
C'Uf, Llcen.. .4oe7ee
987 Linda Vista · Mountain View, CA 94043 · Mailing Address: 101 First Street. '314 . Los Altos. CA 94022
Telephone (415) 96S-4493 . Fax (415) 96S..()943
'O.t.lt~ brand
Fax Transmittal Memo 76"~ :\;",,,~:,:.;~;,;:,::~;,,::,,,,!,@No,OfPageS Z. ;J'~~/'-f 3.'. ';Tlme
,~~ ~~~~ ::,"('1~~1- ~~lO~1;r~s:.:'": .. ",'
i Location '"'- Location ;Dept, Cherge'
~'.- ~t ~~~c: -dDI, ei~~~:~~b~~'~~:
.--....----...-....-.
...._~-_..-
"
Ootober 18, 1993
l'nteJ>atat.e Traffic Contr~J Pltoduota
640 Commerc~"J Itr..t
.an Joa", CA 96112
Attn: Marlt
FAX No. (408) 279-4119
BeterenOfJ: DefilUl BCrllJW
.caRT-meA TIOIj
ih1. lvt..tMr cfJl"tltle. that product numberl TP8012 White, manufactured
by Morton IntorllaLI<lnal. rn.c., T...fflc H8.zokln'liJ - D.~.l" for Inte".t..t.f1
Traffic (;ouLl'ul ProduotR, meet tho BtGto of Oallfornia Spaoitio.tion
'8010-21C-30 fOl' Rapid nl", W&tel'born. Tra.ttla Line Paint.
8incel'el~ ,
MORTON INTERNATXONA1" TNC.
Bauer CoaUn..
cl~C'~',__
DIANA C. REYES
COmpliance and Safety Offloer
Morltm TmIJID Markl""
.,.", 10lJ !i.rlh MUlto" Rd., 1M ..,.,.,.. CA 9oon. P.o. 1W1t Ill". Lo, 1f""I.,. CA 9OOJ1 (11.1) Zl'-4l1~ FIUt (IJ~) J}'1-I.
Norrl', 167' CUMIltlle/GI St. N,'.. Stll,m, OR '1IfJ', P.O, Box 2DjJ, S"',/tI, Olt 97JD' (SOJ) J'~.22'17 Pa:c ($OJ) Ifl-,
TM7: 14'0 $wtlld Aw, S.B., $G/"", OR 97302, P.O. 'ON lOU. Sa I."" OR. 97J~ ($OJ) J64.2909 ,~ (!f)J) $'IO.4Jjt ."".,
. . . . . . _ _ _ _ _ . . . . , _ _ _ _ _ _ _ _ _ _ _ _ _ _ '_ *~::"!'~ ':'. ;' :.: _ _ _ _ _ _ _ _ I I . , ~ II -- .....,
TEL: ......-..----.........-.----..
.....,..'..._.............,.....,. , u c t 18,9:3
"
14 ":'5 i - N.o: 006. P',-02 -..
fMforton
Ootob.r 1&, J993
Interstate Traffic Control Produot.
840 Oom..rcial Stroot
8.n Jn~~. OA 9~11a
Att.ntion: .....rk
FAX NO. (408) 279-'119
OERTIWxgA1;J.ON
HBFBR.~DB' D*tA1l SCr~pJnN
This letter eel'tt.fle.. t.h..t pt'oduot. n"'mber 10131'W Whitte,
MAftufaotured by Morton Int.rna~ional. Inu., TrAffio Ma~kin,.
- BMuel', m..t. the State or CAlito~niA Speciticatlon
8010-21Q-21 for H,drocarbo~ Bind.~ Tbormopl..tio Traffic
Stripinl Hater!al, EKtrude Type,
Sincerely,
HOR'fON IN1'I!:RNA1'10NAL t J:NC,
Tr~tflo Markin,_ - Bauer
~~c.~
DIANA C. REY""
Compliance .nd Safety Ottlo9r
(-
rjJ'l
/-----
'.
DJ
fll ~ :v: -p "Tn 1: 1 1
L i-1 !\.i J.1 D..r: _.~ .L
70 NORTH FIRST STREET
C AMP 8 ELL. C A L I FOR N I A 9 5 0 0 8
(408) 866-2100
FAX # (408) 379-2572
Department:
Public Works
July 15, 1993
Brian Kangas Foulk
400 Santa Clara Street
Vallejo, CA 94590
SUBJECT: PREUMINARY INSPECTION REPORT - DEFICIENCIES
PERMIT NO. 92-115
LOCATION: 480 E. HAMILTOH AVENUE
Dear Sirs:
You have requested a fin....! inspection on subjeyt construction work. There are deficiencies
in the work which are indicated on the enclos~d preliminary inspection report dated July
15, 1993. These deficienc.:es must be corrected ill accordance with City standards before we
can make a final inspection or acceptance of the work. Please call for a field review of th~
inspection report as soon as possible.
Upon completion of the corrective work, please submit a written request for a final
inspection and acceptance. Prior to final acceptance of the work, you will also need to
make the necessary arrangements to provide the one-year maintenanct~ surety which will be
used to replace the performance surety currentiy held by the City.
Sincerely,
~f:!M
Cruz S. Gomez
Assistant Engineer
Attachment: Deficiency List
cc: Breton Construction Company
Building Division
File (Permit No. 92-115)
h:\92-115a
L..~ ~':::> ( ~~ - C:>~t::>1
~"""C- _O=:-L~W,~
~ \ l,'v\. <::::: ~-:a--r
o l4'....... "'"L ~ "-).... - ~4--=s-O
~
PREUMINARY INSPECTION REPORT - DEFICIENCIES
PERMIT NO. 92-115
480 E. HAMILTON - HOME DEPOT
BRIAN KANGAS FOULK
BRETON CONSTRUCTION COMPANY
JULY 15, 1993
Cf--z..-'=1~
A
General
1. Submit laboratory test results of compaction of-native soil, aggregate base and
asphalt concrete.
~1?N~ ~~ll-,(;>~ ~
t'W _ '~ -tl/ ~''-'''6~
2. Submit certificates of compliam.e of materials for aggregate base,
sandi cement slurry, concrete pipe, manholes, inlets, frames, castings, asphalt
concrete, concrete, reinforcing bar material, traffic signals and street lighting
electrical conduits, standards, mast arms, luminaires, signal heads and
hardware, irrigation pipe materials and equipment.
3. Have your engineer submit "as-built" plans for review and approval.
B. Specific Items Deficient - Surface work
Southside Hamilton Avenue/west to ~
~k- 1.
Reseal loops.
e:. \<...... 2.
Repair high/low asphalt concrete ~!'ench at lip of gutter at westerly driveway.
3. Install pole numbers on new electnliers.
~, ~~Wc... ~ ?'::::...~~~~ '-t~L.~ ~ ~.~.
("'~"'=- 4. Remove hydrant marker @ westerly driveway.
c> K- 5. Sack cracks at westerly driveway at wheel chair ramp as marked.
C>lC- 6. Sack crack at eastside of driveway as marked.
o ~ 7. Flow test westerly driveway.
C:o Lc- 8. Repair high/low asphalt at lip of gutter at location of driveway removal
(Station 49 + 00).
OIL 9. Repair trench at 49+60 to island.
GotL-lO. Repair trench at lip of gutter at east driveway.
I rz w /Iv Kl'1f$b'l.
(7Il1) 'to - ~ '10t7
Home Depot Punch List
July 15, 1993
Page 2
11. Open storm manhole at Sta.50+ 16.6 for inspection. It could not be opened
by inspector.
c""- e;-~oC:f" ~- '- ,",,---~ ~
f12. RepaIr low asphalt at back of east driveway.
c....~ C$;,L~ q-"2-Ir-~'a
r13. Install steps at inlet at Sta 50+ 19; repair low concrete at inlet.
__ 1-4.
~t-15.
o~16.
ale:.... 1.
C>~ 2.
Gi.c...... 3.
018_ IIltGR 8~k, piaster, hOHe) JalRROg !.l ~Li1. JUT~.
Grout all chips in curb and gutter, clean all concrete spillage.
Repair rockwheel trench at easterly driveway.
Salmar Avenue. Southbound
Repair high/low asphalt at southerly driveway as marked.
Repair high/low asphalt at location of driveway removal (Station 16+55).
Clean concrete in pullbox, coverir.f, conduits.
l<..1 4.--"~Repalr low / high cross trenches asphalt i1L manhole at south drivewayamt .
-adjust manhoJp to ~rade,,~
~ 5 ~l~l;t~r Stnrm Tn~~ at Sta. 17+R~ -
'~~~a[5La.l~~\
~.7. Install DI #31, Sla 18+23 (32' rl).// . -. --
Hamilton Median. Westbound
ok. 1.
e> ,,<- 2.
ok..... 3.
Replace damaged sign panel.
Seal loops.
Repair trench at east island.
Home Depot Punch List
July 15, 1993
~\L- 1.
B t.:- 2.
G:> \c 1.
-to~ 2.
C::> \<......... 3.
w - D't--
"i\j~ 5.
'~'<- 6.
"'t'{'u EE:'5.. 7.
CD "<-- 8.
Page 3
Hamilton. west of Almarida
Repair asphalt trench at lip of gutter north side of Hamilton, Almarida to
west.
Repair damaged pedestrian barricade' at northwest comer of
Almarida/Hamilton.
David Avenue
Raise valves, manholes.
Repair low asphalt at lip of gutter.
Sand slurry alligatored paving.
"ban {(at b..ut... :..J...L Lr ill!lj!llItilL.
Clean, flow test new asphalt on David Avenue.
Clean cobbles, debris at back of walks, backfill with clean top soil at
northwest corner of David and AlI11arida.
Resod at planter area.
Remove form boards at south side of David Avenue and near fire hydrant.
G ~ 9. Clean, regrade area at hydrant (east of Almarida).
r:~~~~~t~ ~l.~ I5::..T
0')L 10. ~ lut irrigation meter box to grade (lower).
Almarida North End
co Ir _,.1 1
"'- -.
GL'-,.;.J .
~.
(3 \L-c""- J
~ 1<--. 4.
~~5.
Pl-r-+-- (jtA..~J. .l.l.la.ldJulc ill l...;+~U. -.
raGtan ~tPp~ ::It c:t~ _d~ imlIflJUle at 11.-40:' IJ /A 6Xt!lT.
CIORR 8ltill b~Iu, h.....it LoOm... 'v ~l",d..., .!:. 1") I 1i:-
Raise street centerline monuments.
Regrade, resod planter strip.
'.
Home Depot Punch List
July 15, 1993
<0 '<- 6.
C::> \(~ 7.
6~ 8.
@.\<.u. J.
(!)l.~ 10.
G lc.-
'~I.~~ 11.
6k'_, 12.
Page 4
Remove, replace sidewalk at electrolier at 12+05.
Raise water valve at 11 + 10. ~-."J V-l L
Remove curb and gutter, sidewalk, part of driveway at 9 + 50 reconstruct to
new grades at catch basin (3" lip), flow test.
Clcc:uJ. :al!tE <It R + 1\0 for tn"p..,.t;"R.
Clean inlets at 3 + 80 for inspection.
Repair rockwheel transverse trench just north of Hamilton, west side.
Remove/replace damaged sidewalk at station 8+50.
Specific Items Deficient - Irrigation and Planting
Hamilton Avenue
1. No deficiencies were noted on H.1m.ilton Avenue
Salmar Avenue
o k.-- 1.
b \c_ 2.
The irrigation bubblers that were above grade before installation of the new
trees for Home Depot are buried and need to be raised above grade.
\7~..:.....,.~~ ~t~~~~ c-~~~~
The rootbarriers are significantly above grade and needs to be reinstalled at
grade.
~."'1 '_
o 1.<.- 3. ~ 'Voids between exposed root ball, soil and rootbarriers needs to be corrected
by adding soil.
Q) ~-L- 4.
At the time of this inspection the trees were displaying initial signs of wilt
which is an indication of the need for the contractor to irrigate more
frequently.
Almarida Avenue rsfands
('.,) ~ 1.
The sprinkle~ on all islands need to be adjusted so as to minimize overspray
into the streets and sidewalks.
..
Home Depot Punch List
July IS, 1993
0lL 2.
~ \<... 3.
C9 ~_ 4.
0'"
c.-.c.
~
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1.
6 tL.
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6\, S.
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Page S
Replace damaged shrubs in circular island in intersection of David and
Almarida.
The lock to the R.P.P. backflow shall be removed after the 60 day
maintenance period and keys to the irrigation controller shall be mailed to the
City.
Test for and repair damage to the existing irrigation system on the frontage
of the Franciscan Apartments.
Specific Items Deficient - Signing. Striping. Pavement Marking. Pavement Markers
1.
Plan 6 - Sign R61 of sign schedule #2 has zero lateral clearance to the
e of curb. The minimum requirement is 1 foot. Reset sign panel to
provide 12 inch lateral clearance'
2.
Plan sheet - There are a R 7 sign and a R 73-2 sign installed on the median
n amilton Avenue on the west side. They are not shown on the plan
d they do not have sufficient vertical and lateral clearance. Remove them.
Specific Items Deficient - Traffic Signals and Street Lighting
Cabinet:
Interconnect lugs not soldered need to solder.
South bound loops:
Reseal loops and homeruns.
3.
Service:
Anchor bolts cut off. Need to remove rust and cold galvanize.
Pullbox next to 29a-S-70 N.W.C.:
Need to scotch kote spares wires.
Type 29a-S-70 N.W.C.:
Touch up pedestrian and vehicle signals
Remove rust where riser meets terminal compartment and touch up.
Sidewalk:
Sidewalk 25' east of PG&E pullbox damaged, need to repair.
Sidewalk next to PG&E pullbox damaged, need to repair.
,
Home Depot Punch Ust
July 15t 1993
Page 6
<0'<- 7. Interconnect pullbox lOOt west of intersection north side:
Conduit not bonded.
C> L 8. Type 15 with pedestrian signal N.E.C. - file down framework where it was
damaged by pipe wrench and touch up. Touch up pedestrian and vehicle
signals.
e::, ~ 9. Type 15 N.E.C.
Wires damaged in pullbox need to tape up and scotch kote
Framework on type 15 does not match with McCain signals need to replace
with a McCain framework.
C9 ~ 10. Street Ughting pullbox next to Type 15:
Street lighting wires not scotch koted need to scotch kote and taped correctly.
~ l'2-. 11. Pedestrian no crossing signs:
All signs not secured at the bottom of the signs.
b~
---(!) l- 12. 6$treet lighting pullbox on Salmar:
Conduits filled with concrete need to remove concrete.
Need to replace street light wire. from pullbox to street light pole south of
pullbox west side.
do. ~ 13. West bound loops:
Reseal loops and home runs west bound loops
Duct seal conduits in detector hand hole west bound left turn loops.
<=Y,\,"", 14. Type 15 with pedestrian S.W.C.:
Vehic1e signal framework not McCain replace with McCain framework.
~. 15. Eastbound loops:
Reseal loops and homeruns.
Decorative Lights on Almarida
~ ~-- 1.
Service Point:
Bond not bare replace with #8 bare bond wire.
Splices not waterproof.
Remove scotch locks.
'.
Home Depot Punch List
July 15, 1993
Page 7
~2.
Decorative light across from David:
Wrong bond we replace with #'8 bare bond wire.
Splices not waterproof.
Remove scotch locks.
C) u.... 3.
Decorative light north of David:
Wrong type of fuse holder need hex fuse holder.
Splices not waterproof.
Remove scotch locks.
6 \fA.., 4.
Clean off bases of all decorative poles.
SENT BY:
9-29-93 :10:46AM :
HARZA KALDVEER~
408 379 2572:# 1/10
J-IARZA KALDVEER ConsfJlting Enginoers
DATE: 2--1 711: 'lJ.
fAX NO. l'10g) ~ 7q -25:7 L
PLEASE CONTACT THE FOLLOWING PERSON TO RECEIVE THIS FAX:
TO:. Ckk 6t,.~ ~ Mt'k!. ~~/t~-r--
FROM:Pe~ ~/~~
TOTAL NUMBER OF PAGES INCLUDING LEAD SHEET:
It)
IF YOU DO NOT RECEIVE THE TOTAL NUMBER OF PAGES SENT PlEASE NOTIFY
THE SENDER ABOVE..
COMMENTS:
1lt'1e ~ qj/&1 ~ ~/Ic 45&
,,,fa 0
G~
.t. t~'-
stt,~ \f'I o~:~s ~
\}-o\.\c. :t\lp..1\O
l> .....\~\s
p..orr
425 Roland Way Oakland, C~lifornia 94621
Tel: (510) 568.4001 Fax: (510) 568-2205
SENT BY:
5-25-53 :10:46AM
HARZA KALDVEER....
408 375 2572:# 2/10
April 20, 1993
Kl149-6B-1826, 23205
Home Depot USA Inc.
601 South Placentia Street
Fullerton, California 92631
Attention: Mr. Mark Beers
RE: EARTHWORK TESTING SERVICES
THE HOME DEPOT - OFFSITE
CAMPBELL, CALIFORNIA
Gentlemen:
In accordance with your request, we have provided testing services
for the Home Depot Offsite project located in Campbell,
California.
SCOPE OF SERVICES
The scope of our services included laboratory and field density
testing services during the earthwork operations for the curb and
gutter, sidewalks and roadway for Almarida Drive.
TEST PROCEDURES:
Laboratory:
Test Method
Moisture Density Relations of Soils
(Compaction Curve)
ASTM 01557
Field:
Test. Method
Density of soil and Soil Aggregate
In Place by Nuclear Method
ASTM D2922
llLIlti/prep
SENT BY:
~-29-93 :10:46AM
HARZA KALDVEER~
408 379 2572:# 3/10
Home Depot USA, Inc.
April 20, 1993, 23205
paqe 2
PIELD SOMARY AND TEST RESULTS:
The earthwork operations included in this report were performed
durinq the period of March 18, through April 6, 1993. The grading
contractor for the project was Appian Engineering.
The results of the laboratory compaction tests as well as the field
density tests are presented on the attached Tables A and B.
Areas of fill or backfill which initially did not meet the
specification density requirements were reworked until a passing
density test was obtained.
If you have any questions concerning our test results, please call.
Very truly yours,
HARZA KALDVEER
JUlian peet
Technician Supervisor
NICET #74125
Patrick Stevens, P.E.
Civil/Geotechnical Engineer
C38S07, GE2084
JP/PS:ms
Copies:
Addressee (2)
city of Campbell (1)
Attention: Mr. Mike Fuller
multi/prep
SENT BY:
9-29-93 :10:47AM
HARZA KALDVEER....
408 379 2572:# 4/10
Home Depot USA, Inc.
April 20, 1993, 23205
Page 3
TABLE A
SUMMARY OF LABORATORY TEST RESULTS
CQIIPACTlON CUAve RESUL T5
ASTM 01557-78
TEST MAX DRY DENSITY OPTIMUM MOISTURE
NO. SOURCE AND DESCRIPTION OF MATERIAL Cpcf) CONTENT
<x>
1 ONSITE: Brown Clave" SILT with some Sand (ML) 124 12
2 ONSIlE: Brown Fine Sandy SILT CHL) 120 12
3 IMPORT: Tan-Grey Sandy GRAVEL caW)
Class 2 Aggregate lase
Sourc~: Kaiser Cupertino 139 6
4 IMPORT: Black Sandy GRAVEL caW)
class 2 Aggregat~ Ba&~
Source: Kaiser Cupertino 139 5
5 ONSITE: Grey Sandy GRAVEL caW)
(Existing Pavement Grlndings) 131 8
--....-- -
HARlA ItALDVEER
SENT BY:
9-29-93 :10:47AM
HARZA KALDVEER...,
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408 379 2572:# 5/10
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SENT BY:
9-29-93 :10:47AM
HARZA KALDVEER'"
408 379 2572:# 6/10
May 20, 1993
Kl149-6B-1826, 23402
Home Depot USA Inc.
601 South Placentia street
Fullerton, California 92631
Attention: Mr. Mark Beers
RE: EARTHWORK AND PAVEMENT
TESTING SERVICES
THE HOME DEPOT - OFFSITE
CAMPBELL, CALIFORNIA
Gentlemen:
In accordance with your request, we have provided testing services
for the Home Depot Offsite project located in Campbell,
California.
SCOPE OF SERVICES
The scope of our services includea laboratory and field density
testing services durinq the earthwork and pavement operations for
the subgrade preparation, aggregate base and asphaltic concrete
placement for Almarida Drive and David Drive.
TEST PROCEDURESz
Laboratory:
Test Method
Moisture Density Relations of Soils
(Compaction Curve)
stabilometer Value
ASTM 01557
CAL Test 306
Compacted Unit Weight
Theoretical Maximum Density
Asphalt Content
sieve Analysis
ASTM 01561
ASTM 02041
ASTM 02172
CAL Test 202
IIlULti/prep
SENT BY:
S-2S-S3 ;10:48AM
HARZA KALDVEER....
408 37S 2572;# 7/10
Home Depot USA, Inc.
May 20, 1993, 23402
Page 2
Field:
Test Method
Density of Soil and Soil Aggregate
In Place by Nuclear Method
Density of Bituminous Concrete in-place
by Nuclear Method
PIBLD SUMMARY AND TEST RESULTS:
ASTM D2922
ASTM 02950
The earthwork operations included in this report were performed
during the period of April 27, through 29, 1993. The grading
contractor for the project was Appian Engineering.
The results of the laboratory compaction and qualification tests as
well as the field density tests are presented on the attached
Tables A and B.
If you have any questions concerning our test results, please call.
Very truly yours,
HARZA DLDVEIR
JUlian peet
Technician Supervisor
NICET #74125
Patrick stevens, P.E.
Civil/Geotechnical Engineer
C38807, GE2084
JPjPS:ms
Copies:
Addressee (2)
City o~ Campbell (1)
Attention: Mr. Mike Fuller
IIU l t i jprep
SENT BY:
9-29-93 :10:48AM
HARZA KALDVEER--
408 379 2572:# 8/10
Home Depot USA, Inc.
Hay 20, 1993, 23402
Page 3
TABLE A
SUMMARY OF LABORATORY TEST RESULTS
COMPACTION CURVE RESULTS
ISTM D1SS7-78
TEST MAX DRY DeNSITY OPTII'ftJM MOl STURE
IjO. SOURCE AND DESCRIPTION OF MATERIAL (pcf) CONTENT
(r.)
1 ONSIlE: Brown Cl.vey SILT with some Sand (ML) 124 12
Z OffsnE: Brown Fine sandy SILT (Nl) 120 12
3 IMPORT; Ten-Grey Sandy GRAVEL (GW)
Class 2 Aggragate Base
source: Kaiser Cuoertino 139 6
4 IMPORT: Bleck Sandy CRAVEL (GW)
Class 2 Aggregate Base
Source: Keiser Cupertino 139 5
5 ONSIlE: Grey Sandy GRAVeL (GW)
R-Value: 86 Sand Equf~alent: 32 131 8
(Existing Pavement Grindings)
6 OIlS lTE: Brown Sandy SILT (ilL) 120 11
SIEVE ANALYSIS TEST RESULTS CLASS 2 AGGReGATE BASE
CALIFORNIA TEST 1202
U.s. STANDARD PERCEIIT PASSIIIG SAMPLE 5
SIEVE SIZE SPECIfICATIONS
1" 100 100
3/411 87 . 100 97
il4 30 - 60 53
ifJO 5 - 35 17
'200 o - 12 8
TABLe A
SUMMARY OF LABORATORY TEST RESULTS
ASPHALTIC CONCRETf TiST ReSULTS
THEOllETICAL lABORATORY
SAMPLE SAMPLE PERCENT S-VALUE MAXIMUM DENSITY COMPACTED ACPHALT
NO. DATE DESCRIPTION VOIDS (pct) UNIT WEIGHT CONTENT (X)
ASTH D2041 (pef) AST" 02172
ASTM 01561
1 4/29/93 'Ir" MedilJlTl Type B 2.3 40 156 152 5.3
HAKl.A~
SENT BY:
9-29-93 :10:48AM :
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SEP-27-93 MON 16:17 0
P _ 0 ~
Martina
& Sons
Landscaping, Inc.
September 27, 1993
Mr. Ed Gomez
City of Campbell
Public Works Department
Campbell, California 95008
re: HOME DEPOT - Campbell
Dear Ed,
Please be advised that all irrigation materials that were
installed at the Home Depot project were furnished and
installed as per plans and stated specifications.
Y?J/;;z//2J
Michael Poland
Martina & Sons Landscaping, Inc.
MP/sw
98711nda Vista · Mountain View, CA 94043 · Mailing Address: 101 First Street. *314 . Los Altos. CA 94022
Telephone (415) 968-4493 · Fax (415) 968-0943
CITY OF CAMPBELL
70 NORTH FIRST STREET
C AMP BEL L, C A L I FOR N I A 9 5 0 0 8
(408) 866-2100
FAX # (408) 379-2572
Department: Public Works
September 24, 1993
Brian Kangas Foulk
Attn: Mike O'Donnell
400 Santa Clara Street
Vallejo, CA 94590
Subject: Permit Number 92-115, 480 E. Hamilton Avenue
Dear Mr. O'Donnell:
A punch list was sent for the off site improvements associated above project on July 15, 1993.
Since the preparation of that punch list, the new pavement in the westbound left turn lane at the
easterly driveway on Hamilton Avenue has begun to fail. The pavement is settling in the wheel
tracks in this turn lane. This settling in new pavement is unacceptable to the City. As the cause
of this settling is unknown to us, we are at a loss to propose a solution. Please submit a plan
to repair this area. A repair must be made prior to acceptance of the project.
A second concern is the traffic loops in eastbound Hamilton A venue between Highway 17 and
the easterly driveway. The loop wires were damaged during the construction of the median
island, and a temporary repair was made by City crews at that time. This repair is not a
permanent solution, as it will fail in a relatively short time. These loops must be replaced prior
to acceptance of this project.
If you have any questions, please do not hesitate to call me at (408)866-2158.
;;:;S~
~\~ Michael A. Fuller
~ Assistant Engineer
attachment: loop drawing
cc: Breton Construction, Attn: Jim Short, P.O. Box 19699, Irvine, CA 92713
SEP 22 '93 11:12 EL CAMINO PAVING
REED & GRAHAM.C.
CONTRACTORS Lie. C 12 . 1:...,4 10
P.2
ROAD OILS AI'IlD ASPHALTS
HOT AND COLD PLAI'IlT MIXES
86-311~
WEIGHED AT:
690 SUNOl STREET
SAN JOSE CA 95126
, .
690 SUNOL STREET - P.O. BOX 5940 - SAN JOSE, CALIFORNIA 95150
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TELEPHONE (408) 287-1400
FA)( (408) 294-369,6
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DRIVERS . '. ::tJ.-t ( _.----'
NAME IN FULL X V ~
x ReED GHAHAZO'l
DEPUTY
CUSTOMER COpy
/
i--
CITY OF CAMPBELL
70 NORTH FIRST STREET
C AMP BEL L, C A L I FOR N I A 9 5 0 0 8
(408) 866-2100
FAX # (408) 379-2572
Department: Public Works
July 15, 1993
Richard Sandell
Franciscan Apartments
601 Almarida Drive
Campbell, CA 95008
Subject: Lighting and Landscaping District Protest
Dear Mr. Sandell:
I am writing in response to your letter which the city received on
June 23, 1993. I will attempt to answer you questions as they are
presented in your letter.
1. Notices were mailed to the owner of the Franciscan Apartments,
as well as all tenants prior to the public meetings regarding
the improvements on Almarida. These improvements were
discussed at several Planning commission and City Council
meetings.
2. The City's Public Works Inspector will call you to discuss any
damage to the landscaping and sprinklers which occurred as a
result of the construction of the Almarida improvements. If
these items have not yet been corrected, they will be prior to
acceptance of the improvements by the City.
3. Warning signs at the speed humps on Almarida have been
installed.
4. The City is currently assessing the problem of a lack of
curbing around the intersection of Almarida and David. If it
appears that some sort of curbing or other traffic barrier is
needed, the problem will be addressed. Signs were recently
installed which direct vehicles around the landscaped island.
5. There are crosswalks at Salmar Avenue to the east of Almarida
and at Central Avenue to the west to allow pedestrians safe
crossing of Hamil ton Avenue. Vehicles are not allowed to
drive straight across Hamil ton Avenue into the Home Depot
driveway. There are signs and pavement markings which
prohibi t this movement. The movement straight across the
intersection is illegal, as the signs indicate.
CITY OF CAMPBELL
Richard Sandell
Page 2
July 15, 1993
6. The City is currently replacing painted street light poles
with galvanized poles, which require less maintenance. The
half-painted poles on Almarida and David are some of the first
to be replaced. They should be replaced with galvanized poles
within six months.
I hope this letter answers your questions and concerns. If you
have additional concerns, please do not hesitate to call me at 866-
2150.
Very truly yours,
1tL0u:Ltl (Q t-lUv~
Michelle Quinney {
Acting city Engineer
cc: Chuck Gomez, Public Works Inspector
File - Encroachment Permit No. 92-115
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RECEIVED
I)tPR 1 1993
March 31, 1993
Job No: 910269
Public WorkslEngineoring
Michael Fuller
City of Campbell
70 North First Street
Campbell, CA 95008
Consulting Engineers
540 Price Avenue
Redwood City, CA 94063
415/365-0412
FAX 415/3651260
Subject:
Permit Number 92-115 - Home Depot
Almirida Woonerf System
Dear Mr. Fuller:
The following are responses to the items in your letter dated March 30, 1993.
1, Section 8 on sheet 10 does apply to the cross sections at 13+00 and 13+90. This
section was called out at station 13+95 as revision 8. Per our meeting in the field and
subsequent conversations with Jim Short it is my understanding that the curb and
Bomanite paving are to flush with existing top of curb grade (which has been removed)
from station 12+75 to 13+30, and station 13+75 to 14+12.
2. The detail for the transition from a 6" high curb to a flush curb has been detailed on
sheet 7 as detail 3.
3. Detail 2 an sheet 10 (per revision 7 dated 3\18\93) dictates that the curb be 6" above
the AC paving and flush with the Bomanite paving. The exception to this is the curb
along the new landscape areas. This curb has been poured approximately 6" higher
than the Bomanite paving, except at station 12+54 and station 13+26. The curb is
slightly less than 6" at station 12+54. This was done to improve the aesthetics of the
grade break created by the ramp. This is acceptable to our office, however the final
call on this is the city's decision. At station 13+ 30 the curb is poured higher than 6"
above the Bomanite paving. The curb hieght at this point can be reduced by raising
the Bomanite at the face of curb or demolishing the top of curb and doweling a new
top of curb, again this decision should be made to the City's satisfaction. Detail 2 has
been revised to reflect the 6" curb height adjacent to the new landscape areas.
If any other clarification or revisions are required please contact me.
Very truly yours,
BRIAN KANG~S F~:uULK
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Michael p<Donnell
MO:kj
cc: Jim Short, Bretton Construction
Professional Services Since 1915
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70 NO. FIRST STREET
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(408) 866-2150
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FIELD ENGINEER'S DAILY REPORT
PROJECT NO. 92-115
@
480 HAMILTON
HOME DEPOT
REPORT NO: 8:5
DATE: FR./ 3 -/0 -':J'j
WEATHER: GL-t"";?l~
INSPECTOR: 11'/10kAv'/l-j
CONTRACTOR: BRETON CONST.
ITEM
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C AMP BEL L
FIELD ENGINEER'S DAILY REPORT
PROJECT NO. 92-115
fa
.
CONTRACTOR: BRETON CONST.
REPORT NO: 84-.
DATE :"r/iIjK:~, <), C) -'-)3
WEATHER: C U:A R..
INSPECTOR: / AlID I<Al.v.f.\
480 HAMILTON
HOME DEPOT
ITEM
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FIELD ENGINEER'S DAILY REPORT
PROJECT NO. 92-115
@
480 HAMILTON
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FIELD ENGINEER'S DAILY' REPORT
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City of campbell . .
FIELD ENGINEER'S DAILY- REPORT 92--//15
. PROJ: 480 HAMILTON SlGN1R~ REPORT NO. 156
9... CON1R: HOME DEPOT DAn: M()J.j i -25 -03
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FIELD ENGINEER'S DAILY' REPORT . 92 ,-/15
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HOME DEPOT DATE:
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FIELD ENGINEER'S DAILY- REPORT ' 92 -II!>
" PROJ: 480 HAMILTON SlGN1R~ REPORT NO. ,54-
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City ot campD~U - _-
FIELD ENGINEER'S DAILY' REPORT 92 ..~II~
~ PROJ: 480 HAMILTON SlGN1II~ REPORT NO. !3 3
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FIELD ENGINEER'S DAILY' REPORT . 92 -II;>
PRO,,: 480 HAMILTON SlGNTR~ REPORT NO. !5 z..
HOME DEPOT DATE:
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FIELD ENGINEER'S DAILY- REPORT . 92-1/?
~ PROJ: 480 HAMILTON SlGN1II~ REPORT NO. ft'
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HOME DEPOT DATE:
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FIELD ENGINEER'S DAILY' REPORT . 92. -115
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HOME DEPOT DATE:
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FIELD ENGINEER'S DAILY' REPORT 92 -/15"
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FIELD ENGINEER'S DAILY- REPORT 92 -//5
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4Ii CON"-: HOME DEPOT DATE:
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City of Campbell . ..
FIELD ENGINEER.S DAILY' REPORT 92 -/15"
PROJ: 48'0 HAMILTON SlGImI: REPORT NO. 3 b
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City Of campbell . .
FIELD ENGINEER.S DAILY' REPORT
PRQ.I: 480 HAMILTON SlClrnR: REPORT NO. 2... 3
HOME DEPOT DATE:
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FIELD ENGINEER'S DAILY- REPORT
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FIELD ENGINEER'S DAILY' REPORT
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FIELD ENGINEER-S DAILY- REPORT
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HOME DEPOT DATE:
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FIELD ENGINEER'S DAILY' REPORT
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City Of campbell . ..
FIELD ENGINEER'S DAILY' REPORT
PRO.I: 480 HAMILTON SlGN1R: REPORT NO. /8
HOME DEPOT DATE:
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FIELD ENGINEER.S DAILY' REPORT
PRO.I: 480 HAMILTON SlGN1R: REPORT NO. j 7
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FIELD ENGINEER'S DAILY' REPORT
PROJ: 480 HAMILTON SlGNTR: REPORT NO. /0
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FIELD ENGINEER'S DAILY- REPORT
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FIELD ENGINEER'S DAILY' REPORT
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FIELD ENGINEER'S DAILY' REPORT
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City of Campbell . .
FIELD ENGINEER'S DAILY- REPORT
PRO..: 480 HAMILTON SlGN1R: REPORT NO. I Z
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City Of camptJ~l[ ,
FIELD ENGINEER.S DAILY' REPORT
PROJ: 48'0 HAMILTON SlGNtR: REPORT NO.
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FIELD ENGINEER'S DAILY' REPORT
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FIELD ENGINEER'S DAilY- REPORT
480 HAMILTON
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PRD.I: 48'0 HAMILTON SlGN'IR: REPORT NO.
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FIELD ENGINEER'S DAILY- REPORT
480 HAMILTON
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FIELD ENGINEER'S DAILY- REPORT
PROJ: 480 HAMILTON
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City of Campbell". ."
FIELD ENGINEER'S DAILY' REPORT
PROJ: 480 HAMILTON
HOME DEPOT
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FIELD ENGINEER'S DAilY' REPORT
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FIELD ENGINEER'S DAILY' REPORT
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City of campbell '
FIELD ENGINEER'S DAILY- REPORT
PROJ: 480 HAMILTON
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FIELD ENGINEER'S DAILY' REPORT 92. .-/98
PROJ: 480 HAMILTON SlGN1R: REPORT NO.8
~-B HOME DEPOT DATE:
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FIELD ENGINEER'S DAILY' REPORT . 92 -/9&
. PRDJ: 480 HAMILTON SlGN1R~ REPORT NO. 7
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FIELD ENGINEER'S DAILY' REPORT 9
PROJ: 480 HAMILTON SlGJmI: REPORT NO. C:,
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FIELD ENGINEER'S DAILY' REPORT
PRDJ: 480 HAMILTON SlGN1R:
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FIELD ENGINEER'S DAILY-REPORT ')2-/98
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FIELD ENGINEER'S DAILY- REPORT ' 92 -/98
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City of Campbell.. ..
FIELD ENGINEER'S DAILY' REPORT 92 -/98
PROJ: 480 HAMILTON SlGN1II: REPORT NO. 2-
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TO:
Mike Fuller, Gary Kruger
FROM:
Jessy Pu
DATE:
June 9, 1993
RE:
Home Depot Punch List
The following are the traffic signing and striping related problems identified from field
check on June 8:
· Plan sheet 6 - Sign schedule #17 is R7 A, R34A, Type N instead of R7, R34 -
This is for correction in the as-built plan.
· Plan sheet 6 - Sign R61 of sign schedule #2 has zero lateral clearance to the
face of curb. The minimum requirement is 1 foot.
· Plan sheet 6 - Sign R61 of sign schedule #3 is not installed. It needs to be
erased in the as-built plan.
· Plan sheet 6 - There are a R7 sign and a R73-2 sign installed on the median
nose of Hamilton Ave on the west side. They are not shown on the plan and
they do not have sufficient vertical and lateral clearance. I don't think we need
them.
· Plan sheet 6 - Arrow markings are not thermoplastic - not specified in the plan.
Is this what we wanted?
In addition, I happened to see the following conditions:
· On Almarida Dr. Station 12 + 00 L T - Concrete sidewalk under electrolier is not
restored.
· Westbound approach on Hamilton Ave - Some loop sawcut slots need sealants.
If you have any questions, please let me know.
To:
Chuck Gomez
Assistant Engineer
6/4/93
From:
vince Huppe
Park supervisor
~C'\L.\.<I~, t T
<=1L-.- \ \ S
~ e.w...4lC\L~~
Subject: Home Depot and Almarida Avenue
Landscape Deficiency List
Chuck, please note the following results of my inspection of the Home
Depot and A1marida Avenue island landscape and irrigation systems.
Home DeDot. Hamilton Avenue
. No deficiencies were noted on the Hamilton Avenue side of Home
Depot.
Home DeDot. Salmar Avenue
. The irrigation bubblers that were above grade before installation
of the new trees for Home Depot are buried and need to be raised
above grade.
. The rootbarriers are significantly above grade and needs to be
reinstalled at grade.
. Voids between exposed root ball, soil and rootbarriers needs to be
corrected by adding soil.
. At the time of this inspection the trees were displaying initial
signs of wilt which is an indication of the need for the contractor
to irrigate more frequently than has been the past practice.
Overall quality of the trees was unaffected by the need for water.
Almarida Avenue Islands
. The sprinklers on all islands need to be adjusted so as to minimize
overspray into the streets and sidewalks
. At the time of inspection with the Contractor it was noted tha.t a
car had run over the center island at the intersection of Almarida
and David. Four shrubs were slightly injured, one shrub was
significantly injured and a few lantana groundcover sprouts had
been smashed. six inch tire ruts were also noted from were the car
had driven over the island. The rest of the landscape and
irrigation system was unaffected.
. The contractor stated that the lock to the R.P.P. backflow would be
removed after the 60 day maintenance period and keys to the
irrigation controller would be mailed to the city.
. No other deficiencies as per the plans were noted.
If you have any further questions please call me at 364-2825.
PROJECT SUMMARY DOCUMENT
Date: 3/1/93
Rev: 6/1/93
Program #: 715
Program Manager:
j
HOME DEPOT
PERMIT NUMBER 92-115
I. PROJECT DESCRIPTION
Management of the construction of the offsite improvements associated with the new
Home Depot store at 480 E. Hamilton Avenue. Responsibilities include inspection
of the construction, evaluation of plan changes, coordination with other departments,
and coordination with the public. Design and construction are funded by the
developer.
II. PROJECT FUNDING/BUDGET
,
A. Estimated Costs
Staff: $6,525
Total staff time for inspection and construction coordination is estimated at 213
person-hours for fiscal year 1992/1993.
B. Funding Sources
Funding for staff time spent on this project comes from the Land Development
Section account (715). This account is part of the General Fund. The developer
paid $45,010 for plan check and inspection associated with this project.
III. SCHEDULE
Monthly status spreadsheet attached.
IV. ENGINEERING PROJECT STAFF-RESPONSIBILITIES
Mike Fuller - Project Management
Chuck Gomez - Project Inspection
1 OF 2
V. MAJOR ISSUES
The improvements, particularly the Woonerf on Almarida Drive, need to be
completed with minimum disruption to the surrounding neighborhood.
VI. OTHER INVOLVED PERSONS. AGENCIES AND ORGANIZATIONS
The Traffic and Lighting section of the Maintenance Division has been closely
involved in inspection and coordination of the traffic signal and controller installation.
Their involvement is on an as-needed basis at the request of the Public Works
Inspector. Caltrans has issued permits to the contractors for the traffic control on
westbound Hamilton Avenue.
REVIEW/APPROVAL OF SUMMARY DOCUMENT
\
Author: ~~ (AI'l
Land Development: /'Ii"
City Engineer: .~
DISTRIBUTION:
Don Wimberly
Michelle Quinney
Mike Fuller
Chuck Gomez
j:\psd\92-115.PSD(DJR)
2 OF 2
~'L/\\S
May 26, 1993
TO: LOCATION FILES ~A _ ' /
FROM: GARY KRUGER, TRAFFIC ENGINEER /'"'<\- - \ ~
RE: ADVISORY AND REGULATORY SIGNING FOR WOONERF
The Work Order for adding advisory and regulatory signs to better manage traffic at the
new woonerf is based upon my personal observations of traffic conditions. As we all know, the
woonerf is a new type of traffic control device, and the primary objective of the design is to
appear as a "non-street" to approaching drivers to influence them to slow appreciably, and even
avoid the route altogether. The physical layout of the design constrains drivers from excessive
speeds along the entire length of Almarida from Hamilton to David. At the beginning my belief
in the design was that few, if any, signs or markings should be placed because the physical
appearance of the woonerf is such that traffic speeds would be self-enforcing. My observations
reveal this not to be the case for perhaps 10 % of the drivers using the woonerf.
I have observed the woonerf during the morning commute hours, the midday hours, the
afternoon commute hours, and late at night on a weekend. I observed several sports-utility
vehicles speeding over the speed humps and through the woonerf, especially late at night, and
these vehicles would sometimes return to speed across the humps and woonerf as if it were some
kind of obstacle course. There were perhaps a few drivers late Saturday night under the
influence that left the restaurant at Hamilton and Almarida and cruised north on Almarida at high
speeds. Once they went over the humps (at speeds over 40 mph) they left the ground and landed
hard on the pavement, perhaps damaging their cars. I have not seen drivers at other times
exceeding 20 mph over the humps, so speeds are probably related to thrill driving and driving
under the influence.
Regardless, it is my opinion that because of the specific conditions on Almarida, that it
is necessary for the city to place advisory signs warning drivers that the bumps should be
negotiated at 10 mph. I also recommend that we post "KEEP RIGHT" signs at David and
Almarida to prevent drivers going the wrong way past the circular island. I also think we should
post the ramp approaches to the woonerf at David and Almarida with the same BUMP signs.
Other than some problem drivers, the woonerf appears to work as desired. We have
monitored traffic counts on Almarida both before and after the woonerf was opened to traffic.
During the week of April 12th, average daily traffic on Almarida must north of Hamilton was
1,770 vehicles per day (before woonerf opened April 30th). The week immediately following
the opening of the woonerf, traffic increased to 2,080 vehicles daily, or about 310 cars daily
crossed the woonerf. The week of May 10th, traffic increased to 2,120, so I figure that 350 to
400 cars crossed the woonerf daily. The week of May 17th, traffic stayed at 2,100 vehicles
daily, so there has been no significant increase in traffic volumes on Almarida since the woonerf
opened. It appears that all that is needed is to implement the work order.
cc: Mike Fuller
Brian Kangas Fol.._.
RECEIVED
MAY 26 1993
May 24, 1993
Job No. 920169-12
Public Works/Engineering
Mr. Mike Fuller
City of Campbell
Public Works Department
70 North First Street
Campbell, CA 95008
Subject:
Permit Number 92-115
Home Depot Off-site Improvements
Dear Mr. Fuller:
The work on the Campbell Home Depot off-site improvements is complete.
The work includes the roadway improvements and traffic signal system on
East Hamilton Avenue and Almarida Drive, the Almarida-Woonerf system
and the 480 Hamilton Avenue off-site improvements. By form of this letter
we are requesting a final inspection and punch list for this work.
If I can be of any assistance in closing this project, please call me.
Very truly yours,
BRIAN KANGAS FOULK
~~/?:'
Mike O'Donnell
MOD:pms
cc: Jack Nulton - Breton Construction
Mark Rone - Greenberg Farrow
Professional Services Since 1915
C(l,ll~
Consulting Engineers
540 Price Avenue
Redwood City, CA 94063
415/365-0412
FAX 415/365-1260
I-IAR.ZA KALOVEER
Consulting Engineers
May 20, 1993
K1149-6B-1826, 23402
Home Depot USA Inc.
601 South Placentia Street
Fullerton, California 92631
R.CEIVED
MAY 211993
Attention: Mr. Mark Beers
q-"L..- \ \-c:.
~ ~. ~\.-<-"\ \. ~c.-::)
Public W orkslE .
ngmeering
RE:
EARTHWORK AND PAVEMENT
TESTING SERVICES
THE HOME DEPOT - OFFSITE
CAMPBELL, CALIFORNIA
Gentlemen:
In accordance with your request, we have provided testing services
for the Home Depot Offsite project located in Campbell,
California.
SCOPE OF SERVICES
The scope of our services included laboratory and field density
testing services during the earthwork and pavement operations for
the subgrade preparation, aggregate base and asphaltic concrete
placement for Almarida Drive and David Drive.
TEST PROCEDURES:
Laboratory:
Test Method
/
Moisture Density Relations of Soils
(Compaction Curve)
Stabilometer Value
ASTM D1557
CAL Test 306
Compacted Unit Weight
Theoretical Maximum Density
Asphalt Content
Sieve Analysis
ASTM D1561
ASTM D2041
ASTM D2172
CAL Test 202
RlJlti/prep
425 Roland Way Oakland, California 94621
Tel: (510) 568-4001 Fax: (510) 568-2205
Home Depot USA, Inc.
May 20, 1993, 23402
Page 2
Field:
Test Method
Density of Soil and Soil Aggregate
In Place by Nuclear Method
ASTM D2922
Density of Bituminous Concrete in-place
by Nuclear Method
ASTM D2950
FIELD SUMMARY AND TEST RESULTS:
The earthwork operations included in this report were performed
during the period of April 27, through 29, 1993. The grading
contractor for the project was Appian Engineering.
The results of the laboratory compaction and qualification tests as
well as the field density tests are presented on the attached
Tables A and B.
If you have any questions concerning our test results, please call.
Very truly yours,
Patrick Stevens, P.E.
Civil/Geotechnical Engineer
C38807, GE2084
JP/PS :ms
Copies:
Addressee (2)
City of Campbell (1)
Attention: Mr. Mike Fuller
nulti/prep
k1ARZA KALDVEER
Home Depot USA, Inc.
May 20, 1993, 23402
Page 3
I TABLE A I
SlJIoI4AR Y OF LABORATORY TEST RESULTS
I COMPACTION CURVE RESULTS I
ASTM 01557-78
TEST MAX DRY DENSITY OPTI~ MOISTURE
NO. SOURCE AND DESCRIPTION OF MATERIAL (pet) CONTENT
(X)
1 ONSITE: Brown Clayey SILT with some Sand (ML) 124 12
2 ONSITE: Brown Fine Sandy SILT (ML) 120 12
3 IMPORT: Tan-Grey Sandy GRAVEL (GW)
Class 2 Aggregate Base
Source: Kaiser Cuoertino 139 6
4 IMPORT: Black Sandy GRAVEL (GW)
CLass 2 Aggregate Base
Source: Kaiser Cupertino 139 5
5 ONSITE: Grey Sandy GRAVEL (GW)
R-Value: 86 Sand Equivalent: 32 131 8
(Existing Pavement Grindings)
6 ONSITE: Brown Sandy SILT (ML) 120 11
SIEVE ANALYSIS TEST RESULTS CLASS 2 AGGREGATE BASE
CALIFORNIA TEST #202
U.S. STANDARD PERCENT PASSING SAMPLE 5
SIEVE SIZE SPECIFICATIONS
1" 100 100
3/4" 87 - 100 97
#4 30 - 60 53
#30 5 - 35 17
#200 o - 12 8
I TABLE A I
SUMMARY OF LABORATORY TEST RESULTS
! ASPHALTIC CONCRETE TEST RESULTS I
THEORETICAL LABORATORY
SAMPLE SAMPLE PERCENT S-YALUE MAXIMUM DENSITY COMPACTED ASPHALT
NO. DATE DESCRIPTION YOIDS (pet) UNIT WEIGHT CONTENT (X)
ASTM 02041 (pef) ASTM 02172
ASTM 01561
I 1 I 4/'29/93 I '12" Medillll Type B I 2.3 I 40 I 156 i 152 i 5.3 I
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PROJECT SUMMARY DOCUMENT
Program #: 715
Program Manager: Mike Fuller
Project #: Permit No. 92-115
Project Manager: Mike Fuller
Date: 3/1/93
Rev: 5/1/93
HOME DEPOT
PERMIT NUMBER 92-115
I. PROJECT DESCRIPTION
Management of the construction of the offsite improvements associated with the new
Home Depot store at 480 E. Hamilton Avenue, Responsibilities include inspection
of the construction, evaluation of plan changes, coordination with other departments,
and coordination with the public. Design and construction are funded by the
developer.
II. PROJECT FUNDING/BUDGET
A. Estimated Costs
Staff: $6,525
Total staff time for inspection and construction coordination is estimated at 213
person-hours for fiscal year 1992/1993.
B, Funding Sources
Funding for staff time spent on this project comes from the Land Development
Section account (715). This account is part of the General Fund. The developer
paid $45,010 for plan check and inspection associated with this project.
III. SCHEDULE
Monthly status spreadsheet attached.
IV. ENGINEERING PROJECT STAFF-RESPONSIBILITIES
Mike Fuller - Project Management
Chuck Gomez - Project Inspection
1 OF 2
V. MAJOR ISSUES
The improvements, particularly the Woonerf on Almarida Drive, need to be
completed with minimum disruption to the surrounding neighborhood.
VI. OTHER INVOLVED PERSONS, AGENCIES AND ORGANIZATIONS
The Traffic and Lighting section of the Maintenance Division has been closely
involved in inspection and coordination of the traffic signal and controller installation.
Their involvement is on an as-needed basis at the request of the Public Works
Inspector. Caltrans has issued permits to the contractors for the traffic control on
westbound Hamilton Avenue.
REVIEW/APPROVAL OF SUMMARY DOCUMENT
Author:;..l,..:r . ?;
Land Development: m~'j .
City Engineer:
DISTRIBUTION:
Don Wimberly
Michelle Quinney
Mike Fuller
Chuck Gomez
j:\psd\92-115.PSD(DJR)
2 OF 2
I--IARZA KALOVEER Consulting Engineers
RECEIVED
-----~-_._-~----
APR 2 1 1993
Public Works/Engineering
Home Depot USA Inc.
601 South Placentia Street
Fullerton, California 92631
April 20, 1993
Kl149-6B-1826, 23205
'\=>~ l'T ~"'""2-- \, \ "S..
~ e:. ~k\.~i-..:::.)
B:. \<::... F
P..:.~~ c...c~.
Attention: Mr. Mark Beers
RE: EARTHWORK TESTING SERVICES
THE HOME DEPOT - OFFSITE
CAMPBELL, CALIFORNIA
Gentlemen:
In accordance with your request, we have provided testing services
for the Home Depot Offsite project located in Campbell,
California.
SCOPE OF SERVICES
The scope of our services included laboratory and field density
testing services during the earthwork operations for the curb and
gutter, sidewalks and roadway for Almarida Drive.
TEST PROCEDURES:
Laboratorv:
Test Method
Moisture Density Relations of Soils
(Compaction Curve)
ASTM D1557
Field:
Test Method
Density of Soil and Soil Aggregate
In Place by Nuclear Method
ASTM D2922
IIIJlti/prep
425 Roland Way Oakland, California 94621
Tel: (510) 568-4001 Fax: (510) 568-2205
Home Depot USA, _nc.
April 20, 1993, 23205
Page 2
FIELD SUMARY AND TEST RESULTS:
The earthwork operations included in this report were performed
during the period of March 18, through April 6, 1993. The grading
contractor for the project was Appian Engineering.
The results of the laboratory compaction tests as well as the field
density tests are presented on the attached Tables A and B.
Areas of fill or backfill which initially did not meet the
specification density requirements were reworked until a passing
density test was obtained.
If you have any questions concerning our test results, please call.
JP/PS:ms
Copies:
Very truly yours,
Ju ian Peet
T chnician Supervisor
ICET #74125
\)~~
Patrick Stevens, P.E.
Civil/Geotechnical Engineer
C38807, GE2084
Addressee (2)
city of Campbell (1)
Attention: Mr. Mike Fuller
IllJltitprep
I-IARZA KALDVEER
Home Depot USA, ~llC .
April 20, 1993, 23205
Page 3
I TABLE A I
SUMMARY OF LABORATORY TEST RESULTS
I COMPACTION CURVE RESULTS I
ASTM 01557-78
TEST MAX DRY DENSITY OPTIMUM MOISTURE
NO. SOURCE AND DESCRIPTION OF MATERIAL (pet) CONTENT
(%)
1 ONSITE: Brown Clayey SILT with some Sand (ML) 124 12
2 ONSITE: Brown Fine Sandy SilT (Ml) 120 12
3 IMPORT: Tan-Grey Sandy GRAVEL (GW)
Class 2 Aggregate Base
Source: Kaiser Cupertino 139 6
4 IMPORT: Black Sandy GRAVEL (GW)
Class 2 Aggregate Base
Source: Kaiser Cupertino 139 5
5 ONSITE: Grey Sandy GRAVEL (GW)
(Existing Pavement Grindings) 131 8
HARZA KALDVEER
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CITY OF CAMPBEll
70 NORTH FIRST STREET
CAMPBELL, CALIFORNIA 95008
(408) 866-2100
FAX # (408) 379-2572
Department:
Public Works
April 6, 1993
Breton Construction
Attn: Jim Short
480 E. Hamilton Avenue
Campbell, California 95008
Subject: Permit Number 92-115, Home Depot
Dear Mr. Short:
Enclosed please find a bill from PG&E which was erroneously sent to
the City of Campbell for the connection of the signal at Hamilton
and Almarida. Please remit payment to PG&E for this service. If
you have any questions, please do not hesitate to call me at 866-
2158.
Very truly yours,
~~~
Michael A. Fuller
Assistant Engineer
attachment
cc: PG&E, 111 Almaden Boulevard, San Jose, CA 95113
Campbell Finance Department
H: PGE (JD)
Sundry Sales Invoice ,Pacific GaS' and Electric Company
... ~ , .
r
~
303750343527040473b70421bOOYY
D&C NUMBER
INVOICE DATE
m
@ UVP-4473674-0
CITY OF CAMPBELL PUBLIC WORKS
70 N 1ST ST
CAMPBELLRECEfe. J:5~8
MAR-91993 ~
FINANCE DEPT. I . .. $~l~
2/06/93
21600
21600
UVP
4473674-0
Please return this portion with payment. Bring entire bill when making payment ill office.
When making inquiries contact
our office at
III ALMADEN BLVD
SAN JOSE CA
(408) 280-1212
CITY OF CAMPBELL PUBLIC WORKS
D&C NUMBER
95113 UVP-4473674-0
FEBRUARY 6, 1993 1
WO 157
DESCRIPTION
AMOUNT'
CONNECT TRAFFIC SIGNAL
HAMILTON AVE & ALMARIDA AVE CAMPBELL
COST TO INSTALL STREET LIGHT FACILITIES 216.00
TOTAL AMOUNT NOW DUE $216.00
UVP 4473674
61-4657 Rev. 1-90
This Bill is Now Due and Payable
MAR 31 '93 11:25 BKF REDWOOD CITY
I Brian Kangas follll(
P,2/5
March 31, 1993
Job No: 910269
Michael Fuller
City of Campbell
70 North First Street
Campbell, CA 95008
COlIsulllllg Engineer;
540 Price A~enue
R~dwood City, CA S4063
415/365-0412
FAX 415/365-1260
Subject:
Permit Number 92-115 - Home Depot
Almirida Woonerf System
Dear Mr. Fuller:
The following are responses to the items in your letter dated March 30, 1993.
1. Section 8 on sheet 10 does apply to the cross sections at 13+00 and 13+90, This
section was called out at station 13+95 as revision 8, Per our meeting in the field and
subsequent conversations with Jim Short it is my understanding that the curb and
Bomanite paving are to flush with existing top of curb grade (which has been removed)
from station 12+75 to 13+30, and station 13+75 to 14+12.
2, The detail for the transition from a 6" high curb to a flush curb has been detailed on
sheet 7 as detail 3.
3. Detail 2 an sheet 10 (per revision 7 dated 3\18\93) dictates that the curb be 6" above
the AC paving and flush with the Bomanite paving. The exception to this is the curb
along the new landscape areas. This curb has been poured approximately 6" higher
than the Bomanite paving, except at station 12+54 and station 13+26. The curb is
slightly less than 6" at station 12+54. This was done to improve the aesthetics of the
grade break created by the ramp, This is acceptable to our office, however the final
call on this is the city's decision. At station 13+ 30 the curb is poured higher than 6"
above the Bomanite paving. The curb hieght at this point can be reduced by raising
the Bomanite at the face of curb or demolishing the top of curb and doweling a new
top of curb, again this decision should be made to the City's satisfaction. Detail 2 has
been revised to reflect the 6" curb height adjacent to the new landscape areas.
If any other clarification or revisions are required please contact me.
Very truly yours,
;;:u;;;:r
Michael ~onnell
MO:kj
cc: Jim Short, Bretton Construction
Professional Services Since 1915
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C
CITY OF CAMPBELL
70 NORTH FIRST STREET
C AMP BEL L. C A L I FOR N I A 9 5 0 0 8
(408) 866-2100
FAX # (408) 379-2572
Department:
March 30, 1993
Public Works
Brian Kangas Foulk
Attn: Mike O'Donnell
540 Price Avenue
Redwood City, California
94063
Subject: Permit Number 92-115 - Home Depot
Dear Mr. O'Donnell:
As a fOllow-up to our conversation last Friday, the following items
must be clarified on the improvement plans for the Almarida Woonerf
improvements:
1) Does Section 8 on Sheet 10 apply to the cross-section at
stations 13+00 and 13+90? No section is called out at these
locations. If this section does not apply, please clarify what
does.
2) The termination for the landscaping curbs at stations 12+75,
13+30, and 13+75 are not detailed. There is no indication on
the plans of how these cubs terminate. Please detail these
areas.
3) It appears that detail 2 on sheet 10 dictates that the
landscape curb height be 6" above the bomanite in all areas,
including in the areas of stations 12+65 and 13+40. Is this
the case? There was apparently some confusion on the part of
the engineer who staked the job. Please clarify this point.
If you have any questions, please do not hesitate to call me at
(408) 866-2158.
~~2&r
Michael A. Fuller
Assistant Engineer
cc: Jim Short, Breton Construction, 480 E. Hamilton Avenue,
Campbell, CA 95008
Chuck Gomez, City of Campbell
h:\odonnell
.l carbOline..]
;~ '\
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~
....-......~
SELECTION DATA
GENERIC TYPE: Two component, cross-linked epoxy.
GENERAL PROPERnES: CARBOLINE S01 is a self priming, high
build, semi-gloss finish available in a wide variety of colors, Can
be applied by spray. brush or roller over hand or power tool
cleaned steel and is compatible with most existing coatings and
tightly adhered rust. The cured film is tough and abrasion
resistant and provides an easily cleanable. esthetic surface.
Features include:
. Single coat corrosion protection.
. Good weathering resistance.
. Good flexibility and lower stress upon curing than most
epoxy coatings,
. Excellent tolerance of damp (not wet) substrates.
. Can be spray applied up to 8 mils dry in one coat.
. Has a higher flash point than most epoxy coatings (over
110oF, including recommended Carboline Thinner).
. Meets the most stringent VOC (Volatile Organic Content)
regulations.
RECOMMENDED USES: Recommended as a general, plant wide,
maintenance coating for tanks, structural steel or miscellaneous
equipment in industrial environments that include Chemical
Processing, Pulp and Paper. Water and Waste Water Treatment
and Power Generation among others. May be used as a single
coat, shop applied system for new structural steel and equip-
ment that will receive mild chemical exposures. Two coats of
CARBOLINE 801 are recommended for use in more severe
environments. Consult Carboline Technical Service Department
for other specific uses,
NOT RECOMMENDED FOR: Immersion service, splash and spill-
age of very strong solvents or concentrated acids.
TYPICAL CHEMICAL RESISTANCE:
Expo.ure Splash and Splla.ge
Acids Good
Alkalies Good
Solvents Very Good
Salt Solutions Excellent
Water Excellent
Fumes
Very Good
Excellent
Excellent
Excellent
Excellent
TEMPERATURE RESISTANCE:
Continuous: 200"F (93"CI
Non-continuous: 25O"F (1210C)
SUBSTRATES: Apply over suitably prepared metal, concrete, or
other surfaces as recommended.
COMPAnBLE COAnNGS: May be used over most generic types of
coatings which are tightly adhering and properly prepared. A
test patch is recommended for use over existing coatings. May
be topcoated to upgrade weathering resistance. Not recom-
mended over chlorinated rubber or latex coatings, Consult
Carboline Technical Service Department for specific recommen-
d~tions,
August 90 Replaces July 87
produet data sheet
CARBOLINE@ 801
g ~1~ by t.. Cb.::r,
Col.~~ ;;: 033"
SPECIFICATION DATA
I
....
THEORmCAL SCUDS CONTENT OF MIXED MATERIAL:-
By Volume
76"k % ~k
CARBOUNE S01
VOLAnLE ORGANIC CONTENT:-
As Supplied: 1.74IbsJgal.(208 gmlliter- Color White (5800)
thinned: The following are nominal values utilizing CARBOLINE
Thinner #4.
fluid
Ounces/Gal.
8
16
32
% Thinned
6"10
12%
25%
-Varies with color
Pounds!
Gallon
2.08
2.37
2.88
Grams!
LIter
250
284
345
RECOMMENDED DRY FILM THICKNESS PER COAT:
4-6 mils (100-150 microns) for use in mild environments,
6-8 mils (150-200 microns) for use over light tight rust. In more
severe environments a second coat of 4-6 mils(1 00- 150 microns)
is recommended.
THEORETICAL COVERAGE PER MIXED GALLON:
1219 mil sq, ft. (30.4 sq. mil at 25 microns)
244 sq. ft. at 5 mils(6.0 sq. mil at 125 microns)
Mixing and application losses will vary and must be taken into
consideration when estimating job requirements.
SlORAGE CONDmONS: Store Indoors.
Temperature: 4O-950F (4-350C)
Humidity: 0-90%
SHELF UFE: Twenty-four months minimum when stored at 750F
(240C).
COLORS: Available in Carboline Color Chart Colors. Metallic alumi-
num colors are available upon special request. Some colors may
require two coats for adequate hiding. Consult your local Carbo-
line representative or Carboline Customer Service for availabil-
ity,
· See notice under DRYING TIMES.
GLOSS: Semi-gloss (Epoxies lose gloss and eventually chalk in
sunlight exposure).
ORDER INFORMATION
Prices may be obtained from your Carboline sales representative
or Carboline Customer Service Department,
APPROXIMATE SHIPPING WEIGHT:
2'.
10'.
135 Ibs. (61 kg)
45 Ibs. (20 kg)
in 5's
CARBOUNE S01
CARBOUNE Thinner #4
28lbs, (12 kg)
9 Ibs. (4 kg)
in 1'5
RASH POINT: (Penslcy-Martens Closed Cup)
CARBOUNE S01 Part A
CARBOUNE S01 Part B
CARBOUNE Thinner #4
1 10"F (43"C)
1150F (46"C)
1100F (43"C)
To the bHl of our knowledge the technicel deUl conteined he..in e.. true end KCUrate et the daUI of ieeuence end e.. aubject to cIlenge without prior notice, U..r muat conUlct
C.rboline Company to verify correct..... before apecifying or ordering, No guarent.. of KCUrecy is given 0' implied, We guaran_ au, products to conform to C.rboline quality
control, We asaume no reaponlibilityfor coverage, performance 0' injuri.. r....lting from use, Liability. if any. ialimited to replacement of producta, Pricea and coat deta if ahown, are
aubjectto change without prior notice. NO OTHER WARRANTY OR GUARANTEE OF ANY KINO IS MADE BY C.rboline, EXPRESS OR IMPLIED. STATUTORY. BY OPERATION OF L/lW,
OR OTHERWISE. INCLUOING MERCHANTABIUTY ANO FITNESS FOR A PARTICULAR PURPOSE,
1-. ?L1CA TION INSTRUCT. ..JNS
CARBOLINE@ 801
Th_ instructions ere not intended to show product recommendlltions for epecific service, Thev ere iuued es en eid in determining correct surfllce preperetion. mixing . \
instructions end epplication procedure, h Is essumed that the proper product recommendlltions have been mede, Th_ instructions should be followed cloaelvto obtein J
the meximum service from the meterials, .
...
I
SURFACE PREPARATION: Remove oil or grease from surface to
be coated with clean rags soaked in CARBOLINE Thinner #2 or
SURFACE CLEANER #3 (Refer to Surface Cleaner #3 instruc-
tions) in accordance with SSPC-SP 1.
Steel: For mild environments Power Tool or Hand Tool Clean in
accordance with SSPC-SP 3 or SSPC-SP 2, respectively to pro-
duce a rust-scale free surface.
For more severe environments, abrasive blast to a Commercial
Finish in accordance with SSPC-SP 6 (or NACE #3) to obtain a 1-
1/2 - 3 mil (40-7S micron) blast profile.
Concrete: Apply over clean, dry recommended surfacer. Can be
applied directly to dry concrete where an uneven surface cen be
tolerated. Remove laitance by abrasive blasting or other means.
Do not coat concrete treated with hardening solutions unless
test patches indicate satisfactory adhesion. Do not apply coating
unless concrete has cured at least 28 days et 70"F (210C) and SO"/o
R.H, or equivalent time.
MIXING: Mix separately, then combine and mix in the following
proportions:
2 Gel. KIt
1 gallon
1 gallon
10 Gel. KIt
S gallons
S gallons
CARBOLINE 801 Part A
CARBOLINE 801 Part B
DO NOT MIX PARTIAL KITS.
THINNING: For spray applications, may be thinned up to 12% (16
fl. ozJgal.) by volume with CARBOLINE Thinner #4.
For brush and roller applicetion. may be thinned up to 2S"/o (32 fl.
oz.lgal.) by volume with CARBOLINE Thinner #4.
Refer to Specification Data for VOC information,
Use of thinners other than those supplied or approved by Carbo-
line may adversely affect product performance and void product
warranty, whether express or implied.
POT LIFE: Four hours at 7S0F (240C) and less at higher tempera-
tures, Pot life ends when coating loses bOdy and begins to sag.
Thinning rates above 12"10 will shorten the working time to two
hours due to reduced film build.
APPLICATION CONDmONS:
Material Surfaca.
Normal 6Q-85OF 6O-85OF
(l6-29"CI (16-29"C)
Minimum !iO"F (111"CI !iO"F (111"C)
Maximum 9ll"F (32"C) 135"F (57"CI
Ambient
6O-85OF
(16-29"C)
5ll"F (111"C)
l111"F (4:rC)
Humidity
D-!KI%
0%
!KI%
Do not apply when the surface temperature is less than SOF (2"C)
above the dew point.
Special thinning and application techniques may be required
above or below normal conditions.
SPRAY: This is a high solids coating and may require slight adjust-
ments in spray techniques. Wet film thicknesses are easily and
quickly achieved. The following spray equipment has been
found suitable and is available from manufacturers such as
Binks. DeVilbiss and Graco,
Conventional: Pressure pot equipped with dual regulators, 318"
I.D. minimum material hose, .070" 1.0, fluid tip and appropriate
air cap.
A1rf...:
Pump Ratio: 30: 1 (min.)-
GPM Output: 3.0 (min.)
Material Hose: 318"1.0. (min.)
Tip Size: .017-.021w
Output psi: 1900-2100
Filter Size: 60 mesh
-Teflon packings are recommended and are available from the
pump manufacturer.
BRUSH OR ROLLER: Use a medium bristle brush, or good quality
short nap roller, avoid excessive rebrushing and rerolling. Two
coats may be required to obtain desired appearance and recom-
mended OFT. For best results, tie-in within 10 minutes at 7soF
(240C).
DRYING TIMES: These times are at 4 mils (100 microns) dry film
thickness. Higher film thicknesses will lengthen cure times,
Dry to Touch at 7soF (240C)-3- 112 hours
Dry to Handle at 7soF (240C)-6-112 hours
Between Coats
36 hours
24 hours
12 hours
6 hours
5O"F (10"C)
6O"F (16"C)
7soF (240C)
9O"F (32"C)
Finel Cure
3 days
2 days
24 hours
12 hours
May discolor if exposed to rain. condensation or moisture from
any source prior to final cure, When this occurs, coating may
turn white, particularly noticeable with darker colors,
CLEANUP: Use CARBOLINE Thinner #2.
CAUTION: READ AND FOLLOW ALL CAUTION STATEMENTS
ON THIS PRODUCT DATA SHEET AND ON THE MATERIAL
SAFETY DATA SHEET FOR THIS PRODUCT.
CAUTION: CONTAINS COMBUSTIBLE SOLVENTS. KEEP AWAY FROM SPARKS AND OPEN FLAMES, IN CONFINED AREAS WORKMEN MUST WEAR
FRESH AIRLINE RESPIRATORS, HYPERSENSITIVE PERSONS SHOULD WEAR GLOVES OR USE PROTECTIVE CREAM, ALL ELECTRIC EQUIPMENT
AND INSTALLATIONS SHOULD BIi MADE AND GROUNDED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, IN AREAS WHERE
EXPLOSION HAZARDS EXIST, WORKMEN SHOULD BE REQUIRED TO USE NONFERROUS TOOLS AND TO WEAR CONDUCTIVE AND
NONSPARKING SHOES,
[ CarbOline.)
350 Hanley Incluatrilll Ct. . St. Louis, MO 83144-1599
III ~ comPll'lY . 31_1000
( carbOline..]
~
SELECTION DATA
GENERIC TYPE: Two component, acrylic aliphatic polyure-
thane.
GENERAL PROPERTIES: CARBOTHANE 0134 HS is an
attractive, high gloss, high solids urethane topcoat which
is easily applied by airless or conventional spray to yield a
smooth. easily cleanable surface. Features include:
. Excellent weatherability
. Excellent flexibility
. Excellent abrasion resistance
· Meets most VOC (Volatile Organic Content) require-
ments,
RECOMMENDED USES: Recommended as a finish coat for
exteriors of tanks, equipment, piping, structual steel, and
concrete surfaces where chemical resistance, toughness,
and weatherability are required. It is an excellent coating
for use in chemical processing, pulp and paper, petro-
chemical, offshore. railcars. heavy marine, institutional
and waste treatment where a highly resistant and attrac-
tive coating is desired.
NOT RECOMMENDED FOR: Immersion service,
TYPICAL CHEMICAL RESISTANCE:
Splash &
Spillage
Very Good
Very Good
Very Good
Excellent
Excellent
Exposure
Acids (1)
Alkalies (1)
Solvents (2)
Salt
Water
Fumes
Excellent
Excellent
Excellent
Excellent
Excellent
(1) Certain colors may discolor
(2) Resistance may vary depending on the type of solvent
TEMPERATURE RESISTANCE: (Non-immersion)
Continuous: 200 OF
Non-continuous: 250 OF
SUBSTRATES: Apply over properly prepared metals or
others as recommended.
COMPATIBLE COATINGS: May be used over epoxies, ure-
thanes and others as recommended. Typically applied as
a topcoat for CARBOLINE 893. CARBOLINE 893 RCP.CAR-
BOMASTIC 15 Low Odor. CARBO MASTIC 90, CARBO-
LINE 801 or CARBOLINE 858 for systems which are low in
volatile emmisions.
SPECIFICATION DATA
THEORETICAL SOLIDS CONTENT OF MIXED MATERIAL:
66% :: 2% by volume
May 90N
produ"'~ data sheet
CARBOTHANE 0134 HS
~I'^'\~h. coa-
)
Co I.,. *t- ~342
VOLATILE ORGANIC CONTENT
As supplied: 2.4 Ibs./gal. (288 gmlliter)
Thinned: The following are nominal values utilizing
Thinner #214.
I
Fluid Pounds! Grams!
% Thinned Ounces/Gal. Gallon Liter
10% 12.8 2.80 336
15% 19.2 3.00 360
20% 25,6 3.13 375
RECOMMENDED DRY FILM THICKNESS PER COAT: 2 mils
over smooth surfaces. Certain colors may require multi-
ple coats for adequate hiding. Additional thickness may
be required over rough surfaces for appearance. Dry film
thickness in excess of 4 mils per coat is not recom.
mended.
THEORETICAL COVERAGE PER MIXED GALLON:
1059 mil sq. ft. (26.5 sq. mil @ 25 microns)
529 sq, ft. at 2 mils (13.2 sq. mil @ 50 microns)
Mixing and application losses must be taken into consid-
eration when estimating job requirements.
SlORAGE CONDmONS: Store Indoors
Temperature: 4O-110oF
Humidity: 0-80%
SHELF LIFE: When stored at 750F
CARBOTHANE 0134 HS Part A: 12 months
Urethane Convertor 900: 24 months
COLORS: Available in a variety of colors. Consult your local
Carboline representative or Carboline Customer Service
for availablity.
GLOSS: High
ORDERING INFORMATION
Prices may be obtained from your local Carboline Sales
Representative or Carboline Customer Service Repre-
sentative.
APPROXIMATE SHIPPING WEIGHT:
1 Gal. Kit
131bs,(5,9 kg)
8 Ibs.(3.6 kg)
4 Gal. Kit
48 Ibs,(21 ,8 kg)
39lbs,(17.7 kg)
CARBOTHANE 0134 HS
Thinner #214
FLASH POINT: (Pensky-Martens Closed Cup)
CARBOTHANE 0134 HS Part A:
Urethane Convertor 900:
Thinner #214:
Thinner #2:
790F
1060F
1020F
240F
To the best of our knowledge the technical d.t. conllined he..in ...true .nd .ccu..te .tthe d.te of iou.nce .nd are subject to change without prior notice, User must cont.ct C.rboline
Company to verify correctness before specifying or orderin~. No gu....nt.. of 'ccu"cv is g.iven or implied. We gu...nt.. our products to, conform to Carboline qu.lity contr~1. We
.ssume no responsibility for coverage, perform.nce or ,n,u"n rnultlng from use, Lllb,hty. If sny. 's limited to repl.cement of products, PrIces .nd COst d,",f shown, .re subJect to
ch.nge without prior notice. NO OTHER WARRANTY OR GUARANTEE OF ANY KIND IS MADE BY Carboline, EXPRESS OR IMPLIED, STATUTORY. BY OPERATION OF lJIW, OR
OTHERWISE, INCLUDING MERCHANTABILITY AND FITNE:SS FOR A PARTICULAR PURPOSE,
APPLICATION INSTRUCTIONS
CARBOTHANE 0134 HS
!
o
These instructions are not intended to show product recommendations for specific service, They are iS$ued as an aid in determining correct surface preparation, mixing
instructions and application procedure, It is assumed that the proper product recommendations have been made. These instructions should be followed closely to obtain
the maximum service from the materials,
.-)
SURFACE PREPARATION: Remove any oil or grease from
surface to be coated with clean rags soaked in Thinner #2
or Surface Cleaner #3 (refer to Surface Cleaner #3 in-
structions) in accordance with SSPC-SP 1.
MIXING: Premix Part A, then combine and mix in the
following proportions,
4,0 Gal. Kit .84 Gal.Kit
CARBOTHANE DI34 HS Part A: 3,55 Gallons 3 Quarts
(in 5 gal.can) (in 1 gal,can)
CARBOLINE Urethane Convertor 900: ,45 Gallon 12 Ounces
THIS PRODUCT IS MOISTURE SENSITIVE. AVOID
MOISTURE CONTAMINATION, DO NOT MIX PARTIAL
KITS.
THINNING:' Thin up to an additional 20% by volume with
Thinner #214 for normal spray application.
Use of thinners other than those supplied or approved by
Carboline may adversely affect product performance and
void product warranty, whether express or implied,
Refer to Specification Data for VOC information.
POT LIFE: Six hours at 750F(240C) and less at higher temper-
atures, Potlife ends when material becomes too viscous
to use, This product is moisture sensitive. Avoid moisture
contamination.
APPLICATION CONDITIONS:
Material Surfaces
60-850F 6O-850F
5lJ"F 350F
10lJ"F 12lJ"F
Ambient
6O-850F
350F
950F
Humidity
40-60%
10%
80%
Normal
Minimum
Maximum
Do not apply when surface temperature is less than 50F, or
20C, above the dew point,
Special thinning and application techniques may be re-
quired above or below normal conditions.
SPRAY: This is a high solids coating and may require slight
adjustments in spray techniques, Wet film thicknesses
are easily and quickly achieved.
The following spray equipment has been found suitable
and is available from manufacturers such as Binks,
DeVilbiss and Graco.
Conventional: Pressure pot equipped with dU,al regulators,
air powered agitator, 318" 1.0. minimum material hose,
.070" 1.0. fluid tip and appropriate air cap.
Airless:
Pump Ratio: 30:1 (min.)*
GPM Output: 3.0 (min.)
Material Hose: 318" 1.0, (min.)
Tip Size: .013-.017"
Output psi: 2100-2400
Filter Size: 60 mesh
*Teflon packings are recommended and are available
from the pump manufacturer.
BRUSH OR ROLLER: Brushing recommended only for
touch-up of small areas. Use natural bristle brush apply-
ing with full strokes. For roller application, use a short nap
mohair roller with phenolic core. Avoid rebrushing and/
or rerolling,
DRYING TIMES: These times are based on the recom-
mended dry film thickness of 2 mils(50 microns), Higher
film thicknesses will lengthen cure time.
Temperature
350F
500F
750F
900F
Dry to Handle
24 hours
16 hours
8 hours
4 hours
Final Cure
14 days
10 days
7 days
5 days
CLEANUP: Use Thinner #2.
CAUTION: READ AND FOLLOW ALL CAUTION STATE-
MENTS ON THIS PRODUCT DATA SHEET AND ON THE
MATERIAL SAFETY DATA SHEET FOR THIS PRODUCT.
CAUTION: CONTAINS FLAMMABLE SOLVENTS. KEEP AWAY FROM SPARKS AND OPEN FLAMES, IN CONFINED AREAS WORKMEN MUST WEAR
FRESH AIRLINE RESPIRATORS, HYPERSENSITIVE PERSONS SHOULD WEAR GLOVES OR USE PROTECTIVE CREAM. ALL ELECTRIC EQUIPMENT
AND INSTALLATIONS SHOULD BE MADE AND GROUNDED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, IN AREAS WHERE
EXPLOSION HAZARDS EXIST. WORKMEN SHOULD BE REQUIRED TO USE NONFERROUS TOOLS AND TO WEAR CONDUCTIVE AND
NONSPARKING SHOES,
~ CarbOline.]
350 Hanley Industrial Ct. . St Louis. MO 63144-1599
an liiiTi) company . 314-$44-1()(X)
MAR 18 '93 18:08 EKF REDWOOD CITY
. . , . . , , , "
1 l.f'
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MEMORANDUM
CITY OF CAMPBELL
To:
Mark Ochenduszko
City Manager
Michael A. Fuller ~t&-~
Assistant Engineer
Date:
March 9, 1993
From:
Subject:
Home Depot Improvements
Permit Number 92-115
----------------------------------------------------------
I am writing to inform you of the status of the Hamil ton
Avenue/Almarida Drive signal turn-on and construction of the
Woonerf improvements on Almarida Drive. This signal is part of
the offsite improvements required in association with the Home
Depot development. Its sole purpose was to allow left turn
access into their easterly driveway on Hamilton Avenue.
The signal was nearing completion during the second week of
February, and the contractor, Breton Construction, expressed
interest in activating the signal. Breton Construction also
asked that the City allow a complete closure of the intersection
of Almarida and David to allow construction of the Woonerf
improvements in that intersection. This closure will allow the
construction to proceed much more quickly. On February 19, the
city wrote a letter to Breton outlining the conditions which
must be met to allow the activation of the signal and the
closure of the intersection of Almarida Drive and David Avenue.
A copy of this letter is attached.
The signal activation was originally scheduled for March 1.
However, due to scheduling problems between Breton and their
signal subcontractor, the turn-on has been rescheduled.
A new schedule was faxed to Public Works on March 4, and the
residents on Almarida were notified of the street closure, as
required by the City. This schedule and notification reflect a
March 10 date for the signal turn-on, and a March 11 date for
the street closure. The other conditions of the street closure
have been fulfilled, and, pending good weather, it appears that
the signal will be activated tomorrow.
cc: Donald C. Wimberly
Joan M. Bollier
'72---/ ;:5'
March 4, 1993
City of Campbell, California
NOTES ON PROPOSED OPERATION OF ALMARlDA & HAMILTON SIGNAL
The new signal at Almarida and Hamilton, proposed for turn-on Tuesday, March 9, 1993
is a Traconex 390 controller and is a part of a hard-wire interconnect system installed on
Hamilton Avenue, Creekside Way and Bascom Avenue including three Caltrans off-ramp
signals.
The proposed operation will not run the new signal as coordinated. This is because
coordinated operation might allow an early green for westbound Hamilton which could result
in vehicles stopping for Almarida and possibly backing through the intersection of Salmar and
Hamilton.
In order to ensure that the Almarida signal does not back traffic back onto the on-ramp
or on Hamilton to the east, we propose that the Almarida signal operate on a "phase-next" signal
from the controller at Salmar and Hamilton/SB 17 off. At the onset of yellow at the east-west
movements on Hamilton at SB 17 off (the next phase would be SB 17 OFF green), there will
be a yield for the Almarida signal to allow a westbound left turn green into Home Depot
followed by greens for Almarida and Home Depot and then by a green for eastbound left turns
onto northbound Almarida. The window for the yield will be only 20 seconds in the 120 second
cycle length (p.m. peak). During this time the Almarida signal can serve non-arterial phases.
At the end of the 30 second window, calls on the non-arterial movements at Almarida will need
to wait until the next window 100 seconds later.
The most critical non-arterial phase to serve is westbound left turns. The cycle length,
split and phasing relationships are designed to ensure that these turns do not back out of the
minimum length left turn lane. Because the volume is expected to be only 150 cars per hour,
this is not expected to be a problem. Volumes from Home Depot and from Almarida are
expected to be less than 150 per hour, and usually under 75 cars per hour.
Gary E. Kruger, P. E.
City Traffic Engineer
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NOTICE
MAl<CH 3 , 1993
TO: RESIDENTS AND BUSINESSES
LOCATION:
ALMARIDA DRIV~ AND DAVlD AV~NU~
CITi' or CAMPELL
SUflJECT:
STREET CLOSURE
AS A RESULT 0.1" STt<J::J::T .LM}ol!{OVJ::Ml::N'!'::i BEING INSTALLED BY HOME
DEPOT, TIlE INTERSECTION OF DAVID AVE. AND ALMARIDA DRIVE
WILL RF. CLOSED, BEGINNING'114UA!SOI4V', MARCH 11, 1993. TWO WAY
tRAFFIC WILL BE RESTORED THROUGH THIS AREA Bt APRIL 17. 1993.
THE HOMES AND BUSINESSES AFFECTED BY THE CLOSURE ARI:: OUTLINED
ON THF. MAP PRTNTF.D BELOW.
BR~TON CONSTRUCTION INC.
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We Want To Hear From You
The Campbell Department of Public Works is involved in many areas.
such as construction and maintenance of streets. sidewalks. handicap
ramps. street lighting. signals. street trees. parks. par courses. bike paths
and City p~rking lots,
Please use this form if you would like to ask questions. make suggestions
or comment on any Public Works activity,
TO:
Department of Public Works B~6 - 5"' 80
JODIE (' /<.€N PC/(.l.,tJ,sS
Name Phone
A-L.M A-R.' DA-
Address
FROM:
MAIL TO:
City of Campbell
Department of Public Works
70 North First Street
QUESTIONS. COMMENTS
or SUGGESTIONS
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NOTICE
FEBRUAR1 23, 1993
TO: RESIDENTS AND BUSINESSES
LOCATION:
ALMARIDA DRIVE AND DAVID AVENUE
CITY OF CAMPELL
SU6JECT:
STREET CLOSURE
AS A RESULT OF STREET IMPROVEMENTS BEING INSTALLED BY HOME
DEPOT, THE INTERSECTION OF DAVID AVE. AND ALMARIDA DRIVE
WILL BE CLOSED, BEGINNING MONDAY. MARCH 01, 1993. TWO WAY
TRAFFIC WILL BE RESTORED THROUGH THIS AREA BY APRIL 07, 1993.
THE HOMES AND BUSINESSES AFFECTED BY THE CLOSURE ARE OUTLINED
ON THE MAP PRINTED BELOW.
BRETON CONSTRUCTION INC.
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MAR- 3-93 WED 8:53
P,Ol
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CITY OF CAMPBEll
70 NORTH FIRST STREET
C AMP 8 ELL. C A l I FOR N I A 9 5 0 0 8
(408) 986-2100
FAX # (408) 379-2572
February 19, 1993
a,CI'VID
tll~R 3 '993
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~ub\ic WorblEnl
Breton Construction Company
Attn: Jim Short
480 E. Hamilton Avenue
Campbell, California 95008
Subject: Permit Number 92-115, 480 E. Hamilton Avenue
Dear ~Ir. Short:
Your subcontractor, Appian Engineering, has requested permission to
close the intersection of Almarida Drive and David Avenue during
the construction of the bomanite improvements in that intersection.
This street closure is approved, subject to the following
conditions:
1) The closure must be made in accordance with the attached
traffic control plan. Minor modifications to this plan will
be made as necessary in the field.
2) A detailed schedule showing all work to be done during the
closure must be submitted and approved prior to construction.
, ,I<(:\. "r/~,.'!1
3) The closure can be in place for a maximum of five weeks.
After five weeks, two-way traffic must be restored through the
intersection. A penalty of $175.00 will be retained by the
City for each day beyond five weeks that the closure is in
place. This money will be withheld from the refundable
deposit posted with the permit at the beginning of this
proj ect. Days on which work cannot be performed due to
inclement weather, as determined by the city, w~ll nQt be
counted in the five weeks of closure. I ,i:-:; ~i~"":~'<'
4) Notice of the street closure must be given at least ~h~e,:days
in advance of the closure to the residents and bustn~:@,$~!i< in
the area shown on the attached map. The notice must ~pt~~ne
the area of the closure, the dates that the closure ~il~,~~ in
effect, and the reason for the closure. This noti~e m~~t be
approved b~ t~e City prior to distribution. : ,::! t~l
, , _I,
5) The signal ;: ," , ,~!nters,e.9.~,ion of Almarida and Ha~t~,t~~~,:::~q~,~,., '''', '
be turne~ e. ,,,,,' , ,: .d.:~y ,~,Effo\l;e the stre~t c!o,sure;, '!~,i,4';'r'(~ ~k~P9'.i"""':':"',""'""i"
p;.R.Pr.~r'~~:,\~~i' "ay o,~~: ~h!a ~fosure. T:he :;S:l~l!,t\~~<'~.~ ':' H~~ J \be: <' ~ "":.' ',:
a9~~~at~~:itpn a: ~ond~~:.f~r; Flflday, nor ~~il~ ,t~~ ~,I"'I :" ~:~~,:.W~' t ,i::"
dq:~:.",~Q<'il: "+,~,t\~''''''''''l''i,'l;i~';,~,$''i:~,~,a~".,:,:~u'~n.'''on datt\. muat ,ce, , "" n~;~q: ~';:"~'.~"!'~',: ,,'
::''lK;",";~' '1i~,J, . 1".,..,,\~1~ I"" "''1'1, I'" ,,\'. ,"", ,,,, ,', ,I . '" 'I." ..'. ,l'! i;i.r.lr, '''.., ",.,;,1'1""" "" ,
~I ",'Sc.neyU~~~. .. I" , ' ' '.' :' ". '" " I' :J>t~~~ ,.,~'~':~~:::,.~~~(Jr~">ri~ :",
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~,~'~~)1'~.~'!o'~.~'~~~.~,'" '''~', l~'" '~:r''J.~' "'? V .,,1, ,. '" t ,,,;,
, '.( ,.
MAR- 3-93 WED 8:54
p, 02
C"ITY OF CAMPBEll
Breton Construction
Page 2
February 19, 1993
6) Prior to the activation of the signal, a pedestrian push
button must be installed and working at the east side of the
easterly Home Depot driveway. This push button must be
constructed as shown on the attached detail. The exact
location of the push button post must be approved by the
Public Works Inspector prior to installation.
7) The pedestrian barricades need to be
intersection of Almarida and Hamilton.
currently missing from the barricades.
completed in
The signs
the
are
8) The striping must be completed in the intersection of Almarida
and Hamilton.
The city's Signals and Lighting Section is currently doing a
preliminary final inspection on the signal system. If there are
any additional items which must be corrected prior to the signal
turn-on, the City will follow up with an additional letter on
Monday, February 22. If you agree to the above conditions, please
sign on the space provided below. If you have any questions,
please do not hesitate to call me at 866-2158.
~lr~
Michael A. Fuller
Assistant Engineer
~B
I have read and accept the above conditions for the closure of
Almarlda and Oavid Avenues:
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CITY OF CAMPBELL
70 NORTH FIRST STREET
CAMPBELL, CALIFORNIA 95008
(408) 866-2100
FAX # (408) 379-2572
February 16, 1993
Breton Construction Company
Attn: Jim Short
480 E. Hamilton Avenue
Campbell, California 95008
Subject: Permit Number 92-115, 480 E. Hamilton Avenue
Dear Mr. Short:
On February 10 you were given notice that there is traffic control
and cleanup work which must be done on Almarida Drive. This work
includes the following:
1) Clean loose debris from Almarida Drive. This debris,
particularly when wet, creates an unsafe driving condition on
Almarida Drive.
2) Barricade all open cuts in the street. There are several
excavated areas which need covering immediately.
3) Cover all exposed electrolier bolts.
4) There is an area of sidewalk which has been excavated on the
east side of Almarida. This sidewalk must be safely bridged
and reopened.
Additionally, all construction debris should be removed from the
sidewalks, street, and park strips.
This situation must be corrected today. No work should proceed on
your project until the above items are completed. If you have any
questions, please do not hesitate to contact Hank Imokawa or me at
866-2150.
Very truly yours,
/'
/
Michael A. Fuller
Assistant Engineer
:maf
h: ALMARIDA (JD)
CITY OF CAMPBELL
70 NORTH FIRST STREET
CAMPBELL, CALIFORNIA 95008
(408) 866-2100
FAX # (408) 379-2572
February 12, 1993
Breton Construction
Jim Short
480 E. Hamilton Avenue
Campbell, California 95008
Subject: Permit number 92-115, 480 E. Hamilton Avenue
Dear Mr. Short:
A representative of Breuners Furniture called me today and
requested that the material left by your subcontractor be removed
as soon as possible from their parking lot. There is also mud
which was tracked into the parking lot by the contractor's
equipment which must be removed. Breuners would like to see that
this area is cleaned by the end of the day Tuesday, February 16,
1993.
If you have any questions, please do not hesitate to call.
Very truly yours,
~~er
Assistant Engineer
cc: Jan Jaso, Breuners, 525 E. Hamilton Avenue, Campbell, CA 95008
Hank Irnokawa, Inspector, City of Campbell
File: (Permit No. 92-115)
h:permit 92-115
r
CITY OF CAMPBELL
70 NORTH FIRST STREET
C AMP BEL L, C A L I FOR N I A 9 5 0 0 8
(408) 866-2100
FAX # (408) 379-2572
February 11, 1993
Breton Construction Company
Attn: Jim Short
480 E. Hamilton Avenue
Campbell, California 95008
Subject: Permit Number 92-115, 480 E. Hamilton Avenue
Dear Mr. Short:
Your subcontractor, Appian Engineering, has requested permission to
close the intersection of Almarida Drive and David Avenue during
the construction of the bomanite improvements in that intersection.
This street closure is approved, subject to the following
conditions:
1) The closure must be made in accordance with the attached
traffic control plan. Minor modifications to this plan will
be made as necessary in the field.
2) A detailed schedule showing all work to be done during the
closure must be submitted and approved prior to construction.
3) The closure can be in place for a maximum of five weeks.
After five weeks, two-way traffic must be restored through the
intersection. A penalty of $250.00 will be retained by the
City for each day beyond five weeks that the closure is in
place. This money will be withheld from the refundable
deposit posted with the permit at the beginning of this
proj ect. Days on which work cannot be performed due to
inclement weather, as determined by the City, will not be
counted in the five weeks of closure.
4) Notice of the street closure must be given at least three days
in advance of the closure to the residents and businesse.s. in
the area shown on the attached map. The notice must outline
the area of the closure, the dates that the closure will be in
effect, and the reason for the closure. This notice must be
approved by the city prior to distribution.
5) The signal at the intersection of Almarida and Hamilton must
be turned on the day before the street closure, and working
properly the day of the closure. I understand that this
signal turn-on is currently scheduled for Thursday, February
18. The current signal turn-on date must be shown on your
schedule.
CITY OF CAMPBELL
Breton Construction
Page 2
February 11, 1993
6) Prior to the activation of the signal, a pedestrian push
button must be installed and working at the east side of the
easterly Home Depot driveway. This push button must be
constructed as shown on the attached detail. The exact
location of the push button post must be approved by the
Public Works Inspector prior to installation.
7) The pedestrian barricades need to be
intersection of Almarida and Hamilton.
currently missing from the barricades.
completed in
The signs
the
are
8) The striping must be completed in the intersection of Almarida
and Hamilton.
The city's Signals and Lighting section will be doing a preliminary
final inspection on the signal system on Friday, February 12. If
there are any additional items which must be corrected prior to the
signal turn-on, the City will follow up with an additional letter
on Tuesday, February 16. If you agree to the above conditions,
please sign on the space provided below. If you have any
questions, please do not hesitate to call me at 866-2158.
Very truly yours,
Michael A. Fuller
Assistant Engineer
JMB
I have read and accept the above conditions for the closure of
Almarida and David Avenues:
Jim Short, Breton Construction
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CITY OF CAMPBELL
February 11, 1993
11I1J'(;, ,.'G
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PRESS RELEASE
SIGNAL ACTIVATION AT THE INTERSECTION OF EAST HAMILTON
AVENUE AND ALMARIDA DRIVE AND STREET CLOSURE AT THE INTERSECTION
OF ALMARIDA DRIVE AND DAVID AVENUE
The traffic signal which was installed at the intersection of
Almarida Drive and East Hamilton Avenue will be activated Thursday,
February 18, 1993. This signal was constructed to allow safe left
turns into and out of the new Home Depot store at 480 E. Hamilton
Avenue.
The intersection of Almarida Drive and David Avenue will be closed
for approximately five weeks to allow the construction of street
improvements, including a Woonerf (raised bomanite roadway), by
Home Depot. These improvements are designed to discourage traffic
from cutting through the neighborhood north of Hamilton Avenue to
access the signal at the intersection of East Hamilton Avenue and
Almarida Drive. The street closure is scheduled to begin on
Friday, February 19, 1993.
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IECEIVED
FES 4 1993
hbUc Worb/inlineerinl
STEINY AND COMPANY, INC.
POST OFFICE BOX 300B, VALLEJO CA 94590
PHONE: 707 552-6900 AND 552-6901
January 29, 1993
City of Campbell
70 N. First street
Campbell, CA 95008
Attention: Mr. Mike Fuller
Reference: Traffic Signals At E. Hamilton & Almarida
Home Depot
Steiny Job No. 2297
Subject: Traffic Signal Turn On
Dear Mr. Fuller:
Please be
referenced
of the date
it.
advised that the traffic signals at the above
location are ready to be turned on. Please advise us
that these can be turned on 50 that we may schedule
Should you have any questions, please feel free to contact this
office.
Very truly yours,
STEINY
AN: :Tc&:d
cc: File
RKD
RBD
JVF
OFFICES IN: LOS ANGELES AND ANAHEIM
01/29/1993 16:44 **** STEINY TR~FFIC *****
707 554 6347 P,01
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540 Pric~ Avenue
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CITY OF CAMPBEll
~.~_._--'--~
70 NORTH FIRST STREET
.CAMPBELL, CALIFORNIA 95008
(408) 866-2100
FAX # (408) 379-2572
Department:
Public Works
Maintenance Division
Traffic & Lighting Shop
January 21, 1993
Pacific Gas & Electric Co.
308 Stockton Ave.
San Jose, Ca. 95126
Attention: Erik Oimoen
SUBJECT: Hamilton & Almarida (new) traffic signal service connect
Please be advised that the contractor has completed installation of the Type III -AF
electrical service pedestal for the new traffic signal at Hamilton Ave. & Almarida
Dr. in Campbell. We have inspected and approved the installation of the pedestal
and are hereby requesting connection of electrical service by PG & E.
Please advise me at (408) 364-2827 vhen you believe that the service vill be
connected and call also if there are any questions. Thank you.
Sincerely,
~
Tony Rucker
Senior Traffic & Lighting Technician
cc: Lynn Snyder
Mike Fuller
Charlie Gallardo
""'""
'7'2 '11)
r~TY Of CA.1V1PBIEII
70 NORTH FIRST STREET
CAMPBELL, CALIFORNIA 95008
(408) 866-2100
FAX # (408) 379-2572
January 21, 1993
Mr. Robert Nicholas
PO Box 112272
Campbell, CA 95011
RE: Second status Report on Response to Petition
Dear Mr. Nicholas:
I have met with the Campbell Union School District and need
to inform you of progress to date. First, however, I must inform
you that some of the actions I said we would take will be
delayed.
After some deliberation in the office, we have decided that
it would be better to make the modifications to the traffic
island at Harrison and Salmar to accommodate both the changes
necessary to allow school busses to turn left as well as to
prevent northbound traffic on Harrison from ducking around the
island and proceeding north to Hamilton. As you know, I proposed
to install flexible posts to discourage truck traffic because it
would take less time to make the change. Because of the need to
modify the island to accommodate corporation yard traffic, it
makes sense to install all these changes simUltaneously.
We will now investigate a design for modifying the island
and coordinate all signing changes with this minor contract. If
the island change is feasible I'd hope to see the work done by
mid March, 1993. The posting of the truck route signs will also
be done at the time the island is modified.
We will also be preparing a map the School District will
hand out to their vendors so that delivery truck drivers will be
encouraged to access the yard via Harrison and Salmar rather than
from Hamilton. District staff were very cooperative, and I expect
that what little traffic the school corporation yard does
contribute to Harrison will be diminished to almost zero. They
even intend to limit the number of pickups and vans using
letr.042
CITY OF CillVfPBEil
Mr. Robert Nicholas
January 21, 1993
Page 2
Harrison to the north, even though they are not required to
legally. These advisories will be distributed at the same time
the island is modified, which is scheduled for mid March, 1993.
Please let me know if you have any questions.
Very truly yours,
G~~;(-
Traffic Engineer~
J1t;DW
cc: Donald C. Wimberly, Director of Public Works
Lt. Dave Gullo, Campbell Police
Service Request Files (Transportation Section)
GeIle Smith, Campbell Un,ion School District
boc: Mike puller forSOR DePQt files ·
letr.042
CITY OF CAMPBELL
70 NORTH FIRST STREET
C AMP BEL L. C A L I FOR N I A 9 5 0 0 8
(408) 866-2100
FAX # (408) 379-2572
January 13, 1993
Breton Construction
Attn: Jim Short
480 E. Hamilton Avenue
Campbell, California 95008
Subject: Permit Number 92-115, 480 E. Hamilton Avenue
Dear Mr. Short:
The eastbound advance loops on Hamilton Avenue were damaged during
the construction work on the Hamilton Avenue median island. The
repairs made to the damaged loops were temporary and we anticipate
that we will experience continued problems with these loops. The
loops must be replaced as soon as possible, as they are critical to
the operation of our Hamilton Avenue signal system.
If you have any questions, please do not hesitate to call.
Very .:~IY~ YO'/l1',
~/~~~~
Michael A. Fuller
Assistant Engineer
9J1fB:djr
cc: Tony Rucker, City of Campbell
f:92115jan4.ltr
(
CITY OF CAMPBELL
70 NORTH FIRST STREET
C AMP BEL L, C A L I FOR N I A 9 5 0 0 8
(408) 866-2100
FAX # (408) 379-2572
January 12, 1993
The Home Depot
Attn: Bill McHale
480 E. Hamilton Avenue
Campbell, California 95008
Subject: Permit Number .2-115, A80 E. Hamilton Avenue
Dear Mr. McHale:
This letter is to advise you of an ongoing concern of the City and
some of the residents living near your store. Harrison Avenue, to
the west of your store, between Salmar Avenue and Hamilton Avenue
is not to be used as a through route by trucks in excess of six
thousand pounds. This has been an ongoing problem, and the City
has made great efforts to eliminate this traffic.
The truck traffic going to your store should use the streets which
I have outlined on the attached map. The other streets, including
the portion of Harrison between Salmar and Hamilton, are not to be
used by trucks in excess of six thousand pounds. Your suppliers
and other truck drivers should be made aware of this. Violators
will be cited by the Campbell Police Department.
If you have any questions, please do not hesitate to call me at
866-2158. We look forward to working with you in the future.
Very t~lbyouritf
~71~/V2 g- ~
Michael A. Fuller
Assistant Engineer
~~~:djr
f:92115jan3.ltr
(
CITY OF CAMPBELL
70 NORTH FIRST STREET
C AMP BEL L, C A L I FOR N I A 9 5 0 0 8
(408) 866-2100
FAX # (408) 379-2572
January 12, 1993
Breton Construction
Attn: Jim Short
480 E. Hamilton Avenue
Campbell, CA 95008
Subject: Permit Number 92-115, 480 E. Hamilton Avenue
Dear Mr. Short:
After our letter of December 22, 1992, requesting that trucks
from your site not use Harrison Avenue between Salmar Avenue and
Hamilton Avenue, the problem continues. Beginning next week, the
Campbell Police Department will ticket trucks they find using
this portion of Harrison Avenue as a through route. Once again,
please advise your drivers and subcontractors that this
enforcement will begin.
If you have any questions, please call me.
~~'
Michael A. Fuller
Assistant Engineer
j5ifB:djr
cc: Mark Beers, The Home Depot, 601 S. Placentia, Fullerton,
California, 92631
f:92115jan2.ltr
CITY OF CAMPBELL
70 NORTH FIRST STREET
C AMP BEL L, C A L I FOR N I A 9 5 0 0 8
(408) 866-2100
FAX # (408) 379-2572
January 6, 1993
Mr. Mark Beers
The Home Depot
601 S. Placentia
Fullerton, California 92631
Subject: Permit Number 92-115, 480 E. Hamilton Avenue
Dear Mr. Beers:
As a fOllow-up to our meeting yesterday, the following are the
Campbell Engineering Division's requirements for the opening of
your Hamilton Avenue store:
1) The intersection of Hamilton Avenue and Almarida Avenue
must be barricaded so as to prevent left turns from
Almarida Avenue and your easterly driveway onto Hamilton
Avenue. The barricades will also prevent left turns from
westbound Hamilton Avenue into your easterly driveway.
K-rails shall be used for barricading the intersection as
shown on the attached aerial photo.
2) Almarida Avenue must be signed for right turns only onto
Hamilton Avenue. The locations of the signs are also
shown on the attached aerial photo.
3) Your contractor, Breton Construction, was asked yesterday
to clean the streets and gutters around the site. There
is construction debris and soil which is washing into our
storm drain system. This work was not done, and it must
be done today. The sidewalks also must be cleaned, as
there is soil and construction debris which is a trip
hazard.
4) There is a low trench just east of the easterly driveway
which must be brought to grade, as people exiting the
easterly driveway will be driving through it.
As we discussed yesterday, work has not yet started on the Almarida
Woonerf. We believe that blocking left turns onto Hamilton from
Almarida will be sufficient to prevent cut-through traffic on
CITY OF CAMPBELL
Mr. Mark Beers
The Home Depot
January 6, 1993
Almarida. However, if the traffic becomes a problem, additional
steps will be required.
The City will allow the signal to be turned on after construction
on the woonerf has progressed to a point where traffic is
significantly impeded. This will be evaluated as construction
progresses.
If you have any questions, please do not hesitate to call.
Very truly yours,
,:71~ - I c:: Illl
'/ YZtJ/2?JZ tv1rj!/!L/f
Michael A. Fuller
Assistant Engineer
(,.At-.
'O'J';"B: d j r
cc: Don Wimberly, Public Works Director
Marty Woodworth, Redevelopment Manager
f:92-115Jan.ltr
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601 S, Placentia. Fullerton, California 92631 .714738-5200
January 4, 1993
Mr, Michael Fuller
Assistant Engineer
City of Campbell
70 North First Street
Campbell, CA 95008
Re: Permit Number 92-115,480 East Hamilton Avenue
Dear Mike,
I am in receipt of your letters of October 22, 1992 and December 30, 1992, After discussion with Jim Short of
Breton Construction, he indicated to me that he had delivered a schedule to you early in December. I never
received a copy of that document, so have no way of knowing whether that actually happened, but obviously if you
are still looking for it, it never got to you,
I have spoken with Don Wimberly this morning and have set a meeting with him and hopefully you for 1:30 p,m,
tomorrow, January 5, 1993, to discuss the issues in your letter, I will be bringing with me Robert Harding,
Executive Vice-president of Breton Construction and an updated schedule for discussion,
Jim Short has represented that the Storm Drain contractor is prepared to start either today or tomorrow and you
have any assurances that the condition of Almarida street will be such that vehicular traffic will be severely
impeded, It obviously will not be possible for the Bomanite work to be under construction by January 7, 1992, but
will commence immediately upon sufficient progress of the storm drain work to allow the Bomanite to start,
As we still intend to open this store on January 7, I do appreciate you cooperation in regards to the offsite work
already near completion as well as your understanding on the Woonerf, As I stated before, you have my assurances
that this work will proceed in a timely manner from here on out and will be diligently pursued to it's completion,
I look forward to meeting with you tomorrow,
/ vc1!~~
rk Q, Beers
Project M,anager
RllellVii"
JAN 51992
cc:
Mark Oschenduszko, City Manager
Don Wimberly, Public Works Director
Frank Cauthorn, Building Official
Marty Woodworth
2ublic WorKG1EnginoGk'ing
JRN-04-'93 FRI 16:05 ID:WOODWORTH & CO
TEL NO:206-572-8648
1:1'38'3 P02
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601 $, Placentla. Fullerton. California 92631 · 714 738.5200
lanu8l)' 4, 1993
Mr. Michael Fuller
Assistant Engineer
City of Campbell
70 North First Street
Campbell, CA 95008
Re: Permit Number 92.115. 480 East Hamilton Avenue
Dear Mike,
I am in receipt of your letters of Octobcr 22.1992 and December 30.1992. After discussion \\lth Jim Shon of
Breton Construction, he indicated to me that he bad delivered a schedule to you early in Dcumher. I never
received a copy of that document, so have no way of knowing whether that actually happened. but obviously If you
are still looking for it. it never got to you.
I have spoken with Don Wimberly this morning and have set a meeting with him and hopefully you for 1:30 p,m,
tomorrow, January S, 1993. to discuss the issues in your letter. I will be bringing with me Robert Harding,
Executive Vice-president of Brct.on Construction and an updated schedule for discussion,
Jim Short has represented that the Stonn Drain contractor is prepared to start either today or tomorrow and you
have any assurances that the condition of Almarida street will be such that vehicular traffic will be severely
impeded, It obviously \\111 not be possible for the Bomanile work to be under construction by January 7, 1992, but
will commence immediately upon sufficient progress of the storm drain work to allow the Bomanite to start,
As we still intend to open this storc on January 7, 1 do appreciate you cooperation in regards to the offsite work
already near completion as well as your understanding on the Woonerf. As 1 stated. before, you have my assurances
that this work will proceed in a timely manner from here on out and will be diligently pursued to it's completion,
I look forward to meeting with you tomorrow,
Very truly yours,
Mark Q. Beers
Project M;anager
cc: Mark Oschenduszko, City Manager
Don Wimberly, Public Works Director
Frank Cauthorn. Building Official
Marty Woodworth
r--
r
CIT'Y OF CAMPBELL
70 NORTH FIRST STREET
C AMP BEL L. C A L I FOR N I A 9 5 0 0 8
(408) 866-2100
FAX # (408) 379-2572
December 30, 1992
Mr. Mark Beers
The Home Depot
601 S. Placentia
Fullerton, CA 92631
Subject: Permit Number 92-115, 480 E. Hamilton Avenue
Dear Mr. Beers:
In our letter dated December 3, 1992, we requested a schedule for
the completion of all offsite improvements, as well as the status
of all unfinished improvements on the date of opening. We again
request that you submit this schedule. Our letter dated October
22, 1992, outlines the items which must be complete prior to
opening, and we will require those conditions be met. I have
attached a copy of that letter for your reference.
We are concerned about the progress of the improvements on Almarida
Avenue, as work has not yet started in that area. The storm drain
work on Almarida must be complete before work on the surface street
improvements begins, and this storm drain work has not yet begun.
The street improvements, including the bomanite work in the
intersection of David and Almarida, must be under construction when
your store opens so as to impede cut-through traffic on Almarida.
This does not appear possible by the January 7 target for opening.
Please submit a schedule for completion of the offsite
improvements, and advise us if there is any change in the target
date for your grand opening.
If you have any questions, please do not hesitate to call.
V;;;ZlY::lt0
Michael ~ Fuller
Assistant Engineer
~chment
cc: Marty Woodworth
curtis Banks
Frank Cauthorn
Don Wimberly
f:92-115.ltr
r-
CITY OF CAMPBEll
70 NORTH FIRST STREET
CAMPBELL. CALIFORNIA 95008
(408) 866-2100
FAX # (408) 379-2572
'72-/15"'
Department:
Public Works
October 22, 1992
Mark Q. Beers, Project Manager
The Home Depot
601 South Placentia
Fullerton, California 92631
RE: The Home Depot, 480 E. Hamilton Avenue; Off-Site
Improvements at Grand Opening
Dear Mr. Beers:
The purpose of this letter is to discuss the status of the off-
site improvements at the time of the store grand opening. The
City understands that the store grand opening is planned for
December 7, 1992, which is rapidly approaching. The City is
looking forward to this event, however, we are concerned that the
traffic control into and out of the site, when the store opens,
is safe for vehicles and pedestrians.
Based on the progress to date of the off-site improvements, since
issuance of the encroachment permit five weeks ago, we estimate
that the improvements will not be complete prior to the planned
opening. Therefor, we want to describe the City's requirements
for completion of the individual improvements and mitigating
traffic control measures for those improvements that will not be
complete.
Some of the improvements are absolutely necessary for the
opening, and others can be finished shortly after opening. The
signal at Almarida Avenue is necessary for the operation of left
turns into and out of the Hamilton Avenue driveways. If the
signal is not finished prior to opening, no such left turns will
be allowed. The City would require that the median be closed to
all ingress and egress left turns, and that construction signing
be used to direct traffic to the Salmar entrances from westbound
Hamil ton. Signing would also be required in the', parking lot
directing traffic to the Salmar exit to access westbound Hamilton
Avenue. This alternative requires that the Salmar imp~ovements
be complete prior to opening.
CITY OF CA1\'IPBEll
Mark Q. Beers
Page 2
October 22, 1992
The City is concerned about additional neighborhood cut through
traffic, therefor progress on the woonerf improvements must be at
such a stage as to discourage cut-through traffic on Almarida
Avenue. This means that the bomanite work must be under
construction so as to impede traffic through the area of work.
Please submit a schedule for completion of the off-site
improvements at your earliest convenience indicating your
proposed status of the improvements at the time of the store
opening. Subsequently, we would like to meet with you to discuss
any necessary traffic control mitigation.
The City will allow a 5 day bench test period for the signal
controller, in lieu of the standard 21 day period, to assist you
in accelerating your schedule.
The City is excited about this project and looks forward to the
store opening. We are sensitive to your target opening date, and
we will work with you to achieve this goal. If you have any
questions, please do not hesitate to contact me.
:;;:l:~;:JZ;
Mike Fuller
Assistant Engineer
~~:djr
cc: Marty Woodworth
Curtis Banks
Frank Cauthorn
Don Wimberly
2283 \ 'rton Sr. 3395 VIsa Court
9932 Prospect Ave, Unit 137
s~
Anah", 92BOG
Santa Cla~a, CA 9G054 Santee, CA 92071
SIGNAL
MAINTENANCE
INC.
(714) 56J-4000
FAX 17141 5633178
(408) 988-5541 (619) 448-7172
FAX (408} 988-1424 FAX (619} 448-7227
---
Invoice Number: 2 24 6 2Cf Z r I (7
Date 12/30/92
Cont. No, N07 7
S CITY OF CAMPBELL
~ 70 N. FIRST STREET
o
CAMPBELL, CA 95008-
T ATTN: TONY RUCKER
o
RECEIVED
Jobsite: HAMILTON & ALMARIDA
W.O, No,: D 5 7 2 1 O,R. No
,-rr~~\ 3 1993
JJUI$LIC WORKS
SERVICE CENTER
Refer To: P.O.
Remarks:
93-115
12/23/92
TESTED/INSPECTED TRAFfIC CONTROL CABINET
HOUSING AND CONTROLLER ASSEMBLY PER CITY
PLANS AND SPECIfICATIONS.
11 % INSURANCE ADJUSTMENT ON $985.
985.00
108.35
1,093.35
CURRENT CHARGES
1,093.35
SIGNAL MAINTENANCE, INC.
2283 Via Burton Street
Anaheim, CA 92806
Terms: Net 30 Days. A late charge of 1112%
per month charged on overdue accounts.
CUSTOMER COPY
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CITY OF CAMPBEll
70 NORTH FIRST STREET
C AMP BEL L, C A L I FOR N I A 9 5 0 0 8
(408) 866-2100
FAX # (408) 379-2572
December 29, 1992
Mr. Jim Short
Breton Construction
480 E. Hamilton Avenue
Campbell, California 95008
Re: Permit 92-115, Home Depot
Dear Mr. Short:
The improvement plans for the Hamilton Avenue island in front of
your project show no detail for the installation of the cobblestone
paving. Enclosed is the detail which shall be used for the
installation of the cobblestones. Please advise the appropriate
subcontractor of this detail. Please note that the concrete mortar
extends from the bottom of the cobblestones to the top of the
street section. Also attached is a specification for the mortar.
If you have any questions, please do not hesitate to call.
Very tru~ yours,
Jl;z~u i-:dIu
MIchael A. Fuller
Assistant Engineer
~B
Attachment
f:92115.ltr
OCC 2j ~;i: 3;:;~:~I;TY
P,l/2
DATE:j7~ ~~f l~~ V
FROM:~~ D 1f7()UtJ~~0
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FACSIMILE TRANSMITTAL DEe 2:1 1992
Public ~v ~.' .
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TIME:
BKF FAX NO.: (415) 365-1260
JOB NO,:~ CansultingEngineers
540 Price Avenue
Rcd\lJilod CilV, CA S4063
415/366,0412
FAX 415/365,1260
PLEASE DELIVER THE FOLLOWING PAGES TO:
DESTINATION #1
DESTINATION #2
TO:
FAX#:
DESTINATION #3
NO, OF PAGES (Including this one):-!L-
TO:
COMPANY:
FAX#:
SUBJECT: ~
HARD COpy TO FOLLOW: _Yes )lNo
REMARKS:
M~ ~~=1(~~~~ ~~-r~
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IF YOU 00 NOT RECEIVE ALL PAGES, PLEASE CALL US AS SOON AS
POSSIBLE AT (415) 365-0412.
DEC 23 '92 .
11 : 39 EKF
REDWOOD CITY
P,2/2
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12/14/1992 12:29 **** STEINY TRAFFIC ****
707 554 6347 P,01
STElNY tit COMPANY INC
2i SHERIDAN ST
PO BOX JOO8
V....Lt.Jl'-.Jo, CA. ~
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; DEe 141992
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PHONE: (7'0" .DD l
and subject to the foUowing,' PERMISSION IS HER BY GRANTED to:
12/14/1992 12:29 **** STEINY TRAFFIC ****
ST~TE Of CAUPOINIA.' M,,ufMM1 UNSPORTA11 IVED
ENCROACHMENT PERMI1; CO.INC,
TI-0120 NEW 9191) OFFICF.
In compliance w~ (chtdc ~):
~ Your oppliCotion of
Utility Notice No.
_ Ag....ment - No.
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perform traffic contrql in the we
of state Hiqhway 04-sql-17, Post
of conduit and loop d.tectors on
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Queens Lane; San Joee ~ 95112, (40
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's reprel!len at ve," and'
of standar. ~: an heeti~ j ,~,f
all comp) Wlb. a 1 1:hL' L"
Permit La~e C108 re' I'
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12/14/1992 12:30 **** STEINY TRRFFIC ****
707 554 6347
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P.03
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NAME: 5"ln.y & eo"'PGIlf lhe.
PERMIT': 0I92.611C254'
DATE: December 10, ."2
Before any ~ork is betun which w
traffic, ap~roval shall be obtai
closures will be as shown on the
T-l1.
,
1 interrupt
o from stat
~tached cop
. permittee
Encroachme
For any planned lane closures, t
requirements shown on the attach
Requirements Chart~ .
. - .
. '. .
Immedia~.ly followlnq'completlon f the work
permittee sball fill out an4 mail. the Notic.
thi. peZ"lllit.
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12/14/1992
12:31
**** STEINY TRRFFIC ****
J)p;"~EN'r OF'IRANSPORTAftON
ENCROACHMENT PBaMrr GE"*~ PROVl810NS
I)M.M,!',202U IKt", 1/191 ' ..
I. AaaoritT- Each Enrroarhment Per-
mit is IlIllued In accordance with Chap-
ter 3 of DivisIon 1. comMencing with
~cUon 66(). et seq., of the Streets and
IUghways Code (SHCl,
2, _",",&11011: Except as otherwise pr...
Vldc:d for publIC eorporatlon8. fran-
chise: holden!. and utllltl~ En-
croachment Ptnntta are revocable on
five (51 days' notice. Theas C"..eneral Pn>-
visions. Utility Maintenance Pn>-
vIRions. and Rny Encroachment Permit '
Issued hereunder are revocable OTSUD-
Jtd 10 modification or abrogllUon at
any lime. without preJudice. however. '
to prior rlghtll. Including those eviden-
ced by Joint Ulle agreements. franchise
riglll.!i. rest'",ed rights. Or any olhel'
agreelnr:nts for operating purpoeell In '
the Stalt highway nght-of,way,
3. ae.,oulble partr- No party other
than the named permittee or Ihell'
a#lenl III authorlz:ed to Work under
any permit.
4. Acoeptanoe of ~_ It hi
undeTAtood and agreed by the permit-
tee I.hat the doing of any work under
thl$ permit shall constitute an acr.ep-
tanc:~ of the provisions of this permit
and III attachments.
n. NodcePriort08taltlaaWodD Before
starLIng work under the Encroach-
ment Permllthe pennllt~eshall nOI.If}' ,
the deR~nated Department repTe8~n- '
lattve two (2) working days prior to Inl-
lIa! stan of work When work has been
Intc:mlPted for more thltn Ove(5! work-
Ing days. an additional 24-hour
notlfkat1on Is n::qulred before restart,
Ing work unles!I II pre-arranged ag~
ment has been made with the
Dr.partmenl'1l representatiVe. Unless
otherwise sped fled. all wOrk shall be
performed on weekdays and during
normal working hours of the Oeparl.-
ment's representallve.
6, 8taadards of COUtl'actiOD: All work
pe!fllrmed within the hIghway shall
':onlorm 10 l'ec,ognlz;ed standards of
l:omUNctllln and the curn:nt Depart-
Inenl Standard Spee18eaftona. Stan-
dard Plans and Manual oh High Rnd
Low Risk Fltellllles WIthin Highway
Rlghtsof-WH.Y and any Spedal pf().
VI!>lt,"s l'elaUnjil theret.C).
7. ID.,ecdoD ....d App~al by &be
DeputmeDt: All work shall be subject
lo mOnitoring. Insp~tton. and
approval by thc Departmenl The per-
mltlec: ~hal1 ~que8t a final 'Inspection
Iincl acceptance or the work.
R. Keep Permit OD. &be WorlE Bite The
Encroachment Permit or a copy
thereof Hhllll be kept at the site of the
wurk and m\lst be IIhown to any fep
rcst-Illatlve of the Dcpartnlcnt or any
hiW enforccmenl officer on demand.
WOR.K SHALL BE SUSPKNDED IF
PERMIT IS NOT AT JOB SrTE AS
}>H()V)DED,
~ 9. COIdIIeIIq' P 'tal If a prior
encroachment c n()lcts with the pro-
pOled work; Ule law pennlllee mU81
arrange for an "el~eS8llry removal
or relocation wit the prior permtltee.
Any such rem or relocation will be
at no ell:penae lo h~ OepartmenL
1'0. hi1alte 1'19. tUr ~_ The
party or partlt:s "hom II pennll 18
ISSued shall; whe eYer requl~d by law.
&~re the writ! n .lluthorizatlon for
any work that m t be approved by the
Public UtlUtlE:ll orjinll8Slon (PUCJ of
the State of CIl.I1 rnl&. CAJ,OSHA. or
any other piJbltc ' ncy haVing juri..
diction. Failure t c<\Jnplywlth the hili',
w;r noted above, v4n In~lIdate the
l>epartment.'1l pe It.
11. ProtUIonB for edeetrlulll: Whpre
facllltle8 exlll.. 8. minimum sldewH.lk
and blkcpath wi tli of four feel (4'J
shall be maintain d.t all times foraafe
pal'l8age through ho work an:a. At 110
t1meshall pe6est ans be diverted onto
a pbrtlon of t ,'. 8t~et used for
vchlcular trtffic:. ( locaUons whe~
adjacentalternat walkwa}'$l:annol be
provided. appro rtate ligna and
barricades 8hall Installed at the
limits of COI18tru Ion l:lnd In advance
of Ihe closu~ at t e nearest croaawlIlk
or Intersection t divert pedeslr1ans
acro88 the I;trcet
d. ProtectloD. of Tr Adequate pro-
vtalonl98hall1)e m eloT the protection
of the traveling p lie. Wanllng SIgna.
lights and safety dfytces and other
measures reiqUlr for the public
safety. shall c:onf rn:I to the require-
ments of the aJtual of n-amc:
Controlll IssUed the DepartmenL
nafflc control Co day or IIlghtUme
lane closllrea shal be In confonnance
with Department ttndard Plans for
Traffic: Control Sya riaa. NClthlng In the
permIt 18 IntSld .. to third partIes.
to Impose on p Iltee any duty_ or
standard of care, ter than or dlf.
ferent t.han the du orslandard of caJT.
Imposed by Icw.
l:t 1IidD... I_
8Cll All work shall planned and car-
ried out so thaI th JT.'wlll be the least
posllble Inconvenl n~e to the Iravel-
Ing public. The pc' Illce Isaulhortz:ed
10 pla~ properly tlied nagge1'lsJ to
slop and warn co ehtlonal hJghway
traffic, Traffic shal not be unreuon-
: abJydelayed. f1aggi gproceduft!8shall
, be In conformanc with the InstNI~
, tlons to I-'aggcl'8 pamphlet and/or
'Manual of "ra c' Controls for
, ConstTUI:t.Ion and alnlcnan(:c Work
Zone. Issued by th O.partment.
14. .tor..e of ItqllSpa t _d lIaterlal-=
The permittee Ahal l~stall temporary
. ralUnglType Kl betw e!\ any l8.ll~ carf)'-
'Ing publIc: tramc n4 any obslacle.
: material stored. or 41pmenf parked
,: wtthhl twelve 'fec::t 13') of the lane.
707 554 6347
P.04
18.
Ill.'.
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Ulllluesares+Jea, (othep Illon~r :.
Section 2a51 ~fttlCfCaltro Vehiil~"i
Code (CVQ. 1 " , ':!
c......,DJalDtlea If the w k cont..
plate.;! In Aft>! Elic~.Clhm nt Penial
IShall Interfe" wU., the tablli*
draJnage, , a'-pie [plOYl n "'11
be Inade by t.e peOOlttce 0 pnMI'
(or It as mlG' be: c11~et by. ~e
DcpannlonL ': ~
.........,.... Inp"e~ tbo'W
mlttee shall bt I"elIP9natbl or reet"
Ing to its Connfl: coh,lUOn neaa:lyta
may be p0881'~e a~ po n of ~lie
State htghwaY'llelll\y whlc haa be6n
excavated or tth......lee, dl UrbeL-!
permIttee. The pemtlttee all I!)a-
I.aln the surf.1e ~ radlt espl ,
under any pe""tl If the hlg ay 18 npt
re8toreduhertJnproYlded r.orlrtbe
DepaJl'tmont elecfA to ma ,tepai'" ,
pennltteeagn+J by accopt ce ofp.
mil to bear th;t;' Olt Y1e~~ ~
PeraIb lor ..iO. r OIX''''pt-
Hon Of htlhw rlllU-o~w .' . .,utd...
joint U8e agrement or u, t 'pn4r
l::8semen LJ!:ncivaahtaellt Ita"'L
be JS/lued to tht pel'rftlttee Ii the pur-
poseofp~dltgthe~pa ent~dP
notlco and a refint o(wotk. e pennlt
wtl I alto spccilf the current nn. e.rgI
condItions reJ;!lng,to publl fety.. Np
new or dlR'ere. nalfts Or llgatlO$
are Intended io be, creat by "t"~
permit In sueh tue& and allueh priOr
rights' shall ~be fully roteete4
Io:ncroachment'ormlts tisu Inau.
caaes shall havfdeal~ated ro..tlt~
face thereof. rNottte'an Recell"
PurpoaeaOnly".OJ8trtetOm ofRJalR
uf Way must 've approve. for th..
designation): .
Cleaa . UP.......". U
pletlon oC the-+rk. ~I bnll~'
scraps. material elo.. _hall '
removed and tile ~\-or-w .
h:ft In u p~itabli 8 co
existed before tk ...ned.
Cod ofWOI'Ia leesathe
on the permit 0' therkPara
agreement. all o&)at81RCUlTe
wlthlng the St.te right-of.
!manl to this lfncroachMe Pennlt: .
shall be borne lw Ih~ pennl ee. anel,
permittee he~t+ wahl\ea _111m. 'fof.
Indf!mnlncatlomor oontr1bu' on from;
the Stllte for flU+ WO~l
ActDal CodB~Whtn th pennlt.~
tr:e Is 10 be blfled &Clua' ta (..~
Indicated on thl faee: of lhe ermlt).~
such costs will b4 at the cutre t hourlyj
IlIte established ty thelle 'entfor~
Encroachment Atrmlt..,
8ubadt P'" F4r InalRUau of all '
underground faQ(UUos,:and al ;8urfal:e,
work or oth~r ac&vtty or COM uen~,
the permittee ISh",1 furnIsh n~ '(6) 8flts'!
of plans llhOWlflOC~t10n a d con-;
StTUc:tlol'l or ot I' a~lvlty Jth It.~;
appJlca40n TtJ, ' (:toJda 'after.
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12/14/1992
12:32 **** STEINY TRRFFIC ****
707 554 6347 P.05
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CITY OF CAMPBELL
70 NORTH FIRST STREET
C AMP BEL L. C A L I FOR N I A 9 5 0 0 8
(408) 866-2100
FAX # (408) 379-2572
Department: Public Works
December 22, 1992
Breton Construction
Attn: Jim Short
480 E. Hamilton Avenue
Campbell, California 95008
Subject: Truck Traffic on Harrison Avenue
Dear Mr. Short:
The City has received numerous complaints regarding truck traffic
on Harrison Avenue between Salmar Avenue and Hamilton Avenue. It
appears that many of these trucks are going to the Home Depot
construction site. Per section 10.40.020 of the Campbell Municipal
Code, Harrison Avenue between Salmar and Hamilton is not a truck
route, and is not to be used as a means of accessing the Home Depot
site by trucks in excess of six thousand pounds. Trucks may access
your site from the south by using Campbell Avenue to Harrison
Avenue to Salmar Avenue.
Please advise your drivers and subcontractors that the City will no
longer tolerate this truck traffic on Harrison.
If you have any questions, please call me.
Very truly yours,
o/l/hJ~ ~ ~
Michael A. Fuller
Assistant Engineer
(9U.-
GK
cc: Mark Beers, The Home Depot, 601 South Placentia, Fullerton,
California, 92631
f:TRUCKS(WP/JD)
(
<1 z -/15'
CiTY OF CAMPBELL
70 NORTH FIRST STREET
C AMP BEL L, C A L I FOR N I A 9 5 0 0 8
(408) 866-2100
FAX # (408) 379-2572
Department: Public Works
December 19, 1992
Mr. Robert Nicholas
PO Box 112272
Campbell, CA 95011
RE: status Report on Response to Petition
Dear Mr. Nicholas:
At our November 18, 1992 meeting I told you that I would
take several actions to correct the reported problem of trucks
using Harrison between Salmar and Hamilton. I said I would:
1. Take counts of truck volumes both north and south of Tubby.
2. Talk to the Campbell Union School District regarding having
them direct truck traffic to and from the school corporation
yard via Salmar. I also stated that I would follow up their
actions with my own by developing an access route map for
trucks and busses using the site, and that I would also post
turn restriction signs at the driveway to the corporation
yard prohibiting trucks and buses from turning to or from
the north on Harrison.
3. Have our public works inspectors re-contact the contractor
at Home Depot to inform them that Harrison Avenue is not to
be used by trucks coming to or from the construction site.
4. I said I would modify the existing truck restriction signs
to make them more effective including posting an oversize
sign on the east curb of Harrison at Hamilton facing
eastbound right turning traffic on Hamilton. That sign would
read "NO TRUCKS."
5. Reconfigure the island at Salmar and Harrison to make it all
but impossible to continue north across Salmar onto Harrison
(it is already signed as an illegal move for all traffic) .
6. I also said that I would post Truck Route signs for Salmar
and Harrison south of Salmar.
letr.036
CITY Of CAMPBELL
Mr. Robert Nicholas
December 19, 1992
Page 2
7. I said I would request the Campbell Police Department to
increase their enforcement of the truck restrictions on
Harrison.
8. I said that the above steps would probably all but stop
trucks using Harrison illegally once all the signs and other
measures were installed. However, I said that if these
measures do not significantly reduce the problem of the
illegal use of Harrison by trucks, I would then consider how
we might make it physically more difficult for large
vehicles to use the street. Specific design details would be
worked if we were to proceed along these lines.
Status of Plan Implementation:
1. We have completed the traffic counts of trucks the week
of November 30, 1992. We took truck counts for three days on
Tuesday, December 1st through Thursday, December 3rd for both
northbound and southbound traffic north and south of Tubby on
Harrison. We found an amazing number of five and six-axle trucks:
between 8% and 15% of all traffic. Table 1 shows the results:
TABLE 1: TRUCK TRAFFIC ON HARRISON
December 1 - 3, 1992
Location Direction Dav 5-Axle 6-Axle
Harrison south of Tubby South Tues 12 1
Harrison south of Tubby South Weds 7 0
Harrison south of Tubby South Thur 13 1
Harrison south of Tubby North Tues 1 35
Harrison south of Tubby North Weds 5 28
Harrison south of Tubby North Thur 2 19
Harrison north of Tubby South Tues 4 0
Harrison north of Tubby South Weds 8 0
Harrison north of Tubby South Thur 11 1
Harrison north of Tubby North Tues 1 36
Harrison north of Tubby North Weds 2 29
Harrison north of Tubby North Thur 2 22
letr.036
CITY Of CAMPBELL
Mr. Robert Nicholas
December 19, 1992
Page 3
There were concentrations of trucks during the day, but
generally, truck traffic starts as early as 6:30 a.m. and is
quite heavy between 7 a.m. to about 1 p.m. with another peak
between 3 and 4 p.m. and again from 5 to 6:30 p.m. The highest
count was 10 trucks in one hour from 7 to 8 a.m. with the second
highest hour between 3 and 3:30 p.m. each day. By copy of this
letter to Lt. Gullo of the Police Department, I am informing them
of the apparent violations of truck restrictions on Harrison.
However, any special enforcement should be postponed until we can
get the added signs up. This will take until mid January, 1993.
2. We had been talking with the school district, but the
official we had been working with took a new job elsewhere. We
will talk to his replacement shortly, perhaps by the time you
receive this letter. We will be drafting the truck access map for
the school district the week of December 21, 1992.
3. Our land development engineer sent a letter to the
contractor informing them that the city will not tolerate
construction trucks using Harrison Avenue. If you see this in
spite of this letter (and the volumes suggest that some Home
Depot construction traffic continues to use Harrison), please
call Mike Fuller at 866-2158 so that he can enforce the terms of
the encroachment permit.
4 and 5. A work order to both change the truck signs as well
as to reconfigure the island has gone out to the shop, and the
changes are expected to be in place by January 22, 1993. The
modifications to the island include the installation of flexible
posts to close off the illegal move from northbound Harrison
south of Salmar to Harrison north of Salmar. Of course, vehicles
can drive over these posts without damage to the vehicle, and if
this is the case, we will need to reconstruct the island to
provide positive controls.
6. I didn't get the truck route work order finished to date,
but we expect to get a work order out to the shop to post truck
route signs by the same date as above: January 22, 1993.
7. The Campbell Police are notified through a copy of this
letter, so they may plan appropriate enforcement. As I stated
above, I believe that any special enforcement will be best
accomplished once the new signs and regulations are posted
including the turn restrictions at the corporation yard driveway.
letr.036
CITY OF CA1\'lPRElL
Mr. Robert Nicholas
December 19, 1992
Page 4
Please feel free to call me at 866-2154 should you have
further questions. As I told you at our meeting, I hope that the
regulatory and educational steps we are taking will all but cure
the problem, and this should be apparent by early February, 1993.
I believe the truck counts we took show clearly that you and the
other petitioners have a significant problem at this time.
~e truly yours,
7~ K"~
Gary E. Kr~<1~__ ~ -
Traffic Engineer
Wji/~
cc: Mark Ochenduszko, City Manager
Anne Bybee, City Clerk
Donald C. Wimberly, Director of Public Works
Lt. Dave Gullo, Campbell Police
Mike Fuller, Assistant Engineer, Land Development
curtis Banks, Planning Department
SR Files
letr.036
----------------- ---------------- -----------------
LJ Z -(IS'
· i~~EWV~~
D[(: lt:. "?2 11: 3'3 B~ F f;:Em~C"x,=Ir,'
I Brian Kangas Faulk DEe 16 1992
Public Wcrkr.!En9j~oJc:in:J
# Pages (Including this one); -3- Hard copy to follow?: Yes _ No
REMARKS:
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~~ft"n .
Date/Time:
Deliver To:
Company:
Fax No.:
From:
SUBJECT:
P.l/3
540 Price Avenue
Redwood City, CA 94063
415-365-0412 FAX 415.365.1260
1'2,;' 6../'1 2.- 11:; 'i BKF No:
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STATE OF CAUFORNIA ' DEPARTMENT' "RANSPORTATlON
ENCROACHMENT PERM.
TR-0120 (NEW 9/91)
Permit No
In compliance with (check one):
X Your application of November 20, 1992
0492-6T~48
Dist/Co/Rte/PM
04-SCI-17 12.33
_ Utility Notice No.
_ Agreement No.
R/W Contrad No.
of
of
of
Bond Number (1)
Bond Number (2)
TO:
I Steiney &: Company Inc.
27 Sheridan Street
Vallejo, CA 94590
RECEIVED
DEe 111992
I ATTN: Mr. Carl L. Thomas
PHONE: (707)552-6800 , PERMITTEE
and subject to the following, PERMISSION IS HEREBY GRANTED to:
perform traffic control in the westbound direction of state overcrossing
of state Highway 04-SCl-17, Post Mile 12.33,to facilitate the installation
of conduit and loop detectors on a City street at Hamilton Avenue in the
City of Campbell.
Public WorksfEngineerinU
Two days before work is started under this permit, notice shall be given
to, and approval of construction details, operations, public safety, and
traffic con~rol shall be obtained from state Representative W. Ferry, 500
Queens Lane, San Jose 95112, (408) 436-0750.
Work requiring traffic control shall be performed from 9:00 a.m. to 3:00
p.m. and two lanes in each direction shall be available to traffic at all
times.
The following attachments are also included os port of this permit.
(Check app6cable):
In addition to fee the permittee wiU be billed
octuol costs for:
L Yes
Yes
Yes
Yes
No
...K. No
...K. No
...K. Na
General Provisions
Utirlfy Maintenance Provisions
Special Provisions
A Col-OSHA permit required prior to beginning work;
I
Yes
Yes
L Yes
LNo
LNa
Review
inspection
Field Worle
Qf any Coltrans effort expended)
Yes ..x No The information in the environmentol documentation has been reviewed and considered prior to
approvol of this permit.
This permit is void unless the werle is completed before Apnl 30. 1993.
This permit is to be strictly construed and no other werle other thon specificolly mentioned is hereby authorized.
No project werle shaH be commenced until aD other necessary permits and environmental clearonces hove been obtained.
APPROVED:
Preston W. Kelle
BY:
District Director
/::2?~.,/(
.
R. L Cashion, Distrid Permit En ineer
Page 1 of 2
NAME: Steiney & Company Ine.
PERMIT': 0492-6TK2548
DATE: December 10, 1992
Before any work is begun which will interrupt the normal flow of public
traffic, approval shall be obtained from state's representative, and
closures will be as shown on the attached copy of Standard Plan Sheet
T-11.
For any planned lane closures, the permittee shall comply with all the
requirements shown on the attached Encroachment Permit Lane Closure
Requirements Chart.
Immediately following completion of the work permitted herein, the
Permittee shall ~il1 out and mail the Notice o~ completion attached to
this permit.
Page 2 of 2
DEPARTMENT OF TRANSPORTATION
ENCROACHMENT PERMIT GENERAL PROVISIONS
DM-M-P-202B IRt\'. 1/89)
1, Authority: Each Encroachment Per-
mit Is issued In accordance with Chap-
ter 3 of Division 1, commencing with
Section 660, et seq.. of the Streets and
Highways Code (SHC),
2, Revocation: Except as otherwise pro-
vided for public corporations, fran-
chise holders. and utilities, En-
croachment Permits are revocable on
five (5) days' notice. These General Pro-
visions, Util1ty Maintenance Pro-
visions, and any Encroachment Permit
Issued hereunder are revocable or sub-
Ject to modification or abrogation at
any time, without prejudice, however.
to prior rights, Including those eviden-
ced by joint use agreements, franchise
rights, reserved rights, or any other
agreements for operating purposes in
the State highway right-of-way.
3, RespoDaible Party: No party other
than the named permittee or their
agent Is authorized to work under
any permit
4, Acceptance of PrOYlaloDC It Is
understood and agreed by the permit-
tee that the doing of any work under
this permit shall constitute an accep-
tance of the provisions of this permit
and all attachments,
5, Notice Prtorto StartbaiWorlc Before
starting work under the Encroach-
ment Permit, the permittee shall notify
the designated Department represen-
tative two (2) working days prior to Ini-
tial start of work When work has been
Interrupted for more than five (5) work-
Ing days. an additional 24-hour
notification Is required before restart-
Ing work unless a pre-arranged agree-
ment has been made with the
Department's representative. Unless
otherwise specified, all work shall be
performed on weekdays and during
normal working hours of the Depart-
ment's representative.
6, Standards of CODStruction: All work
performed within the highway shall
conform to' recognized standards of
construction and the current Depart-
ment Standard Specifications, Stan-
dard Plans and Manual on High and
Low Risk Facilities Within Highway
Rights-of-Way and any Special Pro-
visions relating thereto.
7, lDapectiOD and Approval by the
DepartmeDt: All work shall be su bJect
to monitoring. Inspection. and
approval by the Department The per-
mittee shall request a final Inspection
and acceptance of the work
8, Keep Permit OD the Work Site: The
Encroachment Permit or a copy
thereof shall be kept at the site of the
work and must be shown to any rep-
resentative of the Department or any
law enforcement officer on demand
WORK SHALL BE SUSPENDED IF
PERMIT IS NOT AT JOB SITE AS
PROVIDED,
9, CoDflictlog Permits: If a prior
encroachment conflicts wilh the pro-
posed work. the new permittee must
arrange for any necessary removal
or relocation with the prior permittee.
Any such removal or relocation wlll be
at no expense to the Department
10. Permits From Other AccDciea: The
party or parties to whom a permit Is
Issued shall, whenever required by law,
secure the written authorization for
any work that must be approved by the
Publ1c Util1t1es Commission (PUC) of
the State of California, CAlrOSHA. or
any other publ1c agency having Juris-
diction. Failure to comply with the law,
as' noted above, wlIl Invalidate the
Department's permit.
11, Prov1a1oDa for PedeatriaDa: Where
facilities exist, a minimum sidewalk
and bikepath width of four feet (4')
shall be maintained at all times for safe
passage through the work area At no
time shall pedestrians be diverted onto
a portion of the street used for
vehicular traffic. At locations where
adjacent alternate walkways cannot be
provided, appropriate signs and
barricades shall be installed at the
limits of construction and in advance
of the closure at the nearest crosswalk
or Intersection to divert pedestrians
across the street
12, ProtectioD of Trafl'lc: Adequate pro-
visions shall be made for the protection
of the traveling publ1c. Warning signs,
lights and safety devices and other
measures required for the public
safety, shall conform to the require-
ments of the Manual of Traffic
Controls issued by the Department
Traffic control for day or nighttime
lane closures shall be in conformance
With Department Standard Plans for
Traffic Control Systems. Nothing in the
permit is intended, as to third parties,
to Impose on permittee any duty, or
standard of care. greater than or dif-
ferent than the dutyorstandard of care
imposed by law,
13, lI1D1mum IDterfereDce with Trd-
fie: All work shall be planned and car-
ried out so that there will be the least
possible Inconvenience to the travel-
ing publ1c. The permittee Is authorized
to place properly attired flagger(s) to
stop and warn conventional highway
traffic. Traffic shall not be unreason-
ably delayed Flagging procedures shall
be in conformance with the Instruc-
tions to Flaggers pamphlet and/or
Manual of Traffic Controls for
Construction and Maintenance Work
Zones issued by the Department
14, Stor.,e of EquipmeDt aDd Materials:
The permittee shall Install temporary
railing (Type Kl between any lane carry-
Ing publ1c traffic and any obstacle,
material stored, or equipment parked
within twelve feet (12') of the lane.
Utilities are subject to the provisions of
Section22512 ofthe Califordta Vehicle
Code (CVC),
15, Care ofDraiD.,e: If the work contem.
plated In any Encroachment Permit
shall Interfere with the establ1shed
drainage, ample provision shall
be made by the permittee to provide
for It as may be directed by the
Department
16, MaJdDgRepaln: In every case, the per-
mlttee shall be responsible for restor-
Ing to Its former condition as nearly as
may be possible any portion of the
State highway facility which has been
excavated or otherwise disturbed by
permittee. The permittee shall main-
tain the surface over facilities placed
under any permit If the highway Is not
restored as herein provided for. or If the
Department elects to make repairs.
permittee agrees by acceptance of per-
mit to bear the cost thereof. c
17, Permita for Record ODly: If occupa-
tion of highway right-of-way..~s ,under
joint use agreement or under prior
easement, Encroachment Permits wtll
be Issued to the permittee for the pur-
pose of providing the Department with
notice and a record of work The permit
will also specify the Current terms and
conditions relating to publ1c safety, No
new or different rights or obl1gations
are intended to be created by the
permit In such cases, and all such prior
rights shall be fully protected.
Encroachment Permits Issued In such
cases shall have designated across the
face thereof. "Notice and Record
Purposes Only", (District Office of Right
of Way must give approval for this
designation)
18, Clean Up R1gbt-o~Way: Upon com.
pletlon of the work. all brush, timber.
scraps, material, etc.. shall be entirely
removed and the right-of-way shall be
left In as presentable a condition as
existed before work started
19, C08t ofWorlc Unless otherwise stated
on the permit or other separate written
agreement, all costs Incurred for work
wlthlng the State right-of-way pur-
suant to this Encroachment Permit
shall be borne by the permittee. and
permittee hereby waIves all claims for
Indemnification or contribution from
the State for such work
20, ActualC08tB1JIiD&: When the perm It-
tf'e Is to be billed actual costs (as
Indicated on the face of the permit),
such costs wlll be at the current hourly
rate established by the Department for
Encroachment Permits.
21. Submit P1aa: For Installation of all
underground facllltles, and all surface
work or other activity of consequence.
the permittee shall furnish five (5) sets
of plans showing location and con-
struction or other activIty with Its
appl1catlon Thirty (30) days after
T-
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MULTI-LANE TeS
Encroachment .:!rmit Lane Closure Reauirer lts Chart
All planned lane closure requests shall be faxed by the permittee to the State's Permit representative named
on face of the permit a minimum of seven working days prior to the proposed work. The lane closure requests
shall include the information identified below.
Permittee
Permit #
State Representative
Contact Person
Fax. #
Fax. #
Phone #
Phone #
Location Type of Work Time Post Lane
Date Lane '* Description Start Closure
Co/Rte Direction 1 2 3 4 Off ramp - On ramp Purpose Finish Miles Number
FREEWAY ramp involved:
Yes
No
'* \Vhich ramp(s)
KEY: Date - Dates lane closure requested
Co/Rte - County route and post mile from permit
Direction - Lane closure numbers are required in each direction
Lane - Lanes are numbered from left to right in the direction of traffic
Description - Physical description of location and lanes (location in relation to streets, landmark, etc.)
Purpose - Permit work
Time - Hours requested (per permit provisions)
Post 1-Ules and Lane Closure Number are for Caltrans use.
Lane closures may be extended if notice is given before the last day of the assigned Lane Closure Number to
(510) 286-6359. (Contact during normal working hours 0715-1530.)
Lane closures that interrupt City streets requires that the permittee to contact the City involved that the work
has commenced.
The Caltrans Communication Center (CCC) will provide a lane closure number. This number is used to
identify your lane closure when reporting it. At the time of installing the lane closure, the permittee is required
to call the CCC at (510) 286-6359 to inform Caltrans that the lane closure (number) is in (10-97). When the
lane closure is removed, the permittee must again call the CCC at (510) 286-6359 to inform Caltrans the lane
closure (number) is removed (10-98). After hours, on weekends or holidays, or for emergency lane closures
the permittee is required to call CCC at (510) 286-6359 and request approval for both installing and removing
the lane closure.
For emergency closures during working hours contact the State representative named on the face of the Permit.
An emergency closure is an unplanned closure of a lane, road or ramps because of a physical restriction
(accident, slide, etc.) or other conditions which create a hazard to traffic. CCC is to be notified immediately
of all emergency lane closures. These lane closures will be assirned lane closure numbers without approval
from the Maintenance Engineer. e
(11-16-92)
,,-0
CITY OF CAMPBEll
70 NORTH FIRST STREET
CAMPBELL. CALIFORNIA 95008
(408) 866-2100
FAX # (408) 379-2572
Department:
Public Works
December 3, 1992
Mr. Mark Beers
The Home Depot
601 S. Placentia
FUllerton, CA 92631
Subject: Permit Number 92-115, 480 E. Hamilton Avenue
Dear Mr. Beers:
The City of Campbell has received a schedule from Breton
Construction for offsite work on your Hamilton Avenue project
covering work through December 12, 1992. We have some concerns
about this schedule which I would like to convey to you.
The schedule is not complete. The signal work on Hamilton Avenue
is not reflected in the schedule, nor is the work on Almarida
Avenue. While it is not essential to have the signal operational
prior to opening the store, it is highly desirable to have the
signal operational shortly after opening. In order to accomplish
this the work must start in the near future. The City has a need
to know the anticipated level of completion of the signal on
opening day. My understanding is that your electrical
contractor, Steiny and Company, applied for their Caltrans permit
during the week of November 17, 1992. The installation of some
detector loops and conduit must wait for this permit. However,
the remaining portion of the signal work can proceed without this
permit. There must be significant construction activity on the
Almarida improvements, as outlined in our letter of October 22,
1992, prior to opening the store. We have not yet seen this work
reflected in a schedule.
Another concern with.this schedule is the Hamilton Avenue median
island work. .,. The median work is scheduled'forthi.:s:wggk.,:and. it
appears that this is no longer possible. wenE!edTa,n~.~~hE!dU1.~ m"
which shows the actual dates that this workE!stO.;'take,p'1.Ace.
The City also needs a week of advance notice for1:heniq:tit:work
on the median so that the nearby residents can benatiffedr
., '- I.;.l"'<:"~~ .. . .
CITY OF CAMPBELL
Mark Beers, Home Depot
Page 2
December 3, 1992
Please submit a complete schedule for all offsite improvements
through completion, indicating the status of each at the proposed
January 7, 1993, grand opening. If you have any questions,
please do not hesitate to call.
Very truly yours,
qh:J~? -?J1iz
Michael A. Fuller
Assistant Engineer
~
cc: Breton Construction, Attn: Jim Short
480 E. Hamilton Avenue, Campbell, CA 95008
Don Wimberly, Public Works Director
Marty Woodworth, Redevelopment Manager
f:92-115dec.ltr
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NOV 13 1992
W 1..-1 EnginoorinO
Public orlUl
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City of CunpbeU
Redevelopment Agency
70 North Fint Streel
Campbell. California 95008
408-866-2110
d:riz---I/~
IECEIVID
r,:oV 111992
AMc Worb ' .
November 11, 1992
Mark Beers
Project Manager
The Home Depot
601 S. Placentia
Fullerton, CA 92631
Dear Mark:
In speaking with our Public Works Department I have learned that the
off-site improvements seem to be lagging. In fact, Public Works indicates
that they have yet to receive a schedule as required indicating when the
improvements will be installed.
Mike Fuller's letter of October 22, 1992 (copy attached) outlines those
improvements which need to be installed prior to opening of the store. I
believe the Public Works Department is being quite lement in this regard
as normally all improvements must be in place before an occupancy permit
is issued.
The purpose of this letter is merely to express our concern about the
installation of the public improvements. Should it ever rain again in the
Bay Area, it may further delay the improvements. We do not want to be put
in a situation where the store is ready to open but some of the necessary
public improvements are not yet in place.
I will continue to do everything I can to expedite the City's end of this
project. However, it seems that the ball is in your court regarding the
public improvements at this point.
Please contact me should you have any questions.
Sincerely,
~.~
Marty Woodworth
Redevelopment Manager
~
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cc: Jim Lyon
Robert Kass
Don Wimberly-
Mike Fuller
Curtis Banks
STATE OF CAUFORNIA ' DEPARTMFNT OF TRANSPORTATION
ENCROACHMENT Pl liT
TR-0120 (NEW 9/91)
..< 9Z- 1/5-
_ Utility Notice No.
_ Agreement No.
R/W Contrad No.
of
P.. ''),.
In compliance with (chedc one):
X Your application of October 21, 1992
of
of
Bond Number III
Bond Number (2)
TO:
I Appian Engineering
760 East Capitol Avenue
Milpitas, CA 95035
I ATTN: Mr. Robert J. Alvey
PHONE: (408) M6-2677
and subjed to the following, PERMISSION
, PERMITTEE
IS HEREBY GRANTED to:
perform traffic control on state Highway 04-SCI-17, Post Mile 12.33, to
facilitate construction on city street at the intersection of Salmar and
Hamilton Avenues in the city of Campbell.
Two days before work is started under this permit, notice shall be given
to, and approval of construction details, operations, public safety, and
traffic control shall be obtained from state Representative W. Ferry, 500
Queens Lane, San Jose 95112, (408) 436-0750.
Work requiring traffic control during the day shall be from 9:00 a.m. to
3:00 p.m. and two lanes shall be available for traffic at all times.
The following attachments ore also included os port of this permit.
(Check appncable):
In addition to fee the permittee will be billed
actual costs for:
L Yes
Yes
Yes
Yes
No
.lL No
X No
.lL No
General Provisions
Utiuty Maintenance Provisions
Special Provisions
A Col-OSHA permit required prior to beginning work;
,
Yes
Yes
L Yes
L No
L No
Review
Inspection
Fielcl Worle
Of any Caltrons effort expended)
Yes X No The information in the environmental documentation has been reviewed and considered prior to
approval of this permit.
This permit is void unless the worle is completed before Apnl 30, 1993.
This permit is to be strictly construed and no other worle other than specificoDy mentioned is hereby authorized.
No projed warle shoD be commenced until on other necessary permits and environmentol clearonces hove been obtoined.
APPROVED:
Distrid Director
C~~: ~;Rrid p.nn~~~.l~
\
"
R.L
I
/
Page 1 of 2
....-. _..-. ...-.---..----
.--
./
NAME: Appian Engineering
PERMIT': 0<492-6TK2267
DATE: November 10, 1992
For any planned lane closures, the permittee shall comply with all the
requirements shown on the attached Encroachment Permit Lane Closure
Requirements Chart.
Work requiring traffic control at night shall be performed from 8:00 p.m.
to 6:00 a.m. and one lane shall be available for traffic at all times.
Before any work is begun which will interrupt the normal flow of public
traffic, approval shall be obtained from state's representative, and
closures will be as shown on the attached copy of Standard Plan Sheet
T-1L
Immediately following completion of the work permitted herein, the
Permittee shall fill out and mail the Notice of Completion attached to
this permit.
Page 2 of 2
DEPA'krMENT OF TRANSPORTATION
ENCROACHMENT PERMIT GENERAL PROVISIONS
DM-M-P-202B tR<'\', 1/89)
1, Authorltr. Each Encroachment Per-
mit Is Issued In accordance with Chap-
ter 3 of Division I, commencing with
Section 660, et seq" of the Streets and
Highways Code (SHC),
2, Revocation: Except as otherwise pm-
vlded for public corporations. fran-
chise holders. and utilities. En-
croachment Permits are revocable on
five (5) days' notice. These General Pro-
visions. Utility Maintenance Pr0-
visions. and any Encroachment Permit
Issued hereunder are revocable or sub-
ject to modification or abrogation at
any time, without prejudice, however,
to prior rights. including those eviden-
ced by joint use agreements. franchise
rights. reselVed rights. or any other
agreements for operating purposes In
the State highway right-of-way.
3. Reapoaalble Party: No party other
than the named permittee or their
agent is authorized to work under
any permit
4, Acceptance of ProvtalODll: It Is
understood and agreed by the permit-
tee that the doing of any work under
this permit shall constitute an accep-
tance of the provisions of this permit
and all attachments.
5, NoticePrtortoStartID&Work: Before
starting work under the Encroach-
ment Permit. the permittee shall notify
the designated Department represen-
tative two (2) working days prior to ini-
tial start of work When work has been
interrupted for more than five (5) work-
ing days, an additional 24-hour
notification is required before restart-
Ing work unless a pre-arranged agree-
ment has been made with the
Department's representative. Unless
otherwise speclfted, all work shall be
performed on weekdays and during
normal working hours of the Depart-
ment's representative.
6, Standarda of CODStruction: All work
performed within the highway shall
conform to recognized standards of
construction and the current Depart-
ment Standard Speclftcatlons. Stan-
dard Plans and Manual on High and
Low Risk Facilities Within Highway
Rights-of-Way and any Special Pr0-
visions relating thereto.
7, lDapection IlDd Approval by the
Department: All work shall be subject
to monitoring. inspection. and
approval by the Department The per-
mittee shall request a final inspection
and acceptance of the work
8, Keep Permit on the Work Site: The
Encroachment Permit or a copy
thereof shall be kept at the site of the
work and must be shown to any rep-
resentative of the Department or any
law enforcement officer on demand
WORK SHALL BE SUSPENDED IF
PERMIT IS NOT AT JOB SITE AS
PROVIDED,
9. CoDflictJn& Permits: If a prior
encroachment conflicts with the pro-
posed work. the new permittee must
arrange for any necessary removal
or relocation with the prior permittee.
Any such removal or relocation will be
at no expense to the Department
10. Permits From Other Agenciea: The
party or parties to whom a permit is
issued shalL whenever required by law,
secure the written authorization for
any work that must be approved by the
Public Utilities Commission (PUC) of
the State of California, CAlrOSHA. or
any other public agency having juris-
diction Failure to comply with the law,
as' noted above, will invalidate the
Department's permit
11, Proviaions for Pedestrluul: Where
facilities exist, a minimum sidewalk
and blkepath width of four feet (4')
shall be maintained at all times for safe
passage through the work area At no
time shall pedestrians be diverted onto
a portion of the street used for
vehicular traffic. At locations where
adjacent alternate walkways cannot be
provided appropriate signs and
barricades shall be Installed at the
limits of construction and in advance
of the closure at the nearest crosswalk
or intersection to divert pedestrians
across the street
12, Protection of Traflle: Adequate pro-
visions shall be made for the protection
of the traveling public. Warning signs.
lights and safety devices and other
measures required for the public
safety, shall conform to the require-
ments of the Manual of Traffic
Controls issued by the Department
Traffic control for day or nighttime
lane closures shall be in conformance
with Department Standard Plans for
Traffic Control Systems. Nothing In the
permit Is Intended as to third parties,
to Impose on permittee any duty, or
standard of care, greater than or dif-
ferent than the duty or standard of care
imposed by law,
13. 1liDtmum. Interference with TraI-
lie: All work shall be planned and car-
ried out so that there will be the least
possible inconvenience to the travel-
Ing public. The permittee is authorized
to place properly attired flagger{s) to
stop and warn conventional highway
traffic. Traffic shall not be unreason-
ably delayed flagging procedures shall
be in conformance with the Instruc-
tions to Flaggers pamphlet and/or
Manual of Traffic Controls for
Construction and Maintenance Work
Zones issued by the Department
14. Storage of Equipment IlDd Materiala:
The permittee shall install temporary
railing (1)'pe Kl between any lane carry-
ing public traffic and any obstacle.
material stored, or equipment parked
within twelve feet (12') of the lane.
Utilities are subject to the provisions of
Section 22512 ofthe Callfonfta Vehicle
Code (CVC),
15, Care ofDrama,e: If the work contem.
plated in any Encroachment Permit
shall Interfere with the established
drainage, ample provision shall
be made by the permittee to provide
for It as may be directed by the
Department
16. Maldng Repairs: In every case, the per-
mittee shall be responsible for restor-
Ing to Its former condition as nearly as
may be possible any portion of the
State highway facility which has been
excavated or otherwise disturbed by
permittee. The permittee shall main-
tain the surface over facilities placed
under any permit. If the highway is not
restored as herein provided for, or 1ft he
Department elects to make repairs.
permittee agrees by acceptance of per-
mit to bear the cost thereof.-
17, Permits for Record Only: If occupa-
tion of highway right-of-way ,~s ,under
joint use agreement or under prior
easement, Encroachment Permits wtll
be Issued to the permittee for the pur-
pose of providing the Department with
notice and a record of work The permit
will also specify the current terms and
conditions relating to public safety. No
new or different rights or obligations
are Intended to be created by the
permit In such cases. and all such prior
rights shall be fully protected
Encroachment Permits Issued In such
cases shall have designated across the
face thereof. "Notice and Record
Purposes Only", (District Office of Right
of Way must give approval for this
designation)
18, ClellD Up Right-o~Way: Upon com-
pletion of the work. all brush. timber.
scraps, material etc., shall be entirely
removed and the right-of-way shall be
left In as presentable a condition as
existed before work startedt19. Cost of Work: Unlessotherwlsestated
on the permit or other separate written
agreement, all costs Incurred for work
wlthlng the State right-of-way pur-
suant to this Encroachment Permit
shall be borne by the permittee, and
permittee hereby waives all claims for
Indemnification or contribution from
the State for such work
20. Actual Co8t Bwm,: When the perm it-
tl"e is to be bll1ed actual costs (as
Indicated on the face of the permit),
such costs wll1 be at the current hourly
rate established by the Department for
Encroachment Permits.
21. Submit PIaa: For Installation of all
underground facilities, and all surface
work or other activity of consequence,
the permittee shall furnish five (5) sets
of plans showing location and con-
struction or other activity with Its
application Thirty (30) days after
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MUL TI-LANE TeS
Encroachr_...:nt Permit Lane Closure Rea.....lements Chart
All planned lane closure requests shall be faxed by the permittee to the State's Permit representative named
on face of the permit a minimum of seven working days prior to the proposed work. The lane closure requests
shall include the information identified below.
Permittee
Permit #
State Representative
Contact Person
Fax #
Fax #
Phone #
Phone #
Location Type of Work Time Post Lane
Date Lane * Description Start Closure
Co/Rte Direction 1 2 3 4 Off ramp - On ramp Purpose Finish Miles Number
FREEWAY ramp involved: Yes
No
* Which ramp ( s)
KEY: Date - Dates lane closure requested
Co/Rte - County route and post mile from permit
Direction - Lane closure numbers are required in each direction
Lane - Lanes are numbered from left to right in the direction of traffic
Description - Physical description of location and lanes (location in relation to streets, landmark, etc.)
Purpose - Permit work
Time - Hours requested (per permit provisions)
Post Miles and Lane Closure Number are for Caltrans use.
Lane closures may be extended if notice is given before the last day of the assigned Lane Closure Number to
(510) 286-6359. (Contact during normal working hours 0715-1530.)
Lane closures that interrupt City streets requires that the permittee to contact the City involved that the work
has commenced.
The Caltrans Communication Center (CCC) will provide a lane closure number. This number is used to
identify your lane closure when reporting it. At the time of installing the lane closure, the permittee is required
to call the CCC at (510) 286-6359 to inform Caltrans that the lane closure (number) is in (10-97). When the
lane closure is removed, the permittee must again call the CCC at (510) 286-6359 to inform Caltrans the lane
closure (number) is removed (10-98). Mter hours, on weekends or holidays, or for emergency lane closures
the permittee is required to call CCC at (510) 286-6359 and request approval for both installing and removing
the lane closure.
For emergency closures during working hours contact the State representative named on the face of the Permit.
An emergency closure is an unplanned closure of a lane, road or ramps because of a physical restriction
(accident, slide, etc.) or other conditions which create a hazard to traffic. CCC is to be notified immediately
of all emergency lane closures. These lane closures will be assigned lane closure numbers without approval
from the Maintenance Engineer.
(11-16-92)
t~ 77 -1/ S-
WEST VALLEY SANITATION DISTRICT
OF SANTA CLARA COUNTY
SERVING RESIDENTS OF
CITY OF CAMPBELL
TOWN OF LOS GA TOS
CITY OF MONTE SERENO
CITY OF SARA TOGA
UNINCORPORA TED AREA
100 East Sunnyoaks Avenue
Campbell, California 95008
Telephone (408) 378-2407
November 3, 1992
f(k:(:Ii~Vi';
NOV 0 4 1992
Mr. Mike Fuller
Department of Public Works
City of Campbell
70 North First street
Campbell, CA 95008
Public W,~~,'<~'
RE Almarida Drive Improvement
Dear Mike:
The proposed street improvement project will not impact the
operation of the existing sanitary sewer facilities. Our
maintenance crew has TV-inspected the sewer mains in the area and
determined the system is in good condition. There will not be any
repair or upgrading to this system.
In conclusion, please consider this letter as a clearance to
proceed.
Very truly yours,
William A. Gissler
DiS~~nager/Engineer
BY/ J~~~an K. Lee
Assistant civil Engineer
(FORMERL Y COUNTY SANITA TlON DISTRICT NO, 4)
REFUNDABLE DEPOSIT
CHECK REQUEST
TO: SANDY TERPKO
ACCOUNTS RECEIVABLE
Pl ease issue check payabl e to: Brian K. Foulk
Address:
Line 1: 400 Santa Clara St STe.2/0
Line 2:
City: Vallejo
State: CA Zip:
7~S~o
Description: Ref Deposit/Permit No: 92-115
Exact Amount Payable: $500.00
Account Number: 001.00.905.4662
INTEREST EARNED
001.05.540.4448
LOCATION: 480 E. Hamilton Avenue
DATE AND NO. OF RECEIPT:
2/7/92 #37880
PURPOSE:
plan check deposit
Requested by:
Approved by:
Verified by:
It"- {}- ~
Mike Fuller Title: Asst Enqr
~Fa.gA~L...c: Title: city Enqr
Title:
Date: 11/3/92
Date: 11/3/92
Date:
SPECIAL INSTRUCTIONS FOR HANDLING CHECK:
Ma il as i s
xx
Mail in attached envelope
Return to:
(Department)
(Name)
Other:
Rev 11/21/91
(
CITY OF CA.MPBEll
RICIlVID
CO~ U tl 169,
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70 NORTH FIRST STREET
C AMP BEL L, C A L I FOR N I A 9 5 0 0 8
(408) 866-2100
FAX # (408) 379-2572
f/c/2/v.'IT:tt 7 Z -II S-
Department:
Building
Oct. 28, 1992
Mark Beers, Project Manager
The Home Depot
601 South Placentia
Fullerton, CA 92631
SUBJECT: City approval of storage rack installation
Our records indicate that Campbell's initial engineering
response to your proposed storage rack installation was mailed
to West Coast Store Planning on Sept. 23, 1992. John Taylor's
phone inquiry regarding the status of the plan review on Oct.
16, indicated that either the response had not been received or
had been overlooked. Mr. Higgins' formal response was received
by this office on Oct. 26. In conversations with our engineer,
Mr. Finnigan, all indications are that his specific concerns
have not been adequately addressed by this response. A written
rejoiner from him will be forthcoming within two days.
We share your concerns about a timely conclusion to this
project, but are also required by our proximity to an active
fault line to exercise caution with regard to such installations
as high-rise racks.
We intend to expedite this phase of the project, and anticipate
working with you to resolve any remaining obstacles.
Please contact me directly with any questions or information.
Very truly yours,
'~~J,-~~-~
Frank Mills
Acting Sr. Building Inspector
FM:db
cc: Public Works Directo~~Don Wimberly
Redevelopment Dept. Marty Woodworth
Planning Dept. Curtis Banks
~\
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Ref. No.
TELEPHONE CALL RECORD
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CUST TYPE : RETAIL ''';'PROMISED BY: 'CALL~__:~" ;(
P. O. #:-'RETURN' PARTS: N'" "
RESALE: YEAR 90
MAKE : NISSAN
MODEL 300ZX
LICENSE: RDC004
MILEAGE: 41,758,
+--------------------------------------------------------------------------~~,-
I Reason Fot~ Visit: . ,:"r~~~:;;;;>
. ~~-~~~~=~~~~~~=-~~~~========-~~~~~~~~~~=~~~'~=~~~;~~:~~~=-==~?~
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el4 L TB LIFE TIME BALANCE' '
-,........... '
===DECLINED ROAD HAZARD====,
. :,,~ ~,4-"{~;~<"'::', ~~fY~'
PAGE:t:...: ,2 ." "ie :.::."
DATEi"1121-24-92 ~r
TH1E: 4: 42pm
CUST:
NAME: JAGO ED
134 W RINCON
MOUNTER: BRIAN MC MAHON
MECH. 1:
C
CA 95008
PHONE 1: (408)379-7687
MECH. 2:
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INSPECTED BY: BRIAN MC M
TEST DRIVER: BRIAN MC M
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Recommendations:
,~".' "I
Pat~t s :
Labor-:
Sales Tax ($
Invoice Total:
175.00 @
Payment: MASTeRCARD
I acknow. lpgdp notiCE. and o.r,a. 1 appr~~JOf an in.creaSE in the original pstilate ~ricE
. C# r
Rrceivi?o by ~~~'C' >+-- ~:;:;....._
Al~ Parts art' newr IJnlH~ c 'e~cti?d.
CUSTOMER
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(
CITY OF CAMPBEll
70 NORTH FIRST STREET
C AMP 8 ELL, C A L I FOR N I A 9 5 0 0 8
(408) 866-2100
FAX # (408) 379-2572
Department:
Public Works
October 23, 1992
Mr. Jeff Palesano
Breton Construction
480 E. Hamilton Avenue
Campbell, California 95008
Subject: Permit #92-115; 480 E. Hamilton Avenue - Home Depot
Dear Mr. Palesano:
This letter is meant to address several concerns which the City has
regarding inspection of the off-site improvements at the Home Depot
site. The Public Works Inspector, Hank Imokawa, and I are to be
your contacts at the City regarding notification of work and
construction problems. If neither of us is available, simply
contact Public Works, and someone else will help you. When the
services of our Signals and Lighting personnel are required, Hank
or I will request that they assist. They should not be contacted
directly by you or your subcontractors. You or your representative
from Breton Construction are to be our contact regarding
construction issues. We will contact your subcontractors directly
only in cases of emergency.
The following are the numbers where Hank and I can be reached:
Hank Imokawa:
Mike Fuller:
Public Works:
Fax:
866-2165
866-2158
866-2150
379-2572
As stated in the encroachment permit, if any work is to occur on a
given day, the Public Works Department must be notified at least 24
hours in advance. Additionally, any proposed changes to the plans
must be submitted in writinq to the Public Works Department, and
must be approved in writing prior to being built.
Submittal of a weekly schedule is a requirement of the encroachment
permit, and to date none have been submitted. No off-3ite work is
to continue on this project until a schedule including the work is
submitted.
CITY OF CAMPBEll
Breton Construction
Page 2
October 22, 1992
There has been no notification of work to the City since demolition
was completed on the curb, gutter and sidewalk. street light
conduit and an electrolier foundation were installed on Hamilton
Avenue without the benefit of inspection. Therefore, the conduit
was not installed per the plans. The City is requiring that the
conduit be potholed to verify that it was installed at the proper
depth and with the proper backfill. Some verification that the
electrolier foundation was installed per the City's specifications
is also required, or the foundation must be replaced.
We look forward to continuing to work with you on this project. If
you have any questions, please do not hesitate to call.
:;;J;:4~~S'
Michael A. Fuller
Assistant Engineer
cc: Joan BOllier, City of Campbell
Hank Imokawa, City of Campbell
Tony Rucker, City of Campbell
Marty Woodworth, City of Campbell
Mark Beers, Home Depot, Inc. 602 So. Placentia,
Fullerton, CA 92631
f:92-115
I
72-/(5-
CITY OF CAMPBEll
70 NORTH FIRST STREET
C AMP BEL L, C A L I FOR N I A 9 5 0 0 8
(408) 866-2100
FAX # (408) 379-2572
Department:
Public Works
October 22, 1992
Mark Q. Beers, Project Manager
The Home Depot
601 South Placentia
Fullerton, California 92631
RE: The Home Depot, 480 E. Hamilton Avenue; Off-site
Improvements at Grand Opening
Dear Mr. Beers:
The purpose of this letter is to discuss the status of the off-
site improvements at the time of the store grand opening. The
city understands that the store grand opening is planned for
December 7, 1992, which is rapidly approaching. The City is
looking forward to this event, however, we are concerned that the
traffic control into and out of the site, when the store opens,
is safe for vehicles and pedestrians.
Based on the progress to date of the off-site improvements, since
issuance of the encroachment permit five weeks ago, we estimate
that the improvements will not be complete prior to the planned
opening. Therefor, we want to describe the City's requirements
for completion of the individual improvements and mitigating
traffic control measures for those improvements that will not be
complete.
Some of the improvements are absolutely necessary for the
opening, and others can be finished shortly after opening. The
signal at Almarida Avenue is necessary for the operation of left
turns into and out of the Hamilton Avenue driveways. If the
signal is not finished prior to opening, no such left turns will
be allowed. The City would require that the median be closed to
all ingress and egress left turns, and that construction signing
be used to direct traffic to the Salmar entrances from westbound
Hamilton. signingwoul.d.also be required intlleparking lot
directing traffic to the Salmar exit to accesswest:bQUI1~Hamilton
Avenue. This alternative requires that theS.Cllmar~mp'!'"q'Vements
be complete prior to opening.
CITY OF CAMPBEll
Mark Q. Beers
Page 2
October 22, 1992
The City is concerned about additional neighborhood cut through
traffic, therefor progress on the woonerf improvements must be at
such a stage as to discourage cut-through traffic on Almarida
Avenue. This means that the bomanite work must be under
construction so as to impede traffic through the area of work.
Please submit a schedule for completion of the off-site
improvements at your earliest convenience indicating your
proposed status of the improvements at the time of the store
opening. Subsequently, we would like to meet with you to discuss
any necessary traffic control mitigation.
The City will allow a 5 day bench test period for the signal
controller, in lieu of the standard 21 day period, to assist you
in accelerating your schedule.
The City is excited about this project and looks forward to the
store opening. We are sensitive to your target opening date, and
we will work with you to achieve this goal. If you have any
questions, please do not hesitate to contact me.
l7:::h!J;JZ;
Mike Fuller
Assistant Engineer
~~:djr
cc: Marty Woodworth
Curtis Banks
Frank Cauthorn
Don Wimberly
Bay Regional Business Market
Right of Way
34758 North First Street, Room 250
San Jose, California 95134
PACIFICt:tBELL"
A Pacific Telesis Company
October 9, 1992
RECEIVE~
OCT 14 1992
Michael A. Fuller
City of Campbell
70 N. First Street
Campbell, CA 95008
Public Works/Enginooring
PROJECT: 489 E. HAMILTON AVENUE - HOME DEPOT
Dear Mr. Fuller:
In response to your request of September 28, 1992 our engineering
staff reviewed your plans and found that Pacific Bell does have
existing facilities in proximity to your proposed improvement
project.
If you have any further questions regarding this matter, please
call me on (408) 493-7068.
Sincerely,
>4. QvdP
A. Ovalle
Public Works Coordinator
Attachments
F i 1 e : PWC 4 4 1
Brian Kangas FDk..~
if [' IZH IT::#=- / ~ - / /,s-
October 9, 1992
Ii: C E IV~-
OCT 1. 89l
Public: W ork&J fn9imt..n~
Mr. Mike Fuller
Assistant Engineer
Public Works Engineering
City of Campbell
70 North First Street
Campbell, CA 95008
Re: Campbell Home Depot
Dear Mike:
Brian Kangas Foulk (BKF) was the applicant for the Encroachment Permit (Permit
No. 92-115) for the Campbell Home Depot project. This project is now under
construction and, as you are aware. BKF has limited day-to-day involvement in
these construction activities. We, therefore, authorize the City to work directly with
the general contractor, Breton Construction, regarding this permit.
If you have any additional questions or if I can be of further assistance. please call
me at your convenience.
/.
Max A.
Vice Pre .
IPrincipal
MAK:pms
cc: Jeff Palesano, Superintendent
Breton Construction
Mark Shenouda, Greenberg Farrow
Mark Rone, Greenberg Farrow
Professional Services Since 1915
Consulting Engineers
540 Pnce Avenue
Redwood City, CA 94063
415/365-0412
FAX 415/365-1260
m
Pacific Gas and Electric Company
October 9, 1992
liiC'E'
6Vi.
Ocr 12 i992 II.$J
PUblic ~'1 0 '
r,~t!/E.")fO';~ .
..:J~. .....1:.::.:n::.J
Mr. Michael A. Fuller
City of Campbell
Department of Public Works
70 N. First Street
Campbell, CA 95008
Dear Mr. Fuller:
PG&E Facility Conflicts - Salmar. Hamilton. Almarida & David Avenues. Camobell
In response to your letter dated September 28, 1992, we have reviewed the subject areas
and have determined the areas to be free of any known conflicts; however, it would be
prudent to have USA (800-642-244) validate the areas for facility locations.
If I can be of further assistance, please call me at (408) 725-2011.
Sincerely,
,/&J_~-~
Reuben T. Tsujimura
New Business Representative
RTT:kdd
Ref. No.
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CITY OF CAMPBELL
ljj~?1'-/r
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70 NORTH FIRST STREET
C AMP BEL L. C A L I FOR N I A 9 5 0 0 8
(408) 866-2100
FAX # (408) 379-2572
Department:
Public Works
September 28, 1992
Mr. Ben Banares
San Jose Water Company
1221 South Bascom Avenue
San Jose, CA 95128
Subject: 480 E. Hamilton Avenue - Home Depot
Dear Mr. Banares:
Home Depot is currently building a store at 480 E. Hamilton Avenue
near Salmar Avenue. The offsite improvements include utilities and
curb, gutter, and sidewalk on Salmar Avenue and Hamilton Avenue, as
well as improvements on Almarida and David Avenues. Enclosed for
your review is a set of the offsite improvement plans. The
contractor has begun demolition work on Hamilton Avenue. If you
have any comment or concern, please call me as soon as possible at
866-2158.
Very tru~you~,/
~~ t~~1
Michael A. Fuller
Assistant Engineer
f:hmdepot928
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MEMORANDUM
. Ie. I V,I iI
SEP 22 1992
~ublic Workl/fngin..ring
To:
Mike Fuller
From:
Tony Rucker ~
Subject:
Hamilton & Almarida/Home Depot Project
Date:
Sept. 21, 1992
Please be advised that today I was contacted by Brian Finley of Steiney, Inc. who
had some questions about the testing of the controller assembly.
I told him that it has always been a past policy and practice by the City to have a
21 day test performed per the State Specifications and that policy would be
followed unless the City Engineer instructs me/us differently. Also, I told him that
the testing should be performed by a qualified agency other than the manufacturer
(i.e. SMI would be acceptable) and that he could contact them with questions
regarding the details and cost for that service.
He also asked questions regarding what could be done if it was decided by the
City that the intersection had to be turned on by a specific date and the signal
controller assembly was not ready. He offered that this could happen because, as
he understands it, the cabinet is 8special8 (second controller for counting vehicles,
etc.) and could take longer to manufacture. Then it would still have to undergo a 21
day test. He asked if the City had a 8spare8 controller assembly that could be used
if this were to happen and if the second controller was essential to intersection
operation.
I told him that the special cabinet with a second controller was not essential for
start-up or short term operation and was not required to get the signals operating to
control traffic as far as .green-yellow-red8 is concerned, but that only the Engineer
can make that decision.
I also told him that the City does not have a spare NEMA cabinet but that possibly
SMI could 8rent- a HEMA cabinet to perform this task if it did indeed come to that
and this entire procedure, of course, would require the Engineer's formal approval.
FYI- I see nothing wrong with this as an option, but I can only wonder if the
cabinet (typically 90 days from most manufacturers) would beat the signal
standards, which generally take even longer (12 to 14 weeks).
I told him he could direct his future questions regarding signals/lighting/electrical
specifics to me but that all other <policy, spec's, approvals, submittals, etc.) should
be to you.
cc: Lynn Snyder
Char lie Gallardo
2
HOME DEPOT LETTER DATED 9/21/92
Paragraph 2, regarding grading and drainage:
Mark Beers said that the grading and drainage reV1S10ns took 4
weeks to resolve to Public Works' satisfaction, even though the
problems could have been resolved after the permit was issued. The
purpose of witholding permits until the plans are satisfactory is
to ensure that nothing is buildt based on unsatisfactory or
uapproved plans.
Pragraph 2, regarding changes to the plans:
The Woonerf plans were subject to public meetings, and the approval
process was more lengthy than a normal improvement project. From
the time that the Public Works staff sat to review the "final"
plans (8/20/92) to the time they were signed (9/14/92) was a little
bit less than four weeks.
Paragraph 3, regarding fees and release to building:
It is standard practice to require fees for the offsite
construction to be paid prior to release to the Building
Department. The release was given to building to Building on the
day that the fees were paid.
riV\\ ~. - pLJ ( ~ ~
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601 South P1acentia, Fullerton, California 92631 - (714) 738-5200 - FAX (714) 738-1686
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September 21, 1992
Mr. Steve Piasechki
Planning Director
City of Campbell
70 North First Street
Campbell, CA 95008
Re: The Home Depot
480 East Hamilton Avenue
Campbell, California
Dear Mr. Piasechki,
This letter is in response to your request for an detailed description of our fixturing and merchandising
process, and will also provide a forum in which we can express our concerns over the delays caused by the
actions of the staff of the City of Campbell and The Home Depot's actions to attempt to make up for those
and keep our project on schedule. I would like to address the issue of delays first and then go on to our
fixturing and merchandising.
Our contractor, Breton Construction, Inc., was on the site and ready to commence work on May 4, 1992.
This was based on infonnation we received from your Building Department that the plans were ready for
permit, In fact, the Public Works Department had some very minor site grading and sewer invert revisions
that took another 4 weeks to resolve to their satisfaction, even though grading in the area of the change and
the change in the sewer could have been easily resolved even after the permit was issued, as this work was
not due to start until much later. Public Works also during this time was making revision after revision to
the offsite improvement plans, as nobody could decide what they really wanted in the ''Woonerf' to be
built. In fact, these plans were only approved on Monday, September 13, after more changes. This change
in the offsite plans caused us to order Traffic signal equipment with no fonnal approval. We did this only
in an effort to keep this project on schedule to open on December 10, 1992.
Also during this time, the Public Works department was not willing to release the permit because the fees
for the offsite construction had not been paid. I was finally able to reach an accommodation with Public
Works to pay the fees in advance of the plans being approved, and the permit was finally released on June
4, 1992. This delay at the beginning of the project cost us at least 5 weeks. The reason given for having to
pay these fees so far in advance of plan approval was that "nobody will want to keep you from opening if
you don't pay these fees", the implication being that we could not be trusted to pay these fees and do the
work prior to our opening.
Further delay has occurred in the project due to the Campbell Fire Departments unwiHingJ1ess to abide by
the flow test that was provided to my fire consultants over 1 year ago. The original design flow for our
sprinkler system was provided by your department and was the information used in designing our fire
system. After the finished plans were submitted by the sprinkler contractor for approval, the fire
department responded by stating that we could not use the flows that had been provided by them in the past
and required that we go to San Jose Water Company for the flow information. The water company was
reluctant to provide the flow information and requested that we go back to the fire agency for the
information. We finally prevailed upon the water company to provide the information.
The information recieved from the water district was so contradictory to the original flows received from
your citys fire agency that we had to do a redesign of the system and add a fire pump at a cost of $30,000.
This has cost us 3 weeks delay in the fabrication of the pipe and installation of the fire system.
The delays induced by the city to this point have cost us 8 weeks in our construction schedule and caused
us to try to accelerate our construction so as not to delay the opening of the store. Already underway is the
moving of people to this area to manage and open this store, so the delays will have significant impact on
these personnel, as well as the start of business and the delay in sales tax income to the City. As you know,
the City has an interest in this project and the additional sales tax should be a substantial benefit. Hwe are
unable to keep our accelerated schedule, then we will have to push our opening back to the second week in
January, a delay of one month.
Our fixtures (racks) are due to arrive in the store on October 5, 1992 and our employees will commence
setting them up so that our rack bolting contractor can fix them to the floor. We have a period of 3 weeks
scheduled to set up the racking and be ready to receive merchandise, scheduled on October 26, 1992. Of
course, all these activities will be coordinated and approvals obtained from both the fire agency and the
Building Department. Your Building Department has been very helpful and accommodating in all phases of
this project.
We would appreciate anything you or your staff could do to help keep this project on track, as a delay at
this point will have a very serious impact on us. Thank you in advance for your assistance.
. Vifry -~1Y,- ours,
I /~/( 0(? I
L/i ark . Beers ~L..'--
Project Manager
cc: James Lyon
Dennis Gougbary
P~l Rodrigues
. Marty Woodworth, City of Campbell
Donald R. Burr, Mayor, City of Campbell
Barbara Conant, Vice-mayor, City of Campbell
John Ashworth, Member of the City Council
Jeanette Watson. Member of the City Council
Michael Kotowski, Member of the City Council
OI2-1;;~-
"'t~
.'\If"
SiP 221992 u
~&lhl;~ W Ot~
'/EfJgifJ_ .
_rlfJg
TIME: 1/= ~
JOB NO.:~fl'/Jf1"/~
SEP 21'~3~g:W:I~TY
FACSIMILE TRANSMITTAL
DATE:M 1;l, Iq'?t;
FROM:
BKF FAX NO.: (415) 365-1260
PLEASE DEUVER THE FOLLOWING PAGES TO:
DESTINATION #1
DESTINATION #2
TO:
TO:
NO. OF PAGES (Including this one):-4--
TO:
COMPANY:
HARD COpy TO FOLLOW: _Yes ~No
FAX#:
SUBJECT:~ ktltfor I W~~~4~
REMARKS:~H'rl- ~~.k"
;
IF YOU 00 NOT RECEIVE ALL PAGES, PLEASE CALL US AS SOON AS
POSSIBLE AT L415) 365-0412.
P.1/4
CUfl~ultiny fnginiirti
540 Price Avenuti
Redwood Citv. CA 94063
4151365-0412
FAX 415/365., 260
SEP 21 '92 16:34 BKF REDWOOD CITY
P.2/4
SECTION 02610
BOMANITE CONCRETE PAVING AND SURFACING
PART 1 - GENERAL
1.01 DESCRIPTION
The work in this section shall be designated as Bomanite Concrete in the
plans. The work shall include all labor, material, equipment and
transportation required to complete the installation of Bomanite. The
Contractor for this work shall be a Bomanite licensed contractor who has
been trained and equipped by:
Bomanite Corporation
P.O. Box 599 Madera, CA 93639-0599
Tel.: (209)673-2411 Fax: (209)673-8246
1.02 DEFINITIONS
Bomanite:
Cast-in-place concrete slab, having the surface colored and imprinted
with pattern and textured. The work ;s performed on the job site by
trained and experienced workmen.
1.03 WORK INCLUDED
The work provided by the contractor shall include:
A. Preparation work, including subgrade preparation, finish grading,
setting of forms and screeds, and furnishing of reinforcement when
required.
,8. Provide and place all concrete, color hardener, reinforcement and
curing compound.
C. Provide special imprinting tools.
D. Place concrete.
E. Provide and apply all Color Hardener.
F. Place color hardener.
G. Provide and apply all Release Agent when required.
H. Provide and apply Bomacron imprinting tools in the proper pattern
per specification by a Bomanite licensed contractor.
I. Apply curing compound.
ALMARIDA WOONERF SYSTEM
BOMANITE CONCRETE PAVING AND SURFACING
SECTION 02610
Page 1 of 3
SEP 21 '92 16:34 BKF REDWOOD CITY
P.3/4
J. Outside edges of Bomanite slabs shall be left uncolored except where
indicated to be colored in the plans.
1.04 DUALITY ASSURANCE
A. The Contractor for concrete imprinted paving shall provide conclusive
proof that he is qualified to and has previously produced imprinted
paving and can comply with the provisions specified herein and shown on
the plans. Proof shall be in three high quality installations, similar
in scope to that specified herein, and located within a 50-mile radius
of the CHy. Evidence that the Contractor is qualified to comply with
the requirements specified herein shall be submitted to and be subject
to the approval of the engineer.
B. All Bomanite work shall comply with the current specifications and
quality standards issued by Bomanite Corporation.
PART 2 - PRODUCTS AND MATERIALS
A. Concrete shall have a minimum compressive strength of 3000 psi.
Portland cement shall conform to ASTH C150, Type I, II, or IV.
Aggregate shall conform to ASTH C33 and shall be minus 3/8 inch. Mix
water shall be fresh, clean and potable. An air-entraining agent
conforming with ASTH C260 and/or a normal set or retarded-set water
reducing admixture conforming with ASTH C494 may be used. Calcium
chloride shall not be permitted in the mix. Concrete shall be 5 inch
thick as shown on pla~.
B. Reinforcement shall be installed as shown on the construction drawings.
C. Bomanite textured paving pattern shall be English sidewalk slate
(lS"x16M & lS"x22").
D. Color Hardener: The concrete shall be colored in the folloWing color
hardener colors: Slate grey with walnut and tile red secondary colors
for roadway area as shown on plans, and Beige Cream with Slate Grey and
Russet secondary colors for the crosswalk as shown on the plans. Colors
shall match samples displayed at the City of Campbell Public Works
office.
Color shall be ready-to-use, dry-shake lithochrome color hardener and
shall be streak-free integrations of pigments, surface conditioning and
dispersing agents, and portland cement blended with hard graded
aggregate as manufactured by the L.M. Scofield Corp., Los Angeles, CA.
E. Curing compound complying with AASTH C309 shall be used as a. curing
membrane and shall conform with all applicable air pollution
regulations.
ALMARIDA WOONERF SYSTEM
BOMANITE CONCRETE PAVING AND SURFACING
SECTION 02610
Page 2 of 3
SEP 21 '92 16:35 EKF REDWOOD CITY
P.4/4
3.00 EXECUTION
A. The area to receive Bomanite shall have the subgrade specified in
Section 2-J "Roadway Excavation" of the City of Campbell standard
construction provisions.
B. The formwork shall be installed and the slab thickness shall be as shown
on the construction plans.
C. Provide reinforcement as shown on construction drawings.
D. Control joints shall be provided in accordance with the plans.
E. The concrete shall be placed and screeded to the finished grade and
floated to a uniform surface in the standard method.
F. Color Hardener shall be applied evenly to the plastic surface by the
dry.shake method using a minimum of 60 pounds per 100 square feet. It
shall be applied in two or more shakes, floated after each and troweled
only after the final floating.
G. Release Agent shall be applied evenly to the surface.
H. While the concrete is still in the plastic stage of set, the imprinting
tools shall be applied to make the desired impression to the surface.
I. Curing compound shall be applied.
Bomanite concrete paving to be installed per standards and specification of the
Bomanite Corporation and in accordance with Bay Area Concretes, Inc., P.O. 1728,
Fremont, California 94538, License #242104. Phone (415) 651.6020.
ALMARIDA WOONERF SYSTEM
BOMANITE CONCRETE PAVING AND SURfACING
SECTION 02610
Page 3 of 3
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ENCROACHMENT PERMIT ISSUAN~_.lECK LIST
Encroachment Permit No.
(/:J- ,1/, ('
City of Campbell
Department of Public Yorks
-/
C Applicant section complete
,,/ Applicant signature and date
v
Permit Application fee $105.00 paid
Receipt number :':~7 E,? '-I
,/
Plan check deposit, $500.00 paid
R i b..., '-"7 oJ , '
ece pt num er ,__ / ~, ,', L'
i/ Five sets of improvement plans submitted
---------------------------------------------------------------------------
V Surety for faithful performance, 100% of City Engineer's
estimate, supplied or paid
Amount $ 4~,c:'a), tZ.- Form ,150M (') 1.D. #/:)(12, <)7 /
~/ Cash Deposit: 4% of FP surety, $500 min. paid
Amount $ IS ~-~'t:u [c/ Receipt No. L/ZS~I -2-
~Plan Check & Inspection fee of 10% of F.P. surety for
amounts of $0 - $100,000; 9% for $100,000- $500,000;
7% for $500,000 and above; $100 min. paiel _'_
Amount $ "'y,"'5:oIC. CJ6 Receipt No. <'-I ~ ~ I ,S
,
~Workers' compensation information received for Applicant
(see Information Sheet for Encroachment Permits)
~ll other Public Works requirements listed in the
Conditions of Approval of the development.
---------------------------------------------------------------------------
~Workers' comp and Contractor's Information received for
Contractor (see Information Sheet for Encroachment Permits)
~ertificate of Insurance with Additional Insured's
Endorsement received from Contractor (see General Summary of
Insurance Requirements for Encroachment Permits)
V
Three sets of off-site plans, stamped APPROVED (Tract or
Development and Public Works Permit number and property
address on plans)
(//
Permit signed for City Engineer
WHEN ALL OF THE ABOVE. ITEMS ARE COM,PLETE, PERMIT MAY BE ISSUED
Issuer: Ini tial /f'v[()..'! and date cJ! ( 7/'i z- and file with permit
UPON ISSUANCE, INITIATE CHECK REQUEST FOR PLAN CHECK DEPOSIT REFUND
f: pmtckls t
Revised 10/91
Home Depot - Engineering Division requirements prior to release
to building
v
Grading and
"'''1 c,,#'ns
viH L>~ k
I '
drainage plan reviewed & approved
by Planning
by Engineering
~ ~ Surety for faithful performance acceptable ($489,000)
v-
~
V"
Signed copies (2) of street improvement agreement
Cash deposit posted ($19,560)
Plan check & inspection fee paid ($45,010)
V Storm drain area fee paid ($21,757) 4,xQ1
Plats & description for dedication on Hamilton
**Dedication deeds (two copies) signed, notarized,
returned.
an;)
~,
** Due to potential long lead time for signing of dedication
deeds by the School District, the building permit can be released
without the signed dedication deeds. These signed documents will
be required prior to issuance of an encroachment permit for the
off-site improvements.
'.. I/e; ILt;2'/ jt
1u p)tt~ [p
O^\lla ^aJ__
tJb:t-~~--~--- - .'
/ ..::27'/J {. L ~L-a.. -r L- L--C.
~~t. L. ''C.. ./
5/20/92
-T--~ed filOV
t~JG ~ I
hll e;,L i'V
'7 I{ (t, .J
r~' if (\~~
€-I',cl, Y
'''",
\
)
SENT BY:
5-18-92 2:22PM
408 379 2572:# 21 3
HOME DEPOT LEGAL~
Bond No. 092579
PERMIT PERFORMANCE AND PAYMENT BOND
BY nus BOND, We, Home Depot u. S . A., I nc. . as Prindp.al and Ameri can
Home Assurance_ Company. a c:orpomdon, u ~urety! ue bound IO-ttie Cftl o~l,
ca11fornia , herein caUed Obligee, In the lum of S 489iOOOan~~
payment of which we bind ourselves, our heirs, personaJ representatives, successors, and
allfpll, jointly and severaUy.
niB CONDmON OF THIS BOND is that if Principal:
1.
Performs under Permit number 92-115 application dated February 5, .
19 92, . to Principal from Obligee for street ,mprovements at~o East Ham, rton
Avenue
thepermh and all suppa"!n, documCDtadon auoclated therewith bein. made a p~
of this bond by reference, at tbe tima, under the concUtioJll, 8Ild in the manner
pracribed in the permit; and
2.
Promptly makes payments to all pcrson5 or entities supplying Principal with labor,
materials, or supplies. used directly Dr indirectly by Principal in the prosecution of the
work provided for in the permit; and
Pays Oblisee aJIlosles, damases, expenses, costs, and anomey's fees, including appellate
proceedings, that Obligee sustains because of a default by Principal under the permit,
then this bond is void; otherwise it remains in full force.
3.
Any changes in or under the permit and associated documents and compliance or
noncompliance with any formalities connected with the permit or the chanlea does not affect
Sumy. obliption under this bond.
DATED ON
r1ay 15,
, 19 92 .
HOKE DEPOT U.S.A., INC. r (SEAL)
(Priql ? of ~I) "
BY: ~h
(Sijiaturc )
'L.A. SMITH
(Print Name of Sii'llBtOry)
Title:
(Prine
(Siple 0) Ray nd J. Cronin, Attorney-in-Fact
\~~
__...... P\ft:wI ~,GIoIgIa.
1t1!Ml......... ~.... lAW lID, '18'
.0
~~.
Public, Cobb cou~ G8afDII
My CalhnllaalCltl ~I,.. J.,,~ 29. '"5
SENT BY:
,5-18-92
2:23PM
HOME DEPOT LEGAL~
408 379 2572:# 3/ 3
Am.rican Hom. ASlur.nee Com...ny
N.tionll Union Fir. 'nlUr.nct Com piny of,Plttlburlllh, PL
1'"",I".'lon<l O"I~. 70 rln.!:....', '-I.... "'o,~,"."', 1027Q
POWER OF ATTORNEV
JCNOW ALL MeN 8Y THESE PRESENTS:
No,
092579
ThaI AnlluiciI'\ Horn!! ^~sl.l'a"ce CompdllY, il New 'fork corooralion, .Inri Nalion.J Unio" ~irQ Inllolr.nc;e Company of PIttsburgh, Pa"
01 Pcnrljyl'fill1iill.:Urporiltlon, (loes t'ClCh herehy ilp/\Qint
---WIlliam U. GreentnRl. Edward L. Webster. Jr.. Eugene Oberdorfer. II. RRymDnd J.
Cronin; u[ Atlanta. Georg1a---
Its true and lawful Annrnt>Y(I),i",!=acI, wilh full ilUlhu,ily to eXfCute on ilS beh.lf bonds. undtrlllcini5, reeognizlnUI andOt".r
r:ontracts of indemnity IInd w,ili..ys obligatory in Ihll narure thl!'.of, issued in Ihe COllr. of ill bulin.11 , Ind to t)lnd the resDIIC':tive
comp.lny therllCV,
IN WllNlSS WHERFOF, Americ.tn Home Anullllce Company IncI National Union Fire InsurlnOI Company of Pilnburgh, P"
hll"e .ach ellcC\I(ed these pllraerm
....",-.
Mark E.
AU8u~t
.1QE.
-...-..-,_____."...---....,- ...
'--'--"'-'---'---
--
STATe OF NEW YOFlK l
COUNTY OF NEw YORI( r H,
On thll_. ~,___ tlay 01 _.._._-,~~,gY.,~,L__._, '9-2Q.,
b.fore ml came .11. ~ho,... ...'".d 0111..., of A",.,i~n 110m'
AUuf,nc:t Cn...OIl"'" ",..d ~31;O".' U"iQf'l Fi,.. I......'anc. Comp,n"
of P,nlbu.gfI, Plio. to .... pe...."olly ~1I.....,n '0 Delli. InOlyic1lll.ncl
oW"., dIIc,it.cI I\....ill, .l1lJ lEknOW'8ogelt rll.1 lie '''tUlId m.
.0.....;... '""""'Ill"" ."a Intoed In. sells of said coroora.iMI
1"-'110 by .ulhorlry 01 IIi. ollICI.
----..-k.._.....__....__..
;,;::>U'I "~'\J/' ": !;./
A, "" (\ NCI.'I' h.t..;c ',""'., d.. Nil... 't,...~
P , No, Ol.N')4.~'~;,:.f
Q...1l/;~J I" W.Il~~lolfl , ~',unr.,
--"-, J.... r-,',. ...., II. .I.. ..!.J..
-
CERTIFICATE
Excerpts of RI!Sl)lurions adopted b" the DOdrds of Directors of American Home Assura'lc:e Comp.ny and Nltionll Union Fir.
Insuranee Company of Pitl1burgh. Pi!, on May 18, lQ78~
"nt30L veo. lfIat "" Chei,man of rhl! Bn"'rl, ,,,. p,..idcl"l, 0' In,. "'in ""Ifdlfll De, 'lId ner.bv iI, l4.ltfto,j"d '0 IPPO;lIt ^'10,,,.,,.i,,'I'MiI 19
'co"rlllfll Inll IICI tor .nd 0" b,Il." n' ,1\.. Co",..."., to ...,...,. lNr.dI. l.lndeuninlll, rICOOltiZe"CI' .nd tu"" I!O""." o' Indl'mnity ...d _flings
Obligatory in Ihe nalUr. Ih.,."r, ....d 10.."",,11 th.,..o It,.. "...rllO'." itl' 01 1ft. CamPlny. ill I'" tt.l\IlIC'.ti.... of ;.. """~ busi,...., '
"HESOLVr;O. lh., 'fie ,ignllUrI. .nC! i111eslllrions nl ,u,,, oni..... .."d '''' ..,1011.1\11 CornDln., "'.y be ,ffiaed 10 any ..eh P_, ..f Atto,"OY 0' IV
."y ~1I1,;r;~ale relallnlll".,ero by 'IeS;",;18, ",,11 ."" luch po...., of AIIO'''." U' s:erUrlca,. tlI.'ng 1l.IC" '_lnIil. .Ign.".... ell.II",,". 11.1 .....11 to.
_.'Id ...... CllnGlnll upOn ,,,. CortIP,"y wtl.1I In "lti.." wi,,, '.'pecr '0 Iny bon". unClerllllUng. recClllnilln~ or otfl., <'OIIt,-.:, o' .net_nlt.,. ClI' _Ill'"
gblip,gry III ,Pl. nltvr, th."o';
"R&SOlVSO, tho. eny ...~h Allorne.,-in,t-ec, de/ive,ina. Ieere'.ri.1 ....,.i.iu..on th.t tII. fg''"IIul"8 '.lOlul'onluill e. in .'ftcl may In..rr III -veil
......III".';oft th" do... '''''..u( 11I1001111 10 be I'IOIII,.r IIlan I'"~ tI",. of d.'i.....,. 'h.reol by ...~h AnDfIll".,n-ftcl."
J, Maureen p, 'fully, S~(;'elary of American Homp. A"ulanc. ~omp;my and of National Union fire Insur,nee Company of
Pi'tsburg~. Pa, do hereby certify that IhG foregoing c"ce'pl~ uf Resolutions adOPted by the Roards of Directora of thet~ (;or~ra-
tlons, anti the po......" Df J\norne" iuu~u ~ul'$uant thereto, ale true anti r:orrlet, .nd that both the Ae.olutlo", and tl'le Powers of
A ltornC'y .re in full fUlce and effect, ,
IN WITNESS WHEREOF, IlIol\'C' he,c:untu let my haod and 41ffixed the far-simile sell of 8,oft corporllion
thiJ 5th -v of
May
_ 19_~_2,
"''"11.."" Ift,ee,
tf'AJ J d lJiJ ^"" C! ~ Ldtl. _
M....,.... P, Tully. "CJ'D'.~
REPUBLIC HOGG ROBINSON OF GEORGIA, INC.
4370 Georgetown Square 30338 · P. O. Box 76677 30358-1677
Atlanta, Georgia · (404) 455-1511 · FAX (404) 455-8953
Oberdorfer Insurance Associates
V I A
FED ERA L
E X PRE S S
Ri:(;iIV~&)
MAY 191992
May 15, 19 9 2 Public W orksJ Engineering
Ms. Michelle Quinney
City of Campbell
City Hall, Engineering Dept.
70 North First Street
Campbell, CA 95008
Re: Home Depot U.S.A., Inc.
Bond No. 092579
Dear Ms. Quinney:
Enclosed is the referenced bond for street improvements.
After reviewing the enclosed, should you have any questions
please do not hesitate to call.
Si~uI~
Elaine S. Hunt, CPIW
Assistant Account Executive
/esh
enclosure
eIT. Of CA/4lBEll, CITY ENGINEER'S a:NSTJU:TIt I*TE
Ad:tess /1/ /) / j {'c/,: d' /D/'/ /( 0
/
.).
PERMIT NJ. 1"/
1:1(
9.rface Ccnstru::ti(Jl
Clearirg & Gntbirg
Sa<<:ut Cm;rete
Cm;rete REllDVal
Qri) & ClJtter REllDVal
lUlp 9.m EstillBte
.2.( IF Gl *$4.50
/:;; '7 C)O SF Gl *$3.50
500 IF Gl *$5.50
Inlot Drain with Pipe
Q.rb & G.Jtter 7c)
Siclewalk( ~ 0 '-1/11/1 -; E I 31 3 0 0
Driveway ~~. (" <.. (',.1' I.' 100,:.)
Htrdi~ Rarp
Extru:led Qri)
Barricade
Street Excavati(Jl
N;PlIII8IB1t
Adjust Mailole to Grade
Adjust Hardlole to Grade
Malna'lt Box W/MCrUlB1t
Street Tree C 15-gall(Jl)
PlIII8IB1t Stripirg C$100nin)
PlIII8IB1t legerds ($100nin)
Step, Street Nane other Si!1l
PlIII8IB1t Marker
Pavarent Key CUt
/,{.1[ .;d~,"; f';"
EAOl S6OO.oo
IF Gl $16.00
SF Gl $4~ ':5,(_' )
SF Gl $6.00
EAGl $475.00
EAGl 10.00
IF Gl $60.00
/;' hcJ ,i .'
SF x (SO.12) x ( I ,~ ")
~
;2 I. /~) SF x (0.35) x ( IVz- ")
I
EAGl S425 .00
s:-- EAGl S325 .00
2- EAQl $700.00
EAGl S350.oo
/ Lj2.-0 IF Gl $ .75
,
I 2..-, EAGl $SO.oo
_...~ $140.00
~:::.. EAGl
_:::::- EAGl $17.00
(-' (!" l' 'I t~.-.._~, c
, I
/ Z- ,) ,) IF Gl $10.00
j/'> "''''' h .... ,,' ",..
~/...J...!,.J..CJ X,.<.-O)Xi,,-
~ C; "") r, ~:+ '0'"
1 L' ,-"._~. - ',_- .."
9.rface Slbtotal 'IS"
Adjust for size: 'IS" > $1oo,CXXl,Slbtract 10%
/ ,'_ -? r/J 0 '5T
?-- ~I /" (-,' , ,.. i ./ ~.. >
~l J If"
Street Lidltil'll
Electrolier
Ca'dJi t
ea-d.a::tor, pli r
Pull Box
EA 01 S22OO. 00
IF 01 $10.00
IF Gl $2.00
EA Gl $200.00
Storm Drainage
12- or 15" RCP
J"_
IF Gl $70.00
L- IF Gl $00.00
-'
I EAGl $1750.00
l EAGl S25OO.oo
18" or 21" RCP
Street Inlet
Mailole
Break & Enter Mailole
vi- a 1/ {} /,~ Ie ;- f.)
ct.(;-/,\''(.7F
EA Gl $750.00
I e:/. .~,; 4 ') 0
~ 5_5 ':;Q " /- f.' I ^, '.'j $
TOTAl-ESTIMATt .,-:, ",L (/ ~
/ l_F
"
date --:)- /! / 2
=$
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=$~'." " ;, ,.C
= $ - : ',.., I; '/. I ()
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400 . ['')
1,'7 .s-~ J. C J
,
Z. 5'oO.c 0
q('.. '1,
F':> ..> "" - ~
revised 3m
F: ccn::ost
$
USE FCR OCH)
.;/~
~'3 7 O;J(), IJi)
/
'::'/ /' ,.-,
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/
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--
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IV1 'j,
CITY Cf rJl.MlBELL, CITY ENGINEER'S ~STRI.J:'T1a
./ ,"
Ad::ress ~~I ,L-'1' ') .." ",> f ' .., l'
l*TE PERMIT I(). /d _J
'," ,.#"
1:7( -{.-. ,", '
.-T-;J r / <r' .___::- /-l 1'_ ;(//oY'/ i/-:::.
: ,'11.._'"
!U'face ea-stru;tial
./ / PI -"--/ ./ <..
Clearirg & GnJ:birg
Scw:ut Cax:rete
Cax:rete REllD\lal
cab & QJtter REllD\lal
Inlot Drain with Pipe
cab & QJtter
Sidel.9lk
Dri \IeloBY Af:proac:h
Ha-di~ Rarp
Extru:led cab
Barricade
Street Excavatial
PI:. PlI\IelEI1t
AdjlBt Ml:rI1ole to Grade
AdjlBt Ha'd1ole to Grade
Mcn.I1Ent Box W/Mal..IlEnt
Street Tree (15-gallal)
PlI\IelEI1t Stripirg ($100nin)
Pa,18JB'lt Legerd; ($1 OOni n)
Step, Street Nale other Si9'l
PlI\IelEI1t Ma;-ker
PlI\IelEI1t Key a.rt:
LUIp SJn EstillBte
:;:... (I LF Cil *$4.50
J'z.~-:9 SF Cil *$3.50
r ,
2SS- LF iil *S5 .50
EAiil S6OO.00
-7 <:"' r-'" LF iil $16.00
?---,~
70 S) I $4.50
--,DCl SFCil
/ S-USF iil $6.00
"-j-=-'
EACil $475.00
EACil 10.00
LF iil $60.00
L,'-/,.-,., SF x ($0.12) x ( ."L- ")
.......J".' "'V
[ 1(' SF x (0.35) x ( 17- ")
-'
EAiil S425 .00
EAiil S325 .00
EAlil $700.00
7 EAiil l35O.oo
5 -r.~" (; l LF Cil $ .75
Ita EAiil $50.00
L/ EAiil $140.00
EAiil $17.00
LF iil $10.00
AdjlBt for size: liS" > $100,lXXl,Slbtract 10X
!U'face 9.btotal liS"
Street Li~til'll
Electrol ier (L j? ": ! 0" ,",
CadJi t
Carl..ctor, pai r
Pull Box
Stann Drai I'1lQe
12. or 15" RCP
18" or 21" RCP
Street Inlet
Mlrhole
Break & Enter Mlrhole
{:/O' .._;;_ I"l 'J ~:~. t ;\(' . L. 1'';'. ,4P
revised 3/W.
F:an:ost
5> EA iil $Z2OO.oo
tl q Z- LF iil
,J'? 'z-
,
/./ EA Cil $200.00
$10.00
LF iil $2.00
LF iil $70.00
72- LF iil $00.00
! EAiil $1750.00
I EACil S25OO.00
,
I EAiil $750.00
J ,:- / Gr~ I.? 560, ('
TOTAL ESTI*TE $
USE FeR IDD $
d1te
~/
" .....
/ < -
-..)
.3560,0 '}
/03,00
1//37&',0,'
I ~o- c.',/
f'/ ..:--' . ..":
=$
=$
=$
=$
=$
=$ ,.(..!~o8o.()O
=$ /77"78,0 1
= $ '~ .FIe; z - C',)
=$
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/ 7 ~ f...../, ,-.-
'/~..-:..).:)
c:- .) ,:). :~
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=$
=$
=$
=$
=$
~~, O~), (J i)
q,CJZo.o,)
'78 ii' _ C't..
B co. C'
= $
= $
=$
= $
= $
= $
7f ~ b() " "
I -'. .
/."1 SO, c'i
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,
"") SO, ,) . 1
:; ,':U, .:;! 1
'1
MRY 05 '92 14:37 BKF REDWOOD CITY
P.2/3
Page: 1
ENGINEER'S COST ESTIMATE MAY 5. 1992 BRIAN ICANGAS FOULK
ROADWAY IMPROVEMENTS AND TRAFFIC SIGNAL Job No.: 910269-10 540 Price Avenue
SYSTEM ON E. IWULTON AVE. AllD AUIARIDA DR. Redwood Ci ty I CA 94063
HOME DEPOT (CAMPBELL)
........-----.........------.......----...........----..........-----..........------.........----..
ITEM QUANT !TY DESCRIPTION UIIlT PRICS AMClUNT
....---------.......------........-------........-----.........---------......-------..........----.
1 Lot Demolition and Removal L~ Sun 3,000.00
2 Lot Mclbili;zation LUI1p Sun 3,000.00
3 Lot Traffic Control L~ Sun 15,000.00
4 Lot Traffic Controller Assembly Unit L~ Sun 17,000.00
5 Lot Type III-AF Service Enclosure Assembly Unit L~ Sum 2,200.00
6 22 EA Circular Vehicle Loop Detector 335.00 7,370.00
7 SEA Circular Vehicle Loop Detector (QuadruLoop/ 360.00 ',800.00
Bicycle Loop)
8 1270 LF PVC Conduit (Underground) 20.00 25,400.00
9 10 EA 3-Seetion, 12.Inch Vehiele Signal Head -, 600.00 6,00Q.00
Nlth Back Plates
10 4EA 3-Seetion, 12-1nch Vehicle Signal Head . , 800.00 3,200.00
with Left Arrow and Ba~k Plates
11 4 EA Pedestrian signal (Type "1.11) 420.00 1,680.00
12 4 EA Pedestrian Push Button with' Sign 160.00 640.00
13 , EA Caltrans Type 29A-5-70 Steel Signal 3,200.00 3.200.00
Standard with 15-Foot steel Luminaire
Arll, 55-Foot Steel Signal Arm and -MAS"
Mast Arm Signal Mounting and Concrete
Foundation
" 1 EA Caltrans Type 29-5-70 Steel Signal 3,200.00 3,200.00
Standard with 15-Foot Steel Luminaire
Arm, 50-Foot Steel Signal Arm and "MASlI
Mast Arm Signal Mounting and Concrete
Foundation
15 2 fA Caltrans Type 15 Steel Lighting 1,700.00 3,400.00
Standard with 12-Foot Steel Lumina;re
Arm and Concrete Foundation
16 2 EA Caltrans Type 1-B Steel signal Standard 920.00 1.840.00
and Concrete Foundation
17 4 fA 250 W HPS Luminaire Assemblies 360.00 1,440.00
18 6 EA #6 Concrete Pull Box with Lid 220.00 1,320.00
19 9 fA IS Concrete Pull Box with Lid 190.00 1.710.00
20 2 EA Type I Pedestrian Barricade 200.00 400.00
21 8 EA Mew Roadway Sign 80.00 640.00
22 7 EA New Roadway Sign with Perforated Box 165.00 1,155.00
Tubing Sign Post
2'3 2 fA RenJVe and Salvage Existing Slsn and Post 85.00 170.00
24 1 EA Remove and Relocate Existing Sign and Post 100.00 100.00
25 200 LF 4-lnch Painted Striping (two coat) with 0.60 120.00
Glass Beads
26 480 LF a-Inch Thermoplastic Striping 1.75 840.00
Date: 05/05/92
MRY 05 '92 14:37 BKF REDWOOD CITY
P.3/3
Page: 2
ENGINEER'S COST ESTIMATE
ROADWAY IMPROVE"ENTS AND TRAFFIC SIGNAL
STSTE" 011 E. HAMILTON AVE. AND ALMAltrDA DR.'
HOME DEPOT (CAMPBELL)
MAY 5, 1992
Job No.: 910269-10
BR I AN KANGAS FClILIC
540 Price Avenue
Redwood City, CA 94063
.........a__.____...............__.____................._____________................_________......
ITEM QUANTITY DESCRIPTION UHIT PRICE AMClJNT
____e...................________............_____________..............._..._____________...........
27 310 LF 1Z.1neh Thermoplastic Striping 3.50 1,085.00
28 292 Sf Thermoplastic Pavement Legends 3.50 1.022.00
29 18 EA Reflective Pavement Marker (one. way) 1,.50 81.00
30 18 EA Reflective Pavement Marker (two-way) 5.00 90.00 /1 .
J1 68 fA Chatt.... Bar.. _.~._-~..._.---.._,_._.--- 29.96 WlO. 00 -'-'~~
32 640 Lf Stub Curb 15.00 9.600.00 -=::~"==----~
33 7000 SF Pevement Grinding Area 1.00 7,000.00 ~C
34 845 SF Bamanite Concrete (including base preperation) 6.00 5,070.00
35 120 SF Replace Planter Area with Existing 2.00 240.00
Ground Covering
36 EA Relocate Survey Monument 500.00 500.00
37 Lot Survey MonUllent L~ Sun 1,000.00
38 Lot Demobf l ilation L~ Sun 3,000.00
39 Lot Bonds L~ Sun 2,500.00
.....--..........--..--...............---.---...................-.------------...................---
TOTAL AMOUNT OF IMPROVEMeNTS
5137,973.00
~
10X CONTI NGiNCY
l~,~
13,797.30
_.-.-..-......._.~----_.-..-..-....-...._._.__._--------_..._............_...._~._---------_.-..__..
TOTAL COST OF IMPROVEMENTS
5151,770.30
---------....................------------.............----------------.......................-------
CAMPBELL HOME DEf.-v ( - WOONERF SYSTEM QUANTITIES
APRIL 3, 1992
1. DEMOLITION
A. RAISED GRADE SECTION
1. Remove existing AC paving (approx. 4" thick) 11,600 SF v
2. Remove existing curb and gutter 500 LF "
3. Remove existing sidewalk 100 LF.
B. EXISTING GRADE SECTION
1. Remove existing AC for "crosswalk" installation 3,800 SF \
2. Excavate for planter areas 1,000 SF d
2. GRADING AND PAVING
A. RAISED GRADE SECTION ,..
1. Subgrade preparation (including scarification) 11,600 SF \/
2. Additional 2" Class II AB 10,500 SF"".'
3. Bomanite concrete (reinforced) (approx. 8" thick) 10,500 SF 1/
4. Install 6" vertical curb 70 LFv
5. Conform to existing street 150 LF
B. EXISTING GRADE SECTION
1. Grind pavement edges for overlay 1,200 LF l.-
2. 1-1/2" AC overlay 27,100 SFv
3. Scarify base for" crosswalk" installation 3,800 SF V
4. Bomanite concrete (reinforced) (approx. 8" thick) 2,800 SF
5. Concrete ramps at "crosswalks" (5' wide) 1,000 SF
3. UTILITIES
A. RAISED GRADE SECTION
1. Inslall storm drain inlet
2. Connect inlet to ex.18" SD (approx.5')
3. Raise ex. CB to grade
4. Raise ex. MH to grade
5. Raise ex. valves / cleanouts to grade
6. Protect ex. fire hydrant
7. Protect ex. power poles and electroliers
8. Clean and televise ex. SD and SS
(prior to Bomanite placement)
1 EA \/
1 EA~
1 EA \.
2 EAv
2EAv"
1 EA
5 EA
500 LF /
B. EXISTING GRADE SECTION
1. Protect ex. utilities - no installation of new
4. SIGNING AND STRIPING
A. RAISED GRADE SECTION
1. Install STOP signs / pavement lettering
2. Parking bay striping
3 EA ,/
220 LF
B. EXISTING GRADE SECTION
1. Parking bay striping
1,200 LF ~
Q31XCLI.WR1
5. LANDSCAPING
A. RAISED GRADE SECTION
1. Restore ex. disturbed landscaping
2. Additional landscaping areas
5,700 SF
1,100 SF
B. EXISTING GRADE SECTION
1. Additional landscaping areas
700 SF
NOTES: Landscape costs may vary based on landscape architect/contractor input.
Existing utilities to be protected or modified are per City record drawings
Q32XCLI.WR1
Ref. No. tlz -II..J'
TELEPHONE CALL RECORD
DATE
~/-21-- 92
C PLACED CALL
D~ECiIVED CALL
"'7 '.2 .r::;:; /
TIME ~, --'0 r~ #/ .
PROJECT Pt////E -L<EPbJT- ~t)NG/2/--
,
he ~ k: I AI ~ OF C of"C SPOKE WITH J F .4 A/,/</ E ~ J/ E ~ / rs
NAME
OF BAeJ rJl2GA C~J1/c/2GrG"'
/ COMPANY
(.s%~~~/-06Z0
TELEPHONE NO.
ITEM DISCUSSED/.\CTION REQUIRED -f2IF ~ A e-L G-6 7(') ,)4 C/ J/Y'E ~Jt'1~~L/)
/'
~AK~ C/P...::l 5/14/'1~Lc 5: ....5d wG COo~/J S~tE rA'E
, .
AC/-VAL COLCJ/C'S /// C~r4.P/A/A7/tOA/ ~A//) ;:36
~.//? ~ --r-fti H/ /; W//,cJT /~~ t/t/,a/1/ r: / Toc./!) hl6~
')-:;::; /-1;- UJc (./ (. ,,[) I;'--~ 4/-}-j~t...":;c /// ;Tc::;./) ~ ~c ~;:/r',,( <-? 5"
-.:5:.-l/,<", ~./ L . L-) ~h ~ .D;Ll (
(,a L t_ IA/./-/~-# T~,/C. V A-/e~ 12~..c;I)(.I.
- /
/ ,IS ~ I< ~I'~e
DISTRIBUTION: ,/~. '1",; . y ~
CONTINUED :
eYES
}/t-NO
CITY OF CAMPBEll
70 NORTH FIRST STREET
CAMPBELL, CALIFORNIA 95008
(408) 866-2100
FAX # (408) 379-2572
WIMBERLY
HELMS
BOLLIER
OUCKWDR l;~-
LAN 2 0
HANOLlNG
Department: Public Works
/,
J~'
April 22, 1992
Mike O'Donnell
Brian Kangas Foulk
540 Price Avenue
Redwood City, CA 94063
Dear Mike:
Here is the Woonerf information I gave to Adrian early last week:
Imprinted Bomanite: English Slate sidewalk (18"X 16" & l8"X 22")
colored Walnut with Slate Grey and Tile Red secondary colors for
roadway area, and Beige Cream with Slate Grey and Russet secondary
colors for the crosswalks. This color is also appropriate as striping
for the parking stalls.
Landscaping: Install irrigation, and plant drought tolerant ground
cover only. Suggestions include Dwarf India Hawthorne and Escalonia
and/or Lantana. It is suggested, however, that designer check site
and make sure proposed plant materials tie in with the existing
landscaping.
Lightin~: Install three pedestrian light standards. I have enclosed
details for the proposed lights.
Other: Avoid having the Woonerf appear as a public park. (No benches,
trash containers etc.)
As I discussed with you in our phone conversation this morning, the City
needs an architectural rendering of the woonerf as soon as we have the
plans reasonably complete. This rendering will be used at a public
meeting of citizens from the Almarida/David neighborhood. This meeting
must be held before we can finalize the encroachment permit.
The City will also require approved Landscape and Irrigation plans showing
all off-site landscape and irrigation. This can be a sheet, showing off"-
site work only included in the signed off-site improvement plans, or the
full set of landscape and irrigation plans submitted separately. If you
decide to submit off-site only they will have to match the on-site plans.
In either case, all. surface facilities such as water meters, valves, etc.
must be shown on t;he off.,.sit;e.improvement plans.
CITY OF CAi\.t1BEll
Mr. Mike O'Donnell
Brian Kangas Foulk
Page 2
If you have any questions I can be reached at (408) 866-2166.
Sincerely,
-/J 4 \
L(~Kin::;
Engr. Tech. II
DK:djr
cc: Jim Lyon, Real Estate Manager
Home Depot
601 S. P1acentia
Fullerton, Ca 92631
Marty Woodworth, RDA
f:HomDep1
bgB.f;.f;M.f;!fT
'!HIS AGREEMENr (identified as No. NC 191 ) made am. entered
into this day of , 19_, by am
l::letween HCJ.!E DEPOI' U.S.A. ,Inc. am. CAMPBElL UNIC'.N SCH:X)L
DIS'lRICl' OF SANrA C1ARA CXXJNIY am CAMPBEU. UNIctt SCHX>L
DIS'IRIcr hereinafter referred to as "owner," am. the CITY OF
CAMPBEU., a mmicipal oorporatioo of the Colmty of Santa Clara,
state of California, hereinafter referred to as "City."
~, 00 November 25, 1991 City granted oon:titional
approval of GP91-02/ZC91-Q1jPD91-01 for that certain real
property described in Exhibit "A" attached am. incorporated as
though fully set forth herein, am \.OUWllfJJuy known as 480
Hamilton Avenue, which property is hereinafter referred to as
"said real property";
WHEREAS, compliance with the t:errrs am c::xn:li tions of this
agI:eenett are c::orxtitions to the ~ of aOOve described
developnent;
NCM, 'IHEREFORE, m CXlNSIDERATION OF '!HE AOOVE-MENrIONED
APPROVAL, am satisfaction of the cx:n:litions to that approval,
( 1) OWner shall provide, construct am/or install at
his own proper cost am. expense, street improvements as
required in comi tion No. 16 of said approval of
GP91-Q2/ZC91-Q1jPD91-Q1 am. as described in sectioo 11.24.040
of the City Code within 12 ncnths fram the date when owners or
their Sl~rs are ootified to do so by the City ~ineer.
( 2) It is expressly understood am agreed to that if
OWner shall fail to complete the work required by this
Agreement within the 12 lIDI1th period, the City, after giving
ten (10) days written ootice thereof to CMner, or his
successors, may construct am./or install said iIDprovements am.
reo:JVer the full cost am. expense thereof fran owner, or his
SllCCeSSOrs .
(3) owner, or his successors, shall cause to be prepared
at his cost ani expense improvement plans for the caJ::jLuJc-
tion am/or installation of said improvements prior to such
oonstructioo or installation. Said plans shall be prepared by
a civil engineer registered by the state of Califmnia ani
subnitted to the City ~ for exami.natioo am approval.
All of said ilnprovem:mts shall be constructed am/or
installed in acxx>rdance with these plans cqp:oved by the City
Engineer am shall be made uOOer the supervision am inspection
1
and to the satisfaction of the City FnJineer. said
oonstruction and/or installation shall be in acxx>rdance with
the existing ordinances and resolutions of the City of Canp:lell
and to all plans, specifications, starxiards, sizes, lines and
grades awroved 'at the City En;Jineer, am all state am County
statutes awlicable thereto. Upon cxt1pletion am ac:x:Eptarx::e of
the ~ements 'at City, owner, or his S\1CCe6SOI"S, shall
provide reproducible as-l:uilt plans to the City EnJineer.
( 4 ) '!he oonstruction work of the ilIIprovements embrac:a:i 'at
this agreement shall be done in acxx>rdance with the specifica-
tions of the City of CaItqiJeII am Sanitation District No. 4 of
Santa Clara County, where i..mi.ca.ted.
( 5) Prior to approval of the plans 'at the City FnJineer
rursuant to Section (3) of this Agreement, owner, or his
successors, shall pay to the City for examination of
improvement plans, field inspection of oonstruction of OR 1 (..: c-J-
~ements and all necessary expenses irnlrred 'at City in r
cxmnecti.on with said ilIIprovements, a sum in the
percent of the first h1..1rlired thousarrl, nine of the
next three hurmed thousarrl am seven the remaining
estimated cost of the ilIIprovements.
( 6 ) owner, or his streeSSOrS, shall file with City, prior
to beginni.rg canstruction, surety acceptable to the City in the
aI'IDUl'lt of SEVEN HtJNI:mD l".J..1".L~ 'IHXJSAND OOUARS ($715,000.00)
to insure full and faithful perfO:rmaI'X::e of the oonstruction of
all the aim erE 1ti.a1ed i.mprovaIent work, exclu:ii..n:J sani t:al:y
sewers and water distrib.ttion system. said surety shall
guarantee that owner, and his suooeesors, will correct any
defects which may a~ in said i.mprovaIent work within one
(1) year fran the date of ac:x:Eptarx::e of the work 'at City and
pay for any damage to other work result.inJ fran the
oonstruction thereof, as well as pay the cost of all labor am
materials involved. 'l11i.s surety shall remain in effect tmtil
one (1) year after date of final ac:x:Eptarx::e of said
~ements 'at City. said surety a1tDlIllt may be nrluced 'at the
City En;Jineer after the date of final ac:x:Eptarx::e to not less
than twenty-five (25) percent of its full value.
(7) Upon final release of said surety 'at City, the
obligations of OWner, am his successors, contained in this
Agreement shall be considered null am void.
(8) When called up:>n by city to do so, owner, or his
Sl~SOrs, will execute a petition for the formatial of any
special assessnent district created p.JrSUant to any special
as.~~nt act as provided in the streets and Highways Cede of
the State of Califonria created for the pn:-pase of constructing
am/or installing any or all of said ilIIprovements.
2
(9) ONner, or his successors, shall participate in and
becane a part of any special as~~11t district as descrilB:l
in paragraIil (8) of this Agreement.
It is expressly umerstcxxi that any obligations of OWner,
or his successors, contained in this Agreement that are
accanplished to the satisfaction of said City En}i.neer by said
special as.~~ district shall be oonsidered null am void.
(10) CMner, or his S'!~c;ors, shall make Sldl deposits
or file such J:xnjs and enter into such agreeIIEnt as requi.rEn by
Sanitatioo District No. 4 of santa Clara county to insure the
installation of a sanitary sewage system to serve said real
property, am OWner, or his successors, shall file with City,
upon execution of this Agreement, a letter fran said Sanitation
District No. 4 stating that OWner, or his suooessors, have made
such deposits or filed such bords and entered into such
agreements .
( 11) OWner, or his his successors, shall pay to Pacific Gas
and Electric t'hnq:lany any and all fees required for installation
of underground wiri.n;J circuit to all electroliers within said
real property when OWner, or his ~rs, is rx>ti.fied by
either the City Engineer or the Pacific Gas am Electric
CCI'IIpany that said fees are due am payable. OWner's, am his
successors', obligations 1.Jnjer this section shall not be
relieved by delay or the passage of time, l:ut shall remain
birxling imefinitely am forever.
(12) OWner, or his ~, shall make such deposits
or file such ooIDs and enter into such agreement as requi.rEn by
san Jose Water ~ when called upon to do so to insure the
installation of a water distritution system to serve said real
property, incll.JdiIq fire hydrant. OWner's, am. his
SUCCE's:sors', obligations 1.Jnjer this sectioo shall not be
relieved by delay or the passage of time, l:ut shall bini OWner
and successors imefini tely and forever.
(13) Nrj ea~ and right of way within or without said
real property necessary for the cx.mpletioo of the improvements
shcMn upon aforesaid iJ1provement plans shall be ac:qui.red by
OWner, or his Sl)n.~s~ors, at his own cost and expense. It is
provided, however, that in the event eminent dnrn;::t; Tl pt~
are requi.rEn for the p.n:-pose of securirg said ea~nt and
right of way, CMner, or his successors, shall deposit or cause
to be deposi ted with City a st.nn ooveri.n;J the reasonable market
value of the lam pl.opclbed to be taken am to be included in
said sum shall be a reasonable allowance for severance damages,
if any. It is further provided that in addition thereto such
sums as may be requi.rEn for legal fees and costs, engineeri.n;J
3
and other incidental costs shall be deposited with the City.
(14) owner, or his Sl)CCeSSOI'S, shall carry out arrj am
all negotiations with all interested parties and shall perform
or cause to be performed at his own cost am expense am to the
satisfaction of the City Ergineer any and all work rEqUired to
abanjon, I'e!tDVe, raise, lower, relocate am otherwise DDiify
irrigation line or lines within the botn'Uu:y of said real
property .
(15) 'Ib the fullest extent permitted by law, ~, and
his sucoesso:rs, shall iniemnify, defeni and mId the City of
CaItp::le11, and its agents, employees, atton1eys, officers,
officials and assignees hannless fran any and all claims,
damages, losses and expenses, includi.rg, bJt not limited to,
atto:rneys' fees, arising out of, or resul tin;; fran any
negligent or intentional act or anission (i.ncludi.rg m:iscxniuct)
of said ~, or his SI~~, or any subaotlU-ctCtor, or
anyone directly or imi.rect1.y employed by him, or anyone for
whose acts any of them may be liable in the course of
performance of the Agreement.
'!he O"mer, and his suocessors, shall also i.roemnify, defend
and mId the City of CAli'll ell, and its agents, atton1eys,
employees, officers, officials, and assignees hannless against
and fran any and all claims, dema1'x!s, liabilities, losses,
lawsuits, judgments, damages, costs and expenses (includirg,
bJt not limited to, atton1eys' fees and court costs, whether
incurred at trial, appellate or administrative levels) which
the City of Cm~ll may incur or suffer, or to which the City
of ~l may be subjected resultir'g fran the failure of
~, or his SI~'3OrS, or his agents, ElIIployees,
sub:ontractors, or anyone perfOI"Jtlin:J services urxier him, to
fulfill any of the ct>ligations ;~ un:fer this Agreement.
(16) It is acknowled:}ed that the provisions of this
Agreement ocnstitute covenants for the iDprovement of the
subject real property for the rcutual benefit of ~'s
property, \.."YIlallJ!llY krx::Mn as 480 Hamiltal Avenue, and the City's
property, oanm:mly described as Hamilton Avenue and ~l~
Avenue where it adjoins ~'s property. 'l11ese covenants
shall be oonsidered to affect rights in the above-described
real properties, and shall be bi.ming a1 the heirs, assigns,
suocessors, and grantees of ~ to said real property.
(17) Nothirg cxmtained herein shall be CDJ:::tuued to transfer
any unvest.ed interests in real or persalal property for
p.n-pc:ses of the role against perpetuities.
(18) In the event that ~, or his successors, should
breach any of the terms, oarxtitialS, or covenants of this
4
Agreement, the City shall be entitled to recx:wer, in addition
to any other relief available in law or EqUity, all CXJSts
incurred in att:empt:.inJ to obtain enforceme11t of the Agreement,
or u....q-usaticn for such breadl.. '1hese CXJSts shall include
reasonable att:onleys' fees an:i oourt CXJSts.
(19) '!his is the entire AgJ:eement between the p:lrties, an:i
there are no representations, agreements, ~ements or
~ that are JDt fully expressed herein.
( 20) '!his Agreement can be executed in 00lUlterparts by the
parties hereto, an:i as so executed shall OCI'lSist of one
agreement, birx:iin;J on all the parties.
IN WI'INESS ~F, said City has caused its name to be
affixed by its Mayor an:i City Clerk, who are duly authorized by
resolution of the City camcil, an:i said OWner has caused his
name to be affixed the day an:i year first above written.
APPROVED AS '10 FCEM:
Cl'IY OF CAMPBELL
William R. Seligmann,
City Attorney
D:mald R. Burr, Mayor
Ba.rtara Olsasky, City Clerk
CHmR: CampJell Union
SChool District
Heme Depot U.S.A. ,Inc.
<:anpJe11 Union SChool District of Santa Clara
5
EXHIBIT "A"
All that certain real property situate in the City of (}'till{. €' 11, County of
Santa Clara, state of California described as follows:
Parcel One:
All of Parcels 1 an:i 2 as shown on a Parcel Map rec:orded October 9, 1979
in Book 450 of Map:;, page 46 Records of santa Clara oamty.
Parcel 'IWo:
All of Parcel 2 as said parcel is shown upon that certain Parcel Map filed
for record in the office of the Recorder of the County of santa Clara,
state of California, on April 29, 1974 in Book 339 of Maps, at page 2.
Parcel 'l11ree:
Parcel "A" as shown upon that certain Map filed for record in the office
of the Recorder of the County of santa Clara, state of California on
January 24, 1973 in Book 315 of Map:;, at page 34.
6
MEMORANDUM
-'
To:
From:
Subject:
~Of(A"'J>6'^,
~ ,-
l... ' r
0.......
* . .':' .' *
n ' ..
" -
~ <
...o<9f' ,O"l
(I (p.\\
CITY OF CAMPBELL
Marty Woodworth
Redevelopment Manager
Michelle Quinney ~
Senior Civil Engineer
Date:
April 17, 1992
HOME DEPOT - CONDITIONS OF APPROVAL
WIMBERLY DUCKWORrH-
HElMS LANZO
BOLUER1 P HANDLING
KRUGER V RETURN TO
- ~lttNN tv - - - rrttt - - - -
--------------------------------------
The following is a list of items that need to be accomplished to
the satisfaction of the Public Works Engineering Division prior
to: 1) Home Depot pulling their building permits; 2) prior to
issuance of an encroachment permit for work within the public
right-of-way; and 3) prior to release for occupancy.
Outstandinq Public Works/Enqineerinq Division requirements needed
to be satisfied prior to obtainina a buildina permit:
.J
-Complete revisions as required to the grading and drainage plan
(condition 15). A grading and drainage plan approved by both the
Planning and Public Works Department is required. Comments on
the current grading and drainage plan will be ready to be picked
up by the Engineer (Brian Kangas Foulk) from Public Works on
Friday, April 24.
JPost surety for faithful performance in the amount of 100% of
he Engineer's Estimate. Engineer's Estimate has not been
, completed yet. Brian Kangus Foulk will be sending another copy
of their engineer's estimate for the signal work to Don King for
our review. Once this is received and reviewed, a final estimate
lill be compiled by Public Works/Engineering.
-Post cash deposit. (Amount depends on Engineer's estimate)
J -Pay plan check and inspection fee. (Amount depends on
. Engineer's estimate)
.j -Pay storm drain area fee of $21,757.
-Provide plat and description of area along Hamilton for
dedication to the City, and preliminary title report for school
site. City will prepare dedication agreements after plat and
description have been delievered and reviewed. Preliminary title
report is necessary to determine how title is held and who should
sign the dedication agreements. Once the agreements are
prepared, the developer will need to have them signed and
notarized by the current property owner and returned to us for
acceptance.
j
/
I
n
-Return signed and notarized copy of the street improvement
agreement. Street improvement agreements will be prepared and
available for signature by April 24, 1992.
Outstandina Public Works/Enaineerina Division reauirements needed
to be satisfied prior to obtainina the encroachment permit to do
work within the public riaht-of-way:
-Provide one complete set of encroachment permit plans containing
all sheets that show work within the public riaht-of-way. This
set is to include the signal plans, the woonerf plans, the
frontage improvements, any and all landscaping and irrigation
plans that show work within the public right-of-way. The
engineer is to coordinate these plans and assure that the plans
are consistent.
-Provide an architectural rendering of the woonerf. This drawing
will be used for a presentation by Public Works staff to the
community. This rendering must be provided, reviewed and
approved by the community prior to release of the encroachement
permit.
-Provide worker's compensation information and contractor's
information necessary for permit.
-Provide City with certificate of insurance with additional
insured endorsement as required for permit.
-Complete revisions to improvement plans as required by City
Engineer.
Outstandina Public Works/Enaineerina Division reauirements needed
to be satisfied prior to release of occupancy:
-Final acceptance of public improvements.
-Maintenance surety posted.
-File and process a tentative and final map combining the Salmar
parcels.
MQ:DEVLPMENT\PD9l0lA
'-J tWl -
) ({:'1v(Nd ~
~ftl~ ~ &A~~ pl~
10 1)6\\ ~ s
~~ C~~ )'M
--rtv)~ ;Ned 10 ~ bcu* 10 %t
CN5~ l-ftwv+ 1r u r'v~slO".r. It 'fiu..
{tJvt<L)l'~ J~ ~{ (r;M~) plea~
~ lAv~ 5a.Q (~ .L;A A O'vd ,- D
~V.~~ 1 erina Division requirements needed
'YN. ciJ1ad.A~~, dAuu~ ~I.Q.. ~ ina a buildinq permit:
~r(('1V'fd , l f VlifI- - OlUWe ~ fv/v1 J- to the .
V ~ grad1ng and drainage plan
-to +tv C~.u ~ f'\.e\Jt<;l~~ ~1k drainage plan approved by both the
~ tment is required. Comments on
)\~'u:. i\CAJo1 L~k~ Uuv" tb J-<:, e plan will be ready to be picked
~~~ ~l UV rls Foulk) from Public Works on
ttpp (LfVf & ~.w.t,.- lvC <; t-Jt wA ~ ~ J 4
I U - '-t"kc. 1L~'\.1!C vWl"L..i ' VLdJ
-Post surety Ior Ia1~nIUi ~~LLUrmance in the amount of 100% of
the Engineer's Estimate. Engineer's Estimate has not been
completed yet. Brian Kangus Foulk will be sending another copy
of their engineer's estimate for the signal work to Don King for
our review. Once this is received and reviewed, a final estimate
will be compiled by Public Works/Engineering.
{)A.Qk - (5Y\..
NJ~ S UN '~
CITY OF CAMPBELL
Date:
April 17, 1992
APPROVAL
WIMBERLY DUCKWORTH.
HElMS LAN Z 0
BOLUER ~ f> HANDLING
KRUGER U RETURN TO
- fJtttt'mty-- - ittt - -- ,-
s that need to be accomplished to
Works Engineering Division prior
r building permits; 2) prior to
mit for work within the public
elease for occupancy.
-Post cash deposit. (Amount depends on Engineer's estimate)
-Pay plan check and inspection fee. (Amount depends on
Engineer's estimate)
-Pay storm drain area fee of $21,757.
-Provide plat and description of area along Hamilton for
dedication to the City, and preliminary title report for school
site. City will prepare dedication agreements after plat and
description have been delievered and reviewed. Preliminary title
report is necessary to determine how title is held and who should
sign the dedication agreements. Once the agreements are
prepared, the developer will need to have them signed and
notarized by the current property owner and returned to us for
acceptance.
CITY OF CAMPBELL
DEPARTMENT OF PUBLIC WORKS
CONTRACT DOCUMENTS FOR
CONSTRUCTION OF
PROJECT L-~, HAMILTON AVENUE - ALMARIDA DRIVE IMPROVEMENTS
INCLUDING
NOTICE TO CONTRACTORS
SPECIAL PROVISIONS
$;,~
~~
~~
~t;
PROPOSAL
AND
CONTRACT
For use in connection with Standard Specifications and
Standard Plans dated January, 1988, of the California
Department of Transportation; the General Prevailing
Wage Rates dated April, 1990; and Labor and
Surcharge and Equipment Rental Rates effective April
1, 1990 through March 31, 1991; and City of Campbell
General Conditions, Standard Construction Provisions
and Standard Construction Details, dated June, 1985.
Bids Open:
(Day)
(Date)
(Time)
City Clerk's Office
70 N. First St.
Campbell, CA 95008
PROPOSAL AND FORMS
CONTRACT FORM
BOND FOR FAITHFUL PERFORMANCE
BOND FOR LABOR AND MATERIALS
WORKER'S COMPENSATION INSURANCE CONFIRMATION. . . . . . . .. BLUE
PROPOSAL ............................................ WHITE
BID SHEETS WITH SIGNATURE (notarize signature)
NON-COLLUSION AFFIDAVIT
STATEMENT OF SUB-CONTRACTORS
BIDDER'S BOND (notarize signature)
INFORMATION SHEET FOR PUBLIC PROJECTS
COMPLETE ALL FORMS IN PROPOSAL
SECTION I - GENERAL
A. GENERAL CONDITIONS AND STANDARDS. . . . . . . . . . . . . . . . . . . 1-1
B. SITE OF WORK ........................................ 1-1
C. SCOPE OF WORK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1
D. BEGINNING OF WORK, TIME OF COMPLETION,
LIQUIDATED DAMAGES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1
E. PAYMENTS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-2
F. MAINTAINING TRAFFIC AND HOURS OF WORK ............... 1-2
G. NO PARKING SIGN POSTING ............................. 1-3
H. CITY FURNISHED MATERIALS .'. . . . . . . . . . . . . . . . . . . . . . . . . . . 1-6
I. INSURANCE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-6
SECTION II - SURFACE CONSTRUCTION
A. SCOPE OF SURFACE CONSTRUCTION. . . . . . . . . . . . . . . . . . . .. 11-1
B. PAVEMENT DEMOLlSION AND CONSTRUCTION (BID ITEM 1) . . .. 11-1
C. STRIPING AND SIGNING (BID ITEM 2) ...................... 11-4
~
SECTION III - TRAFFIC SIGNALS
A. TRAFFIC SIGNAL SYSTEM .............................. 111-1
B. SCOPE OF CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 111-1
C. GENERAL INFORMATION ............................... 111-1
D. MAINTAINING EXISTING AND TEMPORARY ELECTRICAL SYSTEMS 111-2
E. STANDARDS, STEEL PEDESTALS AND POSTS ............... 111-2
F. CONDUCTORS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 111-2
G. BONDING AND GROUNDING . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 111-2
H. SERVICE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 111-2
I. TESTING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 111-2
J. TRAFFIC SIGNAL FACES AND FITTINGS .................... 111-3
K. PEDESTRIAN PUSH BUTTONS. . . . . . . . . . . . . . . . . . . . . . . . . . ., 111-3
L. LUMINAIRES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 111-3
M. SPECIAL PROVISIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 111-4
N. PAYMENT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 111-4
O. TRAFFIC SIGNAL SYSTEM (BID ITEM 3) . . . . . . . . . . . . . . . . . . . . . 111-5
SPECIAL PROVISIONS
FOR CONSTRUCTION OF
PROJECT L-~
HAMILTON AVENUE-ALMARIDA DRIVE TRAFFIC SIGNAL
SECTION I - GENERAL
A. GENERAL CONDITIONS AND STANDARDS:
Attention is directed to the publication entitled, "City of Campbell General
Conditions, Standard Construction Provisions and Standard Construction
Details for Public Works Construction," dated June 1985, as amended.
The General Conditions in said document dated June, 1985 are hereby
superseded by General Conditions for Public Works Contracts contained
in Section K (dated August, 1989).
B. SITE OF WORK:
The site of work is Almarida Drive from Hamilton Avenue to David Avenue
and on Hamilton Avenue from Salmar Avenue to Almarida Drive in the City
of Campbell, Santa Clara County, California.
C. SCOPE OF WORK:
The scope of work includes the installation of a traffic signal system with
appurtenances, striping, signing and markings, legends, asphalt concrete
pavement grinding and minor concrete work as shown upon the plans, as
specified in these special provisions and as directed by the City Engineer.
D. BEGINNING OF WORK, TIME OF COMPLETION. LIQUIDATED DAMAGES:
Attention is directed to Section 8 "Prosecution and Progress," of the General
Conditions.
The Contractor shall diligently prosecute the work to completion before the
expiration date of
THIRTY-FIVE (35) WORKING DAYS
from the date of mailing to the contractor the Notice to Proceed. This time
includes mobilization and start-up and time for correction of al/ deficiencies.
I - 1
Liquidated damages shall be assessed in the amount of Five Hundred
Dollars ($500.00) for each calendar day the work remains incomplete
beyond the time fixed above for completion.
E. PAYMENTS:
Attention is directed to Section 9, "Measurement and Payments," of the
General Conditions and the following:
1. Retention and Substitution of Securities for Withheld Amounts:
Pursuant to Chapter 13 (commencing witt, Section 4590), Division 5,
Title 1 of the Government Code of the State of California, securities
may be substituted for any moneys (retention) withheld by a public
agency to ensure performance under a contract. At the request and
expense of the Contractor, securities equivalent to the amount
withheld shall be deposited with the public agency, or with a state or
federally chartered bank as the escrow agent, who shall return such
securities to the contractor upon satisfactory completion of the
contract.
Securities eligible for substitution under this section shall include those
listed in Section 16430 of the Government Code of the State of California
or bank or savings and loan certificate of deposit.
The Contractor shall be the beneficial owner of any securities substituted
for moneys withheld and shall receive any interest thereon.
Any escrow agreement entered into pursuant to this section shall contain,
as a minimum, the following provisions:
(1) The amount of securities to be deposited;
(2) The terms and conditions of conversion to cash in case of the
default of the Contractor; and
(3) The termination of the escrow upon completion of the contract.
F. MAINTAINING TRAFFIC AND HOURS OF WORK:
The provisions in this section will not relieve the Contractor and his or her
Sub-contractor of the responsibility for providing and maintaining traffic
control devices during all hours of construction work and the following:
1-2
Attention is directed to Section 7-A 'Traffic Control", Section 7-B, "Pubic
Convenience", Section 7-C, "Public Safety," and Section 7-J, "Emergency
Access and Street Closures", of the General Conditions; Section I-H, "No
Parking Sign Posting," and Section 5-C, "Inspection" of the General
Provisions and these Special Provisions.
In lieu of the Work Area Traffic Control Handbook as specified in Section 7-
B, all construction signing shall conform with the "Caltrans Manual of Traffic
Controls for Construction and Maintenance Work Zones" dated 1985. This
manual may be purchased form the State of California, Department of
Transportation, 6002 Folsom Blvd., Sacramento, CA 95819.
C-18 "Road Construction Ahead" signs shall be placed on all approaches
to the construction areas before starting work, and shall be maintained
throughout the duration of the job.
A minimum of one (1) traffic lane in each direction shall be maintained at all
times on Hamilton Avenue between the hours of 9:00 a.m. to 3:00 p.m. At
all other times, Hamilton Avenue is to be open to full roadway width.
The minimum width for a temporary traffic lane is ten (10) feet if it is
necessary to establish temporary lanes.
A minimum of fourteen (14) feet street width shall be required at all times
on Almarida Drive. Contractor shall use traffic cones as well as a flag
person to direct traffic through the construction site. Traffic from both
directions, alternately, must be maintained on Almarida Avenue at all times
unless otherwise authorized by the City Engineer.
Contractor shall maintain access for pedestrians and to all driveways at all
times.
G. NO PARKING SIGN POSTING:
The Contractor shall provide, post and maintain temporary No Parking
signs along each side of the street where parking is to be restricted. The
signs shall be approximately 11"x17", shall be printed on tag board #10 with
red letters on white background, and shall conform with the sample inserted
on page 1-4. The signs shall clearly and legibly indicate day(s), date(s) and
time(s) of the parking prohibition and the date of posting, and shall be
posted not less than 48 hours prior to the start of work at approximately
sixty (60) feet apart. The Contractor shall notify the Campbell Police
Department immediately after posting.
1-3
The cost for furnishing, posting and maintaining No Parking signs shall be
considered to be included in the items of work requiring the posting and no
additional compensation shall be allowed therefor.
Signs may be purchased at the office of the City Engineer at a cost of $1.00
each or $25.00 per hundred.
1-4
NO PARKING SIGN
1-5
H. CITY FURNISHED MATERIALS:
Attention is directed to Section 6-A, IICity Furnished Materialsll, of the
General Conditions and these Special Provisions.
The following materials will be furnished by the City to the Contractor:
1. Traffic signal controller assembly (including wired cabinet, controller
unit and loop detector sensor units).
2. Type III AF service cabinet.
3. Type 29A-5-70, type 29-5-70, type 19A-3-70, type 17-3-70, and type
1-B poles, mast arms and pole product appurtenances plus anchor
bolts.
The City furnished materials will be available to the Contractor at the City
yard, 290 S. Dillon Avenue, Campbell. It will be the Contractor's
responsibility to accept, transport, protect and install the materials at the
work site. Call Kevin Comstock at (408) 364-2827 for access and
directions.
I. INSURANCE:
Attention is directed to Section 7-0, IIlnsurance,1I of the General Conditions.
1-6
SECTION II
SURFACE CONSTRUCTION
A. SCOPE OF SURFACE CONSTRUCTION:
The work shall consist of furnishing and installing or constructing: signing,
striping, pavement markings and pavement traffic markers, asphalt concrete
pavement grinding, minor concrete work and miscellaneous related work
all as shown on the plans, as specified herein and as directed by the
Engineer.
B. PAVEMENT DEMOLITION AND CONSTRUCTION (BID ITEM 1):
1. Clearing and Grubbing shall conform to the provisions in Section 16,
IIClearing and Grubbingll, of the State of California, Department of
Transportation Standard Specifications and these Special Provisions.
Vegetation shall be cleared and grubbed only within the excavation. All
existing vegetation, outside the areas to be cleared and grubbed, shall be
protected from injury or damage resulting from the Contractor's operations.
All activities controlled by the Contractor, except cleanup or other required
work, shall be confined within the graded areas of the roadway.
Full compensation for clearing and grubbing shall be considered as
included in the contract lump sum price paid for Bid Item 1 and no
additional compensation will be allowed therefor.
2. Finishing roadway shall conform to the provisions in Section 22,
IIFinishing Roadwayll, of the State of California, Department of Transportation
Standard Specifications.
3. Aggregate Base shall be Class 2 and shall conform to the provisions
in Section 26, IIAggregate Basesll, of the State of California, Department of
Transportation Standard Specifications and these Special Provisions.
The aggregate grading for Class 2 aggregate base is revised by changing
the IIPercentage Passingll the No. 200 screen to:
1-1/211 Maximum
Operating Contract
Ranoe Compliance
3/411 Maximum
Operating Contract
Ranoe Compliance
No. 200
2-11
0-14
2-11
0-14
II - 1
Aggregate base shall be paid for by contract lump sum price, Bid Item 1.
A drop-off of more than O.15-foot will not be allowed at any time between
adjacent lanes open to public traffic.
4. Modifying Existing Planting shall conform to the provisions in Section
20, "Erosion Control and Highway Planting", of the State of California,
Department of Transportation Standard Specifications.
Contractor shall remove ground cover in the existing median to be
demolished and re-establish the ground cover in the new median area as
shown on the plans. Payment for removal and re-establishment of ground
cover shall be included in Bid Item 1.
5. Contractor shall provide sample of pattern and color of "Brick" Paving
_ Bomanite to City for approval prior to installation. Concrete shall have a
minimum compressive strength of 3,000 psi. Portland cement shall conform
to ASTM C150, Type I, II or V, depending on soil conditions. Aggregates
shall conform to ASTM C33, Mixing water shall be fresh, clean and potable.
A normal-set or retarded-set water reducing admixture complying with
ASTM C494 may be used. Nothing containing calcium chloride is permitted
in the mix.
Bomanite mix shall be placed and screeded to the proper grade and
planed to a uniform surface in the normal manner.
Bomanite color hardener shall be applied evenly to the plastic surface by
the dry-shake method using a minimum of 60 pounds per 200 square feet.
It shall be applied in two or more shakes, floated after each and troweled
only after final floating.
While concrete is still in the plastic stage of set, imprinting tools shall be
applied to make the desired patterned surface.
Pre molded expansion joint fillers shall be placed as shown on the plans and
shall conform to the provisions of the State of California Department of
Transportation Standard Specifications, Section 51-1.12C.
Transverse control joints shall be placed in the "Brick" Paving - Bomanite at
1 O-foot intervals.
"Brick" Paving -- Bomanite shall be installed in the median of E. Hamilton
Avenue at the locations shown on the plans.
11-2
Modification of the existing landscaping is to be performed, "Brick" paving
constructed; and such other items or details, not mentioned above, that are
required by the Plans, State of California, Department of Transportation
Standard Specifications, and these Special Provisions shall be performed,
placed, constructed or installed and are considered as included in the
contract lump sum price paid for Bid Item 1 and no additional
compensation will be allowed therefor.
Removal of existing plants is considered as included in Bid Item 1 and no
additional compensation will be allowed therefor.
6. Portland cement concrete curbs as shown in the plans shall be
constructed in accordance with the provisions of Section 2-F, Concrete
Construction, of the City of Campbell Standard Construction Provisions.
Curbs shall conform to the details and dimensions shown on the plans.
Compensation for curbs shall be included in Bid Item 1.
7. Replace Survey Monument -- At the location shown on the plans, the
Contractor shall construct a survey monument box according to the
provisions of City of Campbell Standard Construction Provisions, Section
2-0, Monument Box, and to the Monument details on page 13 of the City
of Campbell Standard Construction Details.
Full compensation for replacing the survey monument will be considered as
included in Bid Item 1.
Contractor shall advise the City Engineer and the Brian Kangas Foulk
survey department (Rex Betz, 415/365-0412) three working days prior to
setting the monument. Brian Kangas Foulk will stake the location of the
monument and will set the L.S. tag when the monument construction is
complete.
8. Asphaltic Pavement Grinding -- Asphaltic pavement grinding shall be
performed in the area shown on the plans and shall conform to Section 42-
2 of the State of California Department of Transportation Standard
Specifications.
In lieu of the provisions contained in Section 42-2.02 of the State of
California Department of Transportation Standard Specifications regarding
disposal of residue from grinding operations, Contractor shall load and
transport all grinding residue to a recognized recycling facility. Recognized
recycling facilities include, but are not limited to:
II - 3
1 . Raisch Recycle Yard
1444 Borregas Avenue
Sunnyvale, CA
(408) 734-4245
2. S.R.D.C.
195 Seaport Boulevard
Redwood City, CA
(415) 367-7324
Full compensation for asphalt pavement grinding and removal, transport,
and delivery of residue to a recycling center shall be included in Bid Item
'1.
C. STRIPING AND SIGNING (BID ITEM 2):
Attention is directed to Section II-P, "Traffic Stripes and Pavement Markings"
of the City of Campbell General Conditions, Standard Construction
Provisions and Standard Construction Details for Public Works Construction
and the following:
The Contractor is advised to become thoroughly familiar with the plans and
the notes thereon, the existing and proposed field conditions and the
construction traffic control requirements.
Traffic Stripes and Pavement Markings - At locations shown on the plans,
traffic stripes and pavement markings shall be painted with two (2) coats of
the J.E. Bauer Paint Company Fast Dry, Low v.a.c. Solvent Base Traffic
Paint or City approved equivalent.
A. No. 2474-A-9; White with giass beads - premix type
B. No. 2475-A-9; Yellow with glass beads - premix type
C. No. 2466-A-9; White
D. No. 2467-A-9; Yellow
Paint shall be applied only on thoroughly dry and clean surfaces and during
periods of favorable weather. Traffic control devices shall be used in order
to detour traffic from the newly applied paint until it is thoroughly dry. Any
damage to the applied paint due to traffic shall be the responsibility of the
Contractor.
II - 4
Painting will not be permitted when the atmospheric temperature is at or
below forty degrees Fahrenheit, or when freshly painted surfaces may
become damaged by rain, fog or condensation, or when it can be
anticipated that the atmospheric temperature will drop below four degrees
Fahrenheit during the drying period. If fresh paint is damaged by the
elements, it shall be replaced by the Contractor at his or her expense.
Use of paint "C" and "0" shall include the application of glass beads
incorporated in the second coat of white or yellow stripe. The roadway
markings shall receive one coat of traffic paint applied at a rate sufficient to
provide complete coverage, with glass beads incorporated in the finish
surface.
Application rates of premix traffic paint and traffic paint shall be as follows:
Broken Stripe
Rate of Application per 4-inch Width
First Coat
Second Coat
Glass Beads
4 to 5 gallons per mile
7 to 7.4 gallons per mile
42 pounds per mile
Solid Stripe
Rate of Application per 4-inch Width
First Coat
Second Coat
Glass Beads
12 to 14 gallons per mile
16 to 18 gallons per mile
110 pounds per mile
Pavement Markinqs & Leqends
Rate of Application
Paint
Glass Beads
75 to 85 square feet per gallon
16 square feet per pound
Thermoplastic for legends and for channelization striping shall be used in
all striping as shown on plans. The thermoplastic shall conform with the
provisions in Section 84-2, 'Thermoplastic Traffic Stripes and Pavement
Markings," of the State of California, Department of Transportation Standard
Specifications.
All sign posts shall be fabricated from perforated box tubing as described
in these special provisions and as shown on the Standard Detail S.P. 11-2.
Note that signs posted on the street light poles shall be banded.
Chatterbars shall conform to the details as shown on the Standard Detail
S.P. 11-3.
II - 5
MKHOR POST, 2 1/4' X 2 1/4' X 3D'
SLEEVE SED 2 1/2' X 2 1/2' X 10'
SIGN PO~T' 2' X 2' X VARIES
( AU- 'TUBING SHALL DE 12
GAUGE, GAL VANIZEm
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\\ II
II II
-lJ
o
o -
o
SIGI'-l POST
//
J
(J
o
SIGt~
\~\
o
o
ANCI\Of~ SLEEVE ~~ ..\\
PDST Al~CHOR ~ ~-, '~
~~ - ~-:---= ~
~ ' ' ~'II
~_., ~\
~ -- '
-~. \~\\
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'- \~\
, 0
1/2' X 3' ANTI THEFT
BUl_ T AND NUT
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\
-; ,0' MINIMUt"l
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~1
NOTES'
). DRIVE SIGN pOST INTO THE GRDUND APPROXIMA TEL Y THREE (3) fEET. DEPENDING ON SOIL
CONDlTlUNS. LEAVE ONE HULE ABOVE GROUND roR THE BOLT CONNECTION. POSf ANCIIOR
IS ONE SIlE L^RGEI~ THAN SIGt~ POST,
2. DRiVE IN ANCHOR SLEEVE ( ONE SiZE LARGER TIIAN ANCHDR AND ADOUT EIGII1UN (l0J
INCIlES LOI;[;). "liEN DRIVING SLEEVE Cl:AVE POST ANCIlOR TVO (2) LlR TIIREE (3) INCIlES
^ BfJVE SURF ACE,
], INSERT SIGN POST AI'-lD BOLT IN PLACE,
PERFORATED BOX TUBING
SIGN POST INSTALLA-rION
----
CITY OF CAJvII)BELL
DATE
PREPARED BY
CHECKED BY -
APPROVED
PAGE
S,p, Tl-2
n-0
pp.oJECT 1)0-36
2
~8"
I
/~
t
NOTES:
1. CHATTER BARS TO BE POSITIONED AS DIRECTED BY CI1Y ENGINEER
2, CHATTER BARS SHAll. BE AF\XED TO THE PAVEMENT WITH EPOXY, THE
EPOXY SHALL CONFORM WITH THE PROVISION OF SECTION 95 "EPOx'( OF
THE CALTRANS STATE STANDARD SPECIFICATIONS.
S.P. II-3
PAGE
DATE
PREPARED BY
CHECKED BY
APPROVED
Concrete Chatter Bar
CITY OF CAMPBELL
,IT ~ r=!-
All chatterbars shall be installed by use of epoxy. The epoxy shall conform
with the provisions in Section 95, "Epoxy" of the State of California,
Department of Transportation Standard Specifications.
Layout of control points for all striping will be performed by the City
Engineer.
All locations for sign installation as well as chatter bars will be marked by
the City Engineer.
The contract lump sum price paid for striping and signing includes full
compensation for furnishing all labor, materials, tools, equipment and
incidentals, and for doing all the work involved in the complete striping and
placement of raised markers including removal of existing striping and
existing raised markers on the project as specified in the State of California,
Department of Transportation Standard Specifications and these Special
Provisions, as shown on the plans and as directed by the City Engineer.
\I - 8
SECTION 1\1
TRAFFIC SIGNALS
A. TRAFFIC SIGNAL SYSTEM
The work shall consist of installing a traffic signal system which shall
conform with the provisions in Section 86, "Signals and Lighting," of the
State of California, Department of Transportation Standard Specifications
and Standard Plans dated January 1988, except where provided for in the
following specifications and provisions.
B. SCOPE OF CONSTRUCTION
The work shall consist of furnishing all materials (except those specifically
listed to be supplied by the City of Campbell), tools, equipment, labor and
incidentals necessary for performing all the work required to install the traffic
signal system complete in place and in a manner consistent with the plans
as directed by the City Engineer.
C. GENERAL INFORMATION
1 . All work shall be done under the supervision and direction of the City
Engineer and shall not be started without written authorization of the City
Engineer.
2. All modification work, according to this contract shall be as per
General Conditions, Standard Construction Provisions and Standard
Construction Details for Public Works Construction, City of Campbell
(Revision June 1985) and State of California, Department of Transportation,
Standard Specifications (Revision January 1988). The contractor shall
comply with safety regulation standards per ANSI-American National Safety
Institute and OSHA-Occupational Safety and Health Administration. The
published specifications and instructions of the paint manufacturer selected
shall become part of this specification.
3. The contractor shall protect public or private roads and landscaping
which may be damaged during signal construction and/or painting and
shall repair or replace them if damaged at his own expense, to the
satisfaction of the City Engineer or property owners. In addition, the
Contractor shall protect all vehicles public or private from any overspray.
4. The Contractor shall perform the work with orders and direction of
the City Engineer in accordance with these specifications.
\11- 1
5. On a daily basis the Contractor shall provide the City Engineer with
a progress detail.
D. !v1AINTAINING EXISTING & TEMPORARY ELECTRICAL SYSTEMS (86-1.05)
Requests for traffic signal shutdowns shall be submitted, in writing with a
traffic control plan, to the City Engineer seven (7) days prior to the
shutdown. Plans for lighting system shutdowns must be submitted three
(3) days prior to shutdown and the lighting system shall be reconnected
within twenty-four (24) hours unless otherwise permitted by the City
Engineer.
Traffic signal system shutdowns shall be limited to periods between the
hours of 9:00 a.m. and 3:00 p.m.
E. STANDARDS. STEEL PEDESTALS AND POSTS (86-2.04)
All standards, steel pedestals and posts shall be galvanized and shall
conform with the provisions in Section 86-2.04 of the State of California,
Department of Transportation Standard Specifications.
F. CONDUCTORS (86-2.08)
Specific reference is made to 86-2.08B. Type THW polyvinyl chloride shall
be used.
G. BONDING AND GROUNDING (86-2.10)
Non-metallic type conduit shall have a No. 8 bare, stranded copper wire
pulled for bonding purposes.
H. SERVICE (86-2.11)
Services for traffic signal installations shall be Type III-AF service equipment
enclosure and shall be painted light green of the Federal Standard 595a,
in graffiti proof Ameron (Amershield-400) or approved equivalent.
I. TESTING (86-2.14)
Testing shall conform with Section 86-2.14 of the State of California,
Department of Transportation Standard Specifications excluding section 86-
2.14A.
11I-2
J. TRAFFIC SIGNAL FACES AND FITTINGS (86-4)
All vehicle and pedestrian signal housings shall be either diecast or
moldcast aluminum. All signal lenses shall be tempered glass. Pedestrian
signals shall be Type "A" with white WALKING PERSON and Portland
orange UPRAISED HAND and with the lilli-crate type screen.
K. PEDESTRIAN PUSH BUTTONS (86-5.02)
Pedestrian push buttons shall all be Type liB".
L. LUMINAIRES (86-6)
Luminaires shall conform to the provisions of Section 86-6 of the State of
California, Department of Transportation Standard Specifications and these
special provisions.
Luminaires shall be the semi-cutoff type.
All luminaires to be mounted on horizontal mast arms, when tested in
accordance with California Test 611, shall be capable of withstanding cyclic
loading in;
(1) a vertical plane at a minimum peak acceleration level of 3.0 g's peak-
to-peak sinusoidal loading (same as 1.5 g's peak) with the internal
ballast removed, for a minimum of 2 million cycles without failure of
any luminaire parts, and
(2) a horizontal plane perpendicular to the direction of the mast arm at
a minimum peak acceleration level of 1.5 g's peak-to-peak sinusoidal
loading (same as 0.75-g peak) with the internal ballast installed, for
a minimum of 2 million cycles without failure of any luminaire parts.
No part of the slip-fitter mounting brackets on the luminaires shall develop
a permanent set in excess of 0.020-inches when the four 3/8-inch diameter
cap screws used for mounting are tightened to a torque of 10-foot-pounds.
Ballasts shall be the lag or lead regulator, non-regulating reactor,
autotransformer or high reactance type.
111- 3
M. SPECIAL PROVISIONS
1. The Contractor is advised to become thoroughly familiar with the
plans and all notes thereon and the existing and proposed field conditions.
2. Conduit runs No. 2,5,6,7,8,9,10,12,13,14 & 16 shall be placed at the
back of curb. Sidewalk and driveway approaches shall be removed and
replaced from the parallel score mark to the existing back of curb. Dowels
(No.4) shall be placed (18 inches long, 4 feet o.c.) in back of curb. 6x6/10-
10 welded wire (or rebar) shall be replaced in all approaches. All
approaches shall be commercial.
3. Conduit runs NO.1 ,3,4,11 & 15 shall be installed by trench within the
proposed crosswalk lines and shall be restored per trench restoration
detail, method A of the City of Campbell Standard Provisions Section IV-E
"Trench Resurfacing". Contractor shall seal entire area between crosswalk
lines per State of California, Department of Transportation Standard
Specifications Section 37-2 "Slurry Seal".
4. The existing traffic signal interconnect cable is to be connected to the
new controller. The Contractor shall make the connections in the new
controller by using the slack in the existing cable. No splices in the
interconnect system shall be permitted except within the controller
assembly.
If insufficient slack in the existing interconnect exists to prevent connection
in the controller, the Contractor shall install new interconnect cable between
the controller at Central Avenue and the new controller at Almarida Drive,
and between the new controller at Almarida Drive and the controller at
Salmar Avenue. This interconnect cable replacement, if necessary, shall be
accomplished at the direction of the City Engineer and will be paid for as
extra work.
5. All existing improvements and landscaping shall be protected or
replaced by the Contractor.
N. PAYMENT (86-8.01)
The contract lump sum price paid for the Traffic Signal System shall include
full compensation for furnishing all labor, materials (except materials
specifically indicated on the plans and specifications to be supplied by the
City), tools, equipment and incidentals, and for doing all work involved in
installing a traffic signal system complete, in place and in good working
order as shown on the plans, specified herein and as directed by the City
111- 4
Engineer. Interconnect cable replacement, if necessary, will be paid for as
extra work.
O. TRAFFIC SIGNAL SYSTEM (Bid Item 1)
1. The traffic signal system includes the following materials in addition
to all necessary tools, equipment, and labor required to install the system
complete in place.
a. One (1) Controller Cabinet and Controller Equipment
(supplied by the City of Campbell).
b. One (1) Type 29A-5-70 pole and anchor bolts (supplied by
the City of Campbell).
c. One (1) Type 29-5-70 pole and anchor bolts (supplied by the
City of Campbell).
d. One (1) Type 19A-3-70 pole and anchor bolts (supplied by
the City of Campbell).
e. One (1) Type 17-3-70 pole and anchor bolts (supplied by the
City of Campbell).
f. Two (2) Type 1 B ten (10) foot poles and anchor bolts
(supplied by the City of Campbell).
g. One (1) Type 1\1 AF service cabinet (supplied by City of
Campbell) .
h. Six (6) twelve (12) inch vehicle signals with back plates.
i. Four (4) twelve (12) inch vehicle signals with left arrows and
back plates.
j. Four (4) twelve (12) inch vehicle signals with one left arrow
and one right arrow and back plates.
k. Four (4) pedestrian signals, Type "A" - with white WALKING
PERSON and Portland orange UPRAISED HAND and with the
lilli-crate type screen.
I. Four (4) pedestrian push buttons with signs.
11I-5
m. Four (4) SPiT mounting assemblies.
n. One (1) SV1T mounting assembly.
o. Two (2) SV2TA mounting assemblies.
p. One (1) TV1T mounting assembly.
q. One (1) TV2T mounting assembly.
r. Six (6) MAS mounting assemblies.
s. Four (4) 250 W HPS luminaire assemblies (supplied by the
City of Campbell).
1. Eight (8) #6 Pull Boxes with lids.
u. Six (6) #5 Pull Boxes with lids.
v. Six (6) Type A detector hand holes.
w. Twenty-Two (22) 6'x6' Type Q loops.
x. All conductors needed per Conductor Schedule on plans.
y. Conduit Runs numbered: 1,2,3,4,5,6,7,8,9,10,11,12,13,14,15
and 16 (as indicated on the plans and defined on the
conductor schedule).
z. Four (4) "Large Foundations" for Type 29, Type 19, and Type
17 poles.
aa. Two (2) "Small Foundations" for Type 1 B poles.
bb. One (1) foundation for Controller Assembly.
cc. One (1) foundation for Type \l1-AF Service Equipment
Enclosure.
dd. Four (4) Pedestrian Barricades, Type I.
11I- 6
I ..
Brian Kangas FDb.~
~
January 29, 1992
Mr. Ga g
City of Campbell
Dept. of Public Works
70 N. First Street
Campbell, CA 95008
Subject:
Almarida Woonerf System
Dear Gary:
Please find attached ten (10) copies of the Design Development Plan and
Specifications for the Almarida Woonerf System. These are intended for review by
yourself, the City Council and the local residents, in order to determine any
changes to be made prior to preparation of final Construction Drawings.
This letter explains the main assumptions and decisions which led to the current
layout. The basic idea is to use bomanite concrete pavement in combination with
landscaping to both reduce the diveability of the street and improve its
appearance. Driveway-type ramps and sharp turns make through driving
awkward, and a rough-textured bomanite pattern could be used to enhance this.
For the straight section of Almarida, from the Breuner's frontage north, raised
bomanite and concrete crosswalks double as speedbumps to break the street into
sections. Perpendicular parking stalls reduce the width of the street, which is
currently quite wide. As the plan now stands, it provides 82 parking spaces in
total, 14 being on the raised bomanite section.
The DD plan has been kept relatively uncluttered, the utility and grading
information shown is at a minimum, to be of more benefit during review with the
Council and residents.
At the Almarida and David entrance ramps there is room for a fire truck's 25'
turning circle. The through-corridor averages 20' wide and is constricted by the
landscaped island, creating excessive turning movements. The existing fire
hydrant remains in its current location, and layout allows a fire truck to stop
adjacent to it. Without a curb to protect it, some form of concrete covered steel
posts should be installed.
Professional Services Since 1915
I
Consulting Engineers
540 Price Avenue
Redwood City, CA 94063
415/365-0412
FAX 415/365-1260
.j...-
Mr. Gary Kruger
City of Campbell
January 29, 1992
Page 2
Parking has been placed along the apartments side of the street for several
reasons. The majority of parking will be associated with the apartments, sidewalk
access is better, and it fitted better with the overall layout.
It is proposed that the triangle of public land be fully landscaped, including
mounding and addition of shrubs. This will improve the appearance of the
intersection and create some continuity with the new areas of landscaping, helping
to break up the "street" appearance. The possibility of paving part of the area with
bomanite was considered, but this would possibly destroy the roots of one or
more of the trees, and probably not create a particularly usable area. Greenberg
Farrow is aware of the need to consult a landscape architect regarding the type
of plants most suitable, and irrigation requirements.
The surface drainage pattern has been kept as close to the existing as possible,
with the addition of only one catch basin, at the David entrance. Cross-slopes
have been kept to a 1-1/2% minimum, and longitudinal slopes to a 3/4%, primarily
to allow for the texture in the bomanite. Some minor adjustment of existing grade
at the edge of the bomonite (currently curb and gutter) will be required, but in all
cases this can be absorbed by landscaping.
No specific color or pattern has been selected for the bomonite. It is anticipated
that this will be a decision made by yourself with input from the residents. The
proposal is to create darker (possibly mounded as speedbumps) "crosswalk"
areas - to break up the single color, and make the intersection a little more
pedestrian orientated.
We await your comments and questions on this DO plan.
Very truly yours,
BRIAN KANGAS FOULK
~~~~
Adrian Corlett
AC:kf:bc
Ene!.
cc: Doug Cooper, Greenberg Farrow
DESIGN DEVELOPMENT SPECIFICATIONS
FOR
ALMARIDA WOONERF SYSTEM
CAMPBELL, CALIFORNIA
Job No. 910269
January 1992
BRIAN KANGAS FOULK
540 Price Avenue, Redwood City, CA 94063
TABLE OF CONTENTS
Section
Title
Demolition
Subgrade Preparation
Storm Drainage
Bomanite Concrete Paving and Surfacing
Concrete Roadway Improvements
Portland Cement Concrete
Roadway Marking and Accessories
02020
02225
02520
02610
02620
02650
02720
SECTION 02020
DEMOLITION
PART 1 - GENERAL
1.01 WORK INCLUDED
A. Removal of existing pavement section between limits of work of raised section.
B. Removal of curb, gutter and sidewalk.
C. Protection of surface features and utilities.
D. Dust alleviation and traffic control during work.
E. Clean-up of site prior to construction work.
1.02 QUALITY ASSURANCE
1.03 JOB CONDITIONS
PART 2 - PRODUCTS
None.
PART 3 - EXECUTION
3.01 PREPARATION
A. Marking of limits of work/improvements to be protected.
3.02 UTILITY SERVICES
A. Notification/coordination with agencies.
B. Protection of existing utilities.
3.03 DEMOLITION
ALMARIDA WOONERF SYSTEM
SECTION 02020: DEMOLITION
Page 1
A. Contractor shall obtain necessary permits and bonds.
B. Contractor shall remove items as specified.
C. Contractor shall contact utility companies as specified.
D. Material shall become property of contractor an removed and disposed of
lawfully.
3.04 RESTORATION OF IMPROVEMENTS TO REMAIN
A. Replacement in kind of damaged improvements.
3.05 EQUIPMENT AND PROCEDURES
3.06 DUST ALLEVIATION AND TRAFFIC CONTROL
3.07 CLEAN UP
ALMARIDA WOONERF SYSTEM
SECTION 02020: DEMOLITION
Page 2
SECTION 02225
SUBGRADE PREPARATION
PART 1 - GENERAL
1.01 WORK INCLUDED
A. Finish grading and subgrade preparation.
B. Dust alleviation and control.
C. Clean up.
1.02 QUALITY ASSURANCE
1.03 JOB CONDITIONS
PART 2 - PRODUCTS
None.
PART 3 - EXECUTION
3.01 SUBGRADE PREPARATION
A. Specification for scarification and preparation of base.
B. Recommendations of Geotechnical Engineer.
3.02 DUST CONTROL
3.03 CLEAN UP
ALMARIDA WOONERF SYSTEM
SECTION 02225: SUBGRADE PREPARATION
Page 1
SECTION 02520
STORM DRAINAGE
PART 1 - GENERAL
1.01 WORK INCLUDED
A. Trenching and other excavation.
B. Pipe bedding.
C. Installation of catch basins and appurtenances.
D. Installation of underdrains and appurtenances.
E. Backfill and compaction of backfill.
F. Dust alleviation and control.
G. Clean up and restoration of surface in improved areas.
1.02 QUALITY ASSURANCE
1.03 JOB CONDITIONS
PART 2 - PRODUCTS
2.01 PVC STORM DRAIN PIPES
2.02 PVC UNDERDRAINS
2.03 CONCRETE CATCH BASINS
2.04 PIPE BEDDING/COVER MATERIAL
PART 3 - EXECUTION
3.01 TRENCHING AND EXCAVATION
ALMARIDA WOONERF SYSTEM
SECTION 02520: STORM DRAINAGE
Page 1
3.02 PIPE BEDDING
3.03 BACKFILLING
3.04 PIPE INSTALLATION
3.05 CONNECTIONS
3.06 RESTORATION OF SURFACE
3.07 DUST ALLEVIATION AND CONTROL
3.08 CLEAN UP
ALMARIDA WOONERF SYSTEM
SECTION 02520: STORM DRAINAGE
Page 2
SECTION 02610
BOMANITE CONCRETE PAVING AND SURFACING
PART 1 - GENERAL
1.01 WORK INCLUDED
A. Compacting aggregate subbase material.
B. Spreading and compacting aggregate base material.
C. Placement of bomanite concrete pavement.
D. Finishing of bomanite concrete pavement.
E. Dust alleviation and control.
F. Clean up and disposal of debris.
1.02 QUALITY ASSURANCE
1.03 JOB CONDITIONS
PART 2 - PRODUCTS
2.01 AGGREGATE BASE
2.02 BOMANITE CONCRETE
2.03 BOMANITE COLOR HARDENER
2.04 BOMANITE REINFORCEMENT
PART 3 - EXECUTION
3.01 AGGREGATE BASE INSTALLATION
3.02 BOMANITE CONCRETE INSTALLATION
ALMARIDA WOONERF SYSTEM
SECTION 02610: BOMANITE CONCRETE
PAVING AND SURFACING
Page 1
3.03 DUST ALLEVIATION AND CONTROL
3.04 CLEAN UP
ALMARIDA WOONERF SYSTEM
SECTION 02610: BOMANITE CONCRETE
PAVING AND SURFACING
Page 2
SECTION 02620
CONCRETE ROADWAY IMPROVEMENTS
PART 1 - GENERAL
1.01 WORK INCLUDED
A. Forming concrete roadway improvements.
B. Placing and finishing concrete roadway improvements.
C. Curing concrete roadway improvements.
D. Protecting concrete roadway improvements.
E. Dust alleviation and control.
F. Clean up and disposal of debris.
1.02 QUALITY ASSURANCE
1.03 JOB CONDITIONS
PART 2 - PRODUCTS
2.01 PORTLAND CEMENT CONCRETE
2.02 EXPANSION JOINT MATERIAL
2.03 REINFORCEMENT AND DOWELS
PART 3 - EXECUTION
3.01 CONCRETE FORMS
3.02 EXPANSION JOINTS
3.03 WEAKENED PLANE JOINTS
ALMARIDA WOONERF SYSTEM
SECTION 02620: CONCRETE ROADWAY
IMPROVEMENTS
Page 1
3.04 CURB AND GUTTER CONSTRUCTION
3.05 ROADWAY ACCESSORY CONSTRUCTION
3.06 DUST ALLEVIATION AND CONTROL
3.07 CLEAN UP
ALMARIDA WOONERF SYSTEM
SECTION 02620: CONCRETE ROADWAY
IMPROVEMENTS
Page 2
SECTION 02650
PORTLAND CEMENT CONCRETE
PART 1 - GENERAL
1.01 WORK INCLUDED
A. Proportioning Portland cement concrete.
B. Mixing and transporting Portland cement concrete.
C. Curing Portland cement concrete.
D. Protecting Portland cement concrete.
1.02 QUALITY ASSURANCE
1.03 JOB CONDITIONS
PART 2 - PRODUCTS
2.01 AGGREGATE FOR PORTLAND CEMENT CONCRETE
2.02 WATER FOR PORTLAND CEMENT CONCRETE
2.03 CEMENT FOR PORTLAND CONCRETE
2.04 ACCESSORY MATERIALS
2.05 CLASSIFICATION OF PORTLAND CEMENT CONCRETE
PART 3 - EXECUTION
3.01 FORMING
3.02 PLACING
3.03 FINISHING
ALMARIDA WOONERF SYSTEM
SECTION 02650: PORTLAND CEMENT
CONCRETE
Page 1
SECTION 02720
ROADWAY MARKING AND ACCESSORIES
PART 1 - GENERAL
1.01 WORK INCLUDED
A. Cleaning and sweeping of streets before application of markings.
B. Application of stripes and pavement markings.
c. Application of raised pavement markers.
D. Installation of traffic control signs.
E. Restoration of existing improvements.
F. Clean up and removal of debris.
1.02 QUALITY ASSURANCE
1.03 JOB CONDITIONS
PART 2 - PRODUCTS
2.01 THERMOPLASTIC STRIPES AND MARKING
2.02 PAVEMENT MARKERS AND ADHESIVES
2.03 REFLECTORIZED MARKERS AND POSTS
2.04 TRAFFIC CONTROL SIGNS
PART 3 - EXECUTION
3.01 THERMOPLASTIC STRIPES AND MARKINGS
3.02 PAVEMENT MARKERS
ALMARIDA WOONERF SYSTEM
SECTION 02720: ROADWAY MARKINGS
AND ACCESSORIES
Page 1
3.03 REFLECTORIZED MARKERS
3.04 TRAFFIC CONTROL SIGNS
3.05 RESTORATION OF EXISTING IMPROVEMENTS
3.06 CLEAN UP
ALMARIDA WOONERF SYSTEM
SECTION 02720: ROADWAY MARKINGS
AND ACCESSORIES
Page 2
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MEMORANDUM
CITY OF CAMPBELL
To:
Gary Kruger
Date:
10/18/91
From:
~im Campbell and Chuck Gomez
Design and Construction
Subject:
Home Depot - Information for Salmar and Almarida
----------------------------------------------------------
Enclosed are the following plans, maps, information, etc. that we have
gathered in order to provide Adrian Corlett with assistance for the Home
Depot project.
1. Project 71-2, Hamilton Ave (sheets 10,11,18,19,24)
2. Project 87-6, Hamilton Bridge Widening (sheets HP-2,HP-3,E-3,
L-1,L-2,TS-3)
3. LID #16, Salmar Ave (sheets 1-5)
4. Underground District No.3.
5. Improvment Plans:
a) Variant Investments inc. Properies (3-3-27.020)
b) John Breuner Propery (3-3-27-.002)
" c) Allstate Insurance Company (3-3-20.084)
d) Salmar Ave and Hamilton (3-3-20.038)