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CI1Y OF CAMPBELL
DEPT. OF PUBLIC WORKS
70 North Fir.t st.
Ca.pbell, CA 95008
(408) 866-2150
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ENCROACHIIEII'I' PERIIrr
(for working in the
public rigbt-of-way)
I..ued 11- ZZ - '1 /
Pe~it expire. in. 12 ac..
Pe~it No.
X-Ref. file
Application Date ,-!JI/ t> J'7 /
Application expire. in 6 ac..
APPLICATION - Application 18 bereby ude for a Public Worb Perait in accordance with CUpbell
Municipal Code, Section 11.04. (Application expire. in 6 acnth. if pe~it not pulled) .
A. Work addre.. or tract. '2? /I fi } "2. ~ 4 ~ - 2- ~ cJ S- ~ IIv el-le:-'7'ft92..... ~Wp :3
Utility trench location f'lj A I 0
D. ....r. ot _k. ""-rae-tot 1M l4 liE Me"" S ~
c. Attach five (5) copies of a drawing Howi 9 the location, extent and diaen.ion. of the work
The drawing .ball .bow the relation of the propo.ed work to exi.ting .urface and underground
iaprov_ent.. When approved by the City Engineer, .aid drawing beco.e. a part of th18 pe~it.
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The Applicant/Pe~ittee ~ reby acknowledge. that they have read and understand both the front and I
back of this permit ' that they will inf~rm their c~n~lactor(.) of the information. I
ACCEPTED -, f:, r. / ) re"V C - 10 ,- 11 :
ant (Pe~ittee) print/sign 7 Date R E eel V E P
I
rv1AY ::. 0 19912.-
NOTES: A WORK SHALL CONFORM WITH THE ATTACHED, APPROVED PIANS AND ALL APPL.':C1.BLB CAHPHll:LL
STANDARD RAWINGS AND CONDITIONS.
Public Worn/Engineering
THE CO CTOR MUST HAVE THIS PERMIT AND APPROVED PIANS AND MUST MEET WITH THE %.'.W. INSPECTO~ ON ~
THE SI E AT LEAST TWO DAYS BEFORE STARTING WORK. 0
NOTICE MUST BE GIVEN TO PUBLIC WORKS AT LEAST 24 HOURS BEFORE RESTARTING ANY WORK. ~
i~
D. The General Condition. for all pe~it. are li.ted on the rever.e dde. Special Providons for
this perait are li.ted below. Failure to abide by the.e condition. and provi.ions ..y result
in job .hut-down and/or forfeiture of Faithful Perforaance Bonda and casb depo.ita. (See
General Condition. 1 and 2).
E. An application fee ~.t ,cc:oapan! thia>~pplic1t~on. '!'hi~ is ~-refundable. ~ .
Naae of ApPli~:nt ~ ,2-- ~ ~,c."O v! ~ (;/-7 ~t.A7~ ~ ~lIJ / Te~ePbone: 608c 7~ ~ tJ-77 I
Addres. IJ t~ . S (M Zo I ,;;>(1 N vA {:; c-4- G oe,
I. this work being done by the property owner at their own residence? ---yes ~no
Complete and attach Workers' Coapensation and Contractor Inforaation forma.
The Applicant/Peraittee hereby agree. by affixing their signature to thi. perait to bold the City of
Ca.pbell, it. officers, agents and ..ployee. free, safe and harales. from .ny claim or deaand for
damage. resulting fro. the work covered by this pe~it.
SPECIAL PROVISIONS
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Street .ball not be open cut for underground installations. Miniaua cut. may be allowed
for connection. or exploration boles. Such cuts must be sDecificallv aDDro~Id-~~,-
InsDector.
Pavement may be cut for underground in.tallations and auat be re.tored in accordance with
the Utility Trench Re.toration Standard Drawing.
Work to be .taked by a licen.ed Land Surveyor or civil Engineer and two (2) copies of the
cut sheet. sent to the Public Work Deptartaent before starting work.
The bour. of work are liaited to outside the bour. of 7-9 a... and 3-6 p.a. t~r any work
affecting a traffic lane.
_5.
STANDARD
AMOUNT
. / /''(:;). t) ()
RECEIPT N.Q...
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PERMIT APPLICATION FBI!:
$100.00
~ CllBCK DBPOSIT
BOND FOR FAITIIPUL PERFORMANCE
CASH DBPOSIT
. 6CC, Co
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$ 6? .~. , ,/J v
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$ ~ t,fO~7.(f()
c2 g? :2;)....
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$500.00
(lOot OF DG. EST.)
(4t 01' BOND, $500 1IDf)
~ CllBCK , IHSPBCTION FBI!: ($0-$100,000 10',
$100,000 - $500,000 9'~00~~ ~e 7', $100 1IDf)
APPROVED FOR ISSUANCE (~>-7~. . ~
f City Engineer
f: PWPERMIT
Revised 4/91
// -22-91 _
Date
CITY OF CAMPBEll
70 NORTH FIRST STREET
CAMPBELL. CALIFORNIA 95008
(408) 866-2100
FAX # (408) 379-2572
March 4, 1993
McLarney Construction, Inc.
Attn: Mike McGinnis
340 South Abbott Avenue
Milpitas, CA 95035
RE: SECOND PRELIMINARY INSPECTION REPORT-DEFICIENCIES
PERMIT NO. 91-152
LOCATION: 2365, 2395, 2505 WINCHESTER BOULEVARD
Dear Mr. McGinnis:
You have requested a final inspection on subject construction work. There are
deficiencies in the work which are indicated on the enclosed preliminary inspection report
dated March 4, 1993. These deficiencies must be corrected in accordance with City
standa..ds before we can make a final inspection or acceptance of the work. Please call
for a field review of the 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 maintenance surety which will
be used to replace the performance surety currently held by the City.
Sincerely,
~M
Assistant Engineer
"~:djr
Enclosure
cc: Building Division
Eddy Shen, LAS Associates, 102 Persian Dr Suite 201.SurmyvaJe, CA.~4089
Bill Herington; Safeway Stores Inc., 47400 Kato Rd., Fremont CA.94538
File (Permit 91-152)
.
SECOND PRELIMINARY INSPECTION REPORT-DEFICIENCIES
PERMIT NO. 91-152
2365,2395,2505 WINCHESTER BOULEVARD
MARCH 4, 1993
A. General
1. Submit laboratory test results of compaction of native soil, aggregate base
and asphalt concrete.
2. Submit certificates of compliance of materials for aggregate base, concrete,
asphalt concrete, traffic signals, street lighting electrical conduits, standards,
mast arms, luminaires, signal heads and hardwares.
3. Have your engineer submit "as-built" plans for review and approval.
B. Specific Items Deficient - Surface Work
Winchester Boulevard Northbound
1. General Note:
Sack all cracks and graffiti in bus stop lane, sidewalk, curb and gutter:
Winchester, Budd and Nido.
2. Remove electrolier base to 6" below grading plane. Sawcut sidewalk
square, pour new sidewalk at previous location of electrolier base at 0 + 33.
3. Check tree spacing, relocate trees as necessary.
4. Sack cracked concrete at HCR at 7 +00:1:.
5. Sack all cracked concrete at northerly driveway.
6. Epoxy bus stop bench
7. Install pole numbers on all electrolier poles.
Nido Drive Northbound
1. See Note 1, Winchester
2. Replace low asphalt concrete conform at back of drive approach.
3. Relocate water meter to behind back of walk.
Budd Avenue
1. See Note 1, Winchester
c. Specific Items Deficient - Ughting
1. Place pole numbers P747, P748, P1025, P1026 on electroliers from north
to south.
D. Specific Items Deficient - Landscaping
General Notes: (Winchester, Nido, and Budd Avenues)
1. Bubblers were installed very inconsistently, or were not installed at all. Some
bubblers were buried, while others were as much as 6" above grade. No PVC
drain tubes were installed in conjunction with the bubblers. Bubblers shall be
placed below grade in 30" long, 4" diameter schedule 40 PVC perforated pipe
sleeves fitted with clean 3/4 inch maximum size drain rock to a point 2" below
bubbler. A threaded slip cap will installed at top of sleeve. The bubblers shall be
installed 14" from the trunks of the trees. An anti-drain valve will be installed at any
bubbler subject to line drainage.
2. Rootbarriers were also inconsistently installed. Some trees had no root barriers,
while others had rootbarriers which were installed backwards. The distance from
the rootbarriers to the trees varied, and some trees had large voids between the
rootbarrier and the rootball.
All trees shall have rootbarriers installed. Rootbarriers are to be installed at grade,
not above or below. Rootbarriers are to be installed with the raised deflecting ribs
faced inward towards the tree. Rootbarriers are to be not less than 22 inches in
diameter, with the tree centered in the planter. Sufficient native soil shall be placed
between the rootball and rootbarrier to eliminate voids and to allow soil to root
contact.
3. Distance from tree stakes to trees varied. Tree stakes shall be no more than
seven feet in height. Wooden stakes shall be installed inside of the rootbarriers.
Stakes which rub against the trees shall be removed and installed so as not to
contact the trunk.
4. Different types of tree ties were used, and some were improperly installed. Tree
ties must be the 24" corded type. Tree ties shall be installed in a figure "8"
configuration. The upper tree tie shall be installed six inches below the top of the
stake. Bottom tree ties shall be installed 2'6" below the upper tie.
5. Some trees were installed too high. The crown of the trees shall be 1" to 2" above
grade, and native soil shall be placed so as to cover the rootball. Grading within
the treewells shall allow water to evenly disperse in the treewell without
accumulating in one spot or having runnoff away from the tree.
6. The last tree on Nido is diseased at the base of the trunk, and must be replaced.
7. Weeds and construction debris must be removed from the landscaped areas.
8. The Chinese pistache closest to Winchester Boulevard must be pruned for safe
bicycle passage, as well as heading back for health and aesthetic value.
9. Trees showing signs of girdled roots must be removed and replaced.
10. All broken trees and tree stakes shall be removed and replaced.
a:91-152.mar
~MCLARNEY CONSTRUCTION, INC.
GENERAL CONTRACTORS
oc. ~.?
February 3, 199
.ICIIVID
FEB 8 1993
~tC WorbJEnsli......
Mr. Chuck Gomez
City of Campbell
70 N. 1st street
Campbell, CA 95008
Re: Campbell Plaza Renovation
Permit 191-152
HCI I: 1-10
Dear Chuck:
Please accept this as our re-inspection request for the above
referenced project. We have not yet received the pole numbers
from Public Works allowing us to label the poles and we feel we
have completed all other items on the punch list.
If you have any questions or comments, please contr.ct me.
sincerely,
McLARNEY CONSTRUCTION, INC.
All ~cuS)~.--A-{e~~.
~~lchael L. McGinnis ~
Project Superintendent
\lb
cc: Kevin McLarney
340 S. Abbott Ave. . Milpilas. CA 950:35 . 408/263-G997 . Fax: 408/263-7089 . Lie. #522tiD2
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
August 13, 1992
Mike McGinnis
McLARNEY CONSTRUCTION, INC.
340 S. Abbott Ave.
Milpitas, CA 95035
SUBJECT: ENCROACHMENT PERMIT # 91-152 (Safeway Project)
Dear Mr. McGinnis:
We have reviewed your request for a variance to your existing
permit to allow rockwheel trenching across Budd Avenue and
Winchester Blvd. for signal conduit installation. This procedure
will be allowed according to the attached specifications.
Please be advised that any damage to existing facilities (i. e.
detector loops or other utilities) must be repaired to the
satisfaction of the City Engineer at the Contractor's sole expense.
I f you intend to proceed with the rockwheel operations, please
provide a traffic control plan for approval by our Public Works
Inspector 5 days in advance of any trenching operations. If you
have any questions, please call Hank Imokawa, the Public Works
Inspector, or me at 866-2150.
Sincerely:
~&~
~(b Michelle Quinney
{, Senior Civil Engineer
cc: Hank Imokawa, Public Works Inspector
Tony Rucker, Service Center
Ken Munson, Campbell Police
Encroachment Permit File 91-152
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NJILICMk:roJ
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SAFEWAY PROJECT ONLY
PERMIT NO. 91-152
UNDERGROUND CONDUITS
Work includes verification of utility locations , installation of underground conduits,
excavation and trenching, bedding, backfilling, restoration of pavement, removal of
construction debris, and traffic control as shown on the Plans, as specified in these
Specifications and as directed by the Engineer.
Prior to beginning any excavation and trenching operations, the Contractor shall verify the
locations of all existing utilities and shall protect from damage all utility facilities. Damaged
facilities shall be repaired to the satisfaction of the Engineer at the Contractor's expense.
The Contractor shall prepare and submit a traffic control plan to the Engineer for approval
5 days prior to the start of trenching operations. For trenching across arterial streets or
at an intersection of an arterial street or if required by the Engineer, the traffic control plan
shall include the use of off duty City of Campbell Police Officers to conduct traffic control
throughout the operation. The Contractor shall arrange for the off duty officer to be
present and shall pay for all costs required for traffic control. Contractor shall call Agent
Ken Munson of the Campbell Police Department at 866-2288 to arrange for the off duty
officer.
Conduits and installations of conduits shall conform to Section 86-2.01 of "Excavating and
Backfilling", Section 86-2.05 of "Conduit", Section 19-3 of "Structure Excavation and
Backfill", of the SSS dated July 1992 and to these Specifications and on the Plans.
Conduit shall be the rigid non-metallic type and shall be PVC Schedule 40.
The top of the installed conduit shall be a minimum of 18 inches below finished grade in
all areas, unless otherwise approved by the Engineer.
A. TRENCHING INSTALLATION OF CONDUIT UNDER PAVEMENT IN ROADWAY
Conduit shall be installed under existing pavement in a trench placed by the
rockwheel method. The trench shall be approximately 2 inches wider than the
outside diameters of the largest conduit to be installed but shall not exceed 6
inches in width. The top of the installed conduit shall be a minimum of 18 inches
below finish grade.
The conduit shall be placed in the bottom of the trench and the trench backfilled
with a 2 sack sand-cement slurry. The top 1.5 inches of the trench in asphalt
concrete pavement shall be backfilled with Type B asphalt concrete.
Permit No. 91-152
Safeway Project Only
Underground Conduits
Page 2
Unless otherwise approved by the Engineer, conduit crossing the roadway shall
be installed under existing pavement stripes. Where conduit is to be installed
under existing pavement stripes, contractor shall install new pavement markings
upon completion of the job using the same materials as the original markings.
Where permitted by the Engineer, conduit runs shown on the Plans to be located
behind curbs may be installed in the street, within three inches of and parallel to
the lip of the gutter, by rockwheel trenching, except where a utility obstruction
exists. All pull boxes shall be located behind the curb and out of the roadway or
at the locations shown on the Plans and within three feet of standards. All asphalt
concrete pavement between the lip of gutter and the trench shall be removed and
replaced as part of the trench restoration.
The outline of the trench shall be ground to a minimum width of 12 inches, parallel
along the length of the trench at a depth of 1.5 inches. The outline of all areas of
pavement to be removed shall be initially cut to the required depth with a rock
cutting excavator specifically designed for this purpose. Cuts shall be. neat and
true with no shatter outside the removal area. The top 1.5 inches of the trench,
including the 12" wide ground area, shall be backfilled with Type B asphalt
concrete. Prior to spreading asphalt concrete, paint binder shall be applied as
specified in Section 39-4.02, "Prime Coat and Paint Binder", of the SSS and a
geotextile mat shall be applied over the entire 12" width and total length of the
trench, according to Section 39-4.03, "Pavement Reinforcing Fabric", of the SSS.
Spreading and compacting of asphalt concrete shall be performed by any method
which will produce an asphalt concrete surface of uniform smoothness, texture and
density .
All excavated areas in the pavement shall be backfilled by the end of each day,
including the top 1.5 inches.
B. CONDUIT PLACEMENT UNDER PCC SIDEWALK
When conduit is installed under a portland cement concrete sidewalk, after the
conduit is placed in the bedding material, the trench shall be backfilled with
material equivalent to the surrounding material and the sidewalk shall be restored.
Permit No. 91-152
Safeway Project Only
Underground Conduits
Page 3
C. CONDUIT PLACEMENT-NOT UNDER PAVEMENT
When rigid non-metallic conduit is placed in a trench that is NOT under pavement
or portland cement concrete sidewalk, the conduit shall be encased with a 2 sack
sand-cement slurry. Spacers shall be employed uniformly along the conduit
lengths in the trench to insure that the slurry completely surrounds the conduit,
allowing no voids and the conduit shall be secured to prevent it from floating up.
The conduit shall be covered with a minimum of 12 inches of the slurry before the
trench shall be backfilled and compacted with native material.
f:91-152
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, CITY OF
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REFUNDABLE DEPOSIT
~ REQUEST
TO: SANDY TERPKO
ACCOUNTS RECEIVABLE
Please issue check payable to:
McLarney Construction
Address:
Line 1:
340 S. Abbott Ave.
Line 2:
City :
Milpitas
State: CA Zip: 95035
Description: Ref Deposit/Permit No: 91-152
INTEREST EARNED
Exact Amount Payable:
500.00
Account Number: 001.00.905.4662
LOCATION: 2365 s. winchester Blvd.
001.05.540.4448
DATE AND NO. OF RECEIPT: 5/10/90
#28722
PURPOSE:
plan Check Deposit
Requested by:
Approved by:
Verified by:
vf11[J~
Mike A. Fuller Title:
~Title:
· ary ruger
Title:
Asst. Engineer
Date:
Acting City
EngJ.neer
Date: (').. -\.-)... -'tv
Date:
SPECIAL INSTRUCTIONS FOR HANDLING CHECK:
Ma i 1 as is xxxxxxxxxxx
Mail in attached envelope
Return to:
(Department)
(Name)
Other:
Rev 11/21/91
..,'-', 'Ru~i2j5':_:g"f.:!~: 04r1CLRRNEYCONST. 408-263-70890:iIAC..LONE
P.2F'AGE 01
Existing A.C.
/ ...---
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18" min
depth
o
-
Grind rnln. 4" width 1 2" depth
over trench. Backfill with Type
I) B" C 1 /
A. . /2 max. med.
Backfill with 4 sack sand-
cernent slurry to within 2"
min, of finish grade.
Conduit
'(trgl' ~
0*= Conduit Diameter
plus 2" min.
~1~~
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.........".,
Cit of earn bell Date:
0/22/91
Electrical Trench Restoration
Scole:
N/A
Drawn by:
K.E.C.
Reviewed by:
Accepted by:
J!.lb-.. 3gl_ '9?_1.Z: ~6. MCLARNEY CONST. 408
.._ _ _. .. _.__ ~~. _ __ -263-70890..,,-...... ...
P.O. BOX ,BaS
GILROY, CA 95021.865
P.-2~1:,I~ 1:.1..
f('<'J: kA \ 1<1l )..{ ~ W l\llS
ELECTRICAL SERVICES, INC.
July 29, "92
Libra 1.:1ec:tr1o
28'4 Aiello Dr. fB
San Jose, CA 95'"
AIf'rN s Ken%'y
Re: Budd' Winchester siqna112at1on
Henry,
(408) 847-4055
r ax : ( 40 B) S 47 -4546
AS per OU~ ma.~in9 today I am reque8~in9 a va~1ance to the city of c.-pbell
Code for in.~allation of signal conduit.
The method ! am proposing is the rockwheel-~ype m.~hoQ, instead of the
borlnq method. Cue to the extensive a~oun~ of ~nderground utilities in
the area t ~..l that the Doring method would be very d~ff1Qult, if not
impossible. Based on my oxperience in the City of campbell the rockY
conditions would also add to the difficulty of the task. It is my opinion
that the damag.e to publiC and private property necessary to fac11itate
the set UP of a borinq operation is not justified due to the high
P:'ODA1) 1, 11 ty of fa11ure.
The risk &1I8oc1ated with ~oekwhQ.11n9 is pos81ble damage to the deteet:.or
loops. If they are in faet damaq.d dur1nc; the ope~at1on GESI will install
new det~ec:tor loopswith1n the time limit &Set by the City of Campbell.
! have also
of Cam;:,bell
01
up a traffic control plan which I will Dubmit to the City
a proval. Please call me if you have any questions.
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DYNAMIC CONSULTANTS, INC.
~ ~~'0?~"&
. 415 Foirchlld OMve
Mountoin View, CA 94043
T&L: (415) 967-6982
Fax: (415) 967-6955
o 6500 Dublm Blvd., SUIte 200B
Dublin, CA 94568
T &1.: (510) 833-9555
Fox: (510) 833-0'101
o 26 HMlqIlr 'Woy, SUIte F
'Watsonville, CA 95076
T &1.: (408) 724-2234
Fox: ('108) 72'1-9166
o 235 Georgil.l Mall South, Suite A
Vallejo, CA 94590
Tel.: (707) 647-7187
Fox: (707) 552-0356
\::>~lT ~\-\~.~
May 15, 19921al
LAB NO.:
REPORT TO:
23998
Concrete
DCI No.: 4139-M02
ReCEiVeD
MI\Y 271992
" /Entin..rang
public W or ,
CAMPBELL PLAZA SHOPPING CENTER REMODEL
2365 South Winchester, Campbell, CA. WIMBERL Y
S~'\1PLING HEl~~~ \
Be \ 'R
KRUGER
QUINNEY
McLarney Construction, Inc.
340 South Abbott Avenue
MiIpitas, California 95035
Attention: Kevin McLarney
PROJECT:
SERVICE:
MATERIAL:
SUPPLIER:
DUCf~WORrH-
LAN 20
RMC Lonestar
H f'. N Q ; i ~j G
r-~;~II-~ .~----
, il [ f u i( ,j r 0
5/12/92 -- 4.00 Hrs. S.T. -- Insp.: Ron Osburn ~ \ _ \~
Cast four (4) flexural bars: slab on grade at entry and bus turnout, north end; mix #2604; truck
#411; tag #358491; 550 psi; 3" slmnp; concrete temperatlrre 770F; ambient temperatlrre 610F.
Cast cast three (3) cylinders: slab on grade at entry and bus turnout, north end; mix #2604;
truck #362; tag #358502; 3,000 psi; 3" shnnp; concrete temperatlrre 790F; ambient temperature
670F.
Respectfully submitted,
DYNAMIC CONSULTANTS, INC.
Ic: L R S Associates/Eddy Shen
Ie: Joe Costello
Ie: Bldg. Insp. Dept., Campbell, CA.
~
Ralph Jewell
Field Supervisor
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do Branch~ce' ~
26 Hangar Way, Suite F
Walsonville, CaIiCornia 95076
Telephone: (408) 724-2234
Facsimile: (408) 724-9166
I
Corporate Offices
Materials/Chemistry Laboratories
415 Fairchild Drive
Mountain View, California 94043
Telephone: (415) 967-6982
Facsimile: (415) 967-6955
Del
~~~
DYNAMIC CONSULTANTS, INC.
Testing & Inspection Services
June 10, 1992/ dn
~1-1?2..
McLarney Construction, Inc.
340 South Abbott Avenue
Milpitas, California 95035
RECEIVED
JUN 1 2 1992
BUILDING DIVISION)
DCI No.: 4139-M02
Lab No.: 2-521548
Attention: Kevin Mclarney
PROJECT:
CAMPBELL PLAZA SHOPPING CENTER REMODEL
2365 South Winchester, Campbell, CA.
CONCRETE FLEXURAL STRENGTH TEST RESULTS
SUBJECT:
SAMPLE:
Four (4) 6" x 6" x 20" concrete beams were cast by our representative on May 12, 1992
from the concrete placed in the slab on grade at the entry and turn-out areas. The
samples were tested by mid-point loading per the California Test Method 523.
SUMMARY OF TEST RESULTS:
Flexural Strength - Calif. 523 - Center-Point Loading
Specimen Age In Mod ulus of Project
Number Days Rupture, p.s.i. Specification. p.s.i.
1 7 455
2 10 530
3 15 600
4 28 640 550
Respectfully submitted,
DYNAMIC CONSULTANTS, INC.
Ie: L R S Associates/Eddy Shen
Ie: Joe Costello
Ie: Bldg. Insp. Dept., Campbell, CA.
~7~
Denny Zuechi
Laboratory Supervisor
I
KALDVEER PSSOCli\T~~<:C,
425 Roiand W",
U!cJ\:,F"m, C,'U~C)f~!.../, .,.62 j
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LocATION
(415) 568-4001
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TO
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TEMP.
Oat
Oat
AM
PM
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PRESENT AT SITE
Halor>
~~ ~cie;tr Der'<.;ity Tests
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THE FOLLOWING WAS NOTED:
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COPIES TO
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SIGNED
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PRODUCT 241-3(~Jlnc. Groton, Mass. 01471. To Order PHONE TOLL FREE 1-800-225-6380
GraytiaR
G. E SPILLMAN
DISTRICT FINANCIAl. MANAGER
ELECTRIC COMPANY. INC.
251 LAWRENCE AVENUE
P.O. BOX 2528
SO. SAN FRANCISCO, CA 94083.2528
TELEX 34-9327
CABLE GRA YBART AG (WUI)
TELEPHONE (415) 87HIJOO
May 1. 1992
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
CITY OF CAMPBELL
70 North First Street
Public Works
Campbell. CA 95006
Gentlemen:
The attached California Preliminary Notice is sent to you in
accordance with Sections 3097 and 3098 of the California Code of
Civil Procedure.
The sending of this notice is mandatory under the law and bears
no reflection whatsoever upon the credit standing or ability to
pay of our customer.
You,rs truly, \
.A t.d~~
G. E. SP~MAN
District Financial Manager
attachment
L
E
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o
P
Y
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I
CALIF~RNIA PRELIMINARY NgJlCE 86716
IN ACCOF-. CE WITH SI:CTION 3097 AND 3098, CALIFORNIA l . CODE
THIS IS NOT A LIEN. THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR
YOU ARE HEREBY NOTIFIED THAT
Graybar Flpr.trir. r.nmr~ny
(name of person or firm furnishing labor, services equipment or material)
..
CONSTRUCTION LENDER or
Reputed Construction Lender, if any.
P 683 617 817
I
CONSTRUCTION LENDER
City of Campbell
Campbell Pl aza
Safeway Stores
-.J
__ FOLD HERE
251 Lawrence Avenue
(address of person or firm furnishing labor. services, equipment or maferial)
So. San Francisco. CA 94080
has furnished or will furnish labor, services, equipment or
materials of the following general description:
Elpctrir.al Matp.rial~
(general description of the' labor, services, equipment or material furnished
or to be furnished)
for the building, structure or other work of improvement located
City of Campbell
ffi Safeway Stores
(address or description of job site
Bud & Winchester Blvd.
sufficient for identification)
The name of the person or firm who contracted for the
purchase of such labor, services, equipment or material is:
Giacalone Electrical Service
(name and address of person or firm)
P. O. Box 865
Gilroy. CA 95021
An estimate of the total price of the labor, services, equipment
or materials furnished or to be furnished is:
$
(Dollar amount must be furnished to construction lender.optional as
to owner or contractor)
Trust Funds to which Supplemental Fringe Benefits are Payable.
(Material men not required to furnish)
(name)
(address)
OWNER or
or Reputed Owner
(on private work)
PUBLIC AGENCY
(on publiC work)
(name)
(address)
I
P 683 617 818
I
L
CITY OF CAMPBEll
70 North First Street
Public Works
Campbell, CA 95006
-1
(name)
(address)
Construction loan no.
(if known)
(name)
(address)
FOLD HERE
I
Dated:
lstrict~
Financial Mgr.
p 1 ma n (title)
)-.Bll- 7nnn
ORIGINAL CONTRACTOR or
Reputed Contractor, if any
P 683 617 819
I
MtLARNEY CONSTRUCTION
340 S. Abbott Avenue
Milpitas, CA 95035
.J
Telephone Number (
L
NOTICE TO PROPERTY OWNER l
If bills are not paid in full for the labor, service, equipment, or materials furnished or to be furnished, a mechanics' lien leading to the loss, through court foreclo-
sure proceedings, of all or part of your property being so improved may be placed against the property even though you have paid your contractor in full. You may
wish to protect yourself against this consequence by (1) requiring your contractor to furnish a signed release by the person or firm giving you this notice before
making payment to your contractor or (2) any other method or deVice which is appropriate under the circumstances.
LENDER'S COpy
Del
DYNAMIC CONSULTANTS, INC.
\-\P':..G 'k.__ \~\'\"-t.~ ~~....~\:-.- (Z\.'-G.
~ &:o~pr- '~~~~B
. 415 Fairchild DMve
Mountllin View, CA 94043
TeL: (415) 967-6982
Fax: (415) 967-6955
o 6500 Dublin Blvd., SUIte 200B
Dublin, CA 94568
Tel.: (510) 833-9555
Fax: (510) 833-0401
o 26 HanglrWllY, Suite F
wotsonville, CA 95076
Tel.: (408) 724-2234
Fox: (408) 721-9106
o 235 Georgia Mall South, Suite A
Vllllejo, CA 94590
Tel.: (707) 647-7187
Fox: (707) 552-0356
P~lT ~\-\~~
May 15, 19921al
LAB NO.:
REPORT TO:
DCI No.: 4139- M02
ltiCilViO
"loW 2 7 \99~
Attention: Kevin McLarney pub\i~ W ork,lfngin..ring
CAMPBELL PLAZA SHOPPING CENTER REMODEL
2365 South Winchester, Campbell, CA.
McLarney Construction, Inc.
340 South Abbott Avenue
Milpitas, California 95035
23998
PROJECT:
SERVICE:
MATERIAL:
SUPPLIER:
SAMPLING
Concrete
RMC Lonestar
5/12192 -- 4.00 Hrs. S.T. - Insp.: Ron Osburn
Cast fmrr (4) flexural bars: slab on grade at entry and bus tmnou~ north end; mix #2604; tnIck
#411; tag #358491; 550 psi; 3" shnnp; concrete temperature 770F; ambient temperature 610F.
Cast east three (3) cylinders: slab on grade at entry and bus turnout, north end; mix #2604;
truek #362; tag #358502; 3,000 psi; 3" shnnp; eoncrete temperature 790F; ambient temperature
670F.
Respectfully submitted,
DYNAMIC CONSULTANTS. INC.
Ie: L R S Associates/Eddy Shen
Ie: Joe Costello
Ie: Bldg. Insp. Dept., Campbell, CA.
~
Ralph Jewell
Field Supervisor
ME""RANDUM/CONF/~~ATION
JOB: ~r(.I- r'A"7 ~
JOB II: }"/O
DATE: ~W'7-
FROM: M.~ C6Jd~f1'"
OF
COPIES: J( frill f'II .. cLtJ~ ~ ~'I
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~"..~.~~ '.~. .'.I.:""~' \. ....'.,...'.......,..../.~I. .'" '..':
.. . :~.'.: " .:., :.lr.GIAR1U1':CON$1'Jl .'ION. ~C..:... .1
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SUBJECTTiS.lte" c.... lir A1~1 (1'C~'77 ~IIJ$
PAGE:
TO:
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CJ Reply Requested
Th..bov.'s OUf und.rsranding oJ decision. mad. Of instructions QllIsn.
Pleas. .dvise Immediately if any uception Is liken.
SIgned /rf: Jr1.fL -4--
~
340 S. Abbott Ave. . Mllpttas. CA 95035.408/26:3.6991. Fa.\:: 408/283-1089 . LIC'. .522892
I
CITY OF CAMPBELL
70 NORTH FIRST STREET
CAMPBELL, CALIFORNIA 95008
(408) 866-2100
Department:
Public Works
laintenance Division
Traffic & Lighting Shop
April 21, 1992
Pacific Gas & Electric Co.
1.. Blaney Ave.
Cupertino, Ca. 95014
Attention:
Is. Pat Cole
Dear Pat,
RS~
"-SIVID
APR 211992
~lic Work
a/Engin..ring
SUBJECT: DISCOIIECTIOI OF CITY OF CmBELL STREET LIGHT 1747 01
VIICBESTER AYE. AT BUDD AYE. \::>En-\U\ \"t"" q \- \S""L
There is a project underway to i.prove the lighting in front of the shopping area along
Winchester Ave. on the ,est side bet,een Budd Ave. and Camen Ave. I al requesting that PG
& E disconnect the overhead feed to our first street light south of Budd on the ,est side of
Winchester. This is a City of Calpbell Jetal pole, 1747. Please let Je kno, ,hen this has been
done. If there are any questions, please call Je at (488) 364-2827.
Sincerely,
~
/ ...............J
. //.'
_ Z i /L---'"
Tony Rucker
Senior Traffic & Lighting Technician
cc: Lynn Snyder
Charlie Gallardo
Chuck GoJeZ
)
'~~". .. ..... -. ..
. .', ,
.. -.-, -. . - ,.--- , .. -
,_::.-~,~ '.~' -I~:->".._~~.-. '_ ..' ,~~__ ~__ .-, "-.: .. - '-:,', ..
. '/ ~:.' ~:l\'Ii:.LARNEYcONSl CTION. Il'iC: .
..< . :,"'. ,.".,,0. .'~'..' ~.~". SONT<<ACI'ORS' . "
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SUBJECT. ~ ~.An D ^' Dj: '1Lt.A if, {, 5', r: /..fA C HSeIl '0
Mr-IfORANDUM/CONFIRMATION
JOB: fA"'~(j.-{(' f(4Zd
JOB#: 1-10
DATE 'f ~ l{J " 1 "-
FROM M" /YI L6'MI.-II-(
TO:
L('r-y or CA~rrc..--(.( - P(.)b(~r
'70 I..{.)/Ln FIX ~ ;;;:"r-!G.)c-r-
~-,~4~ f~<.~-U I (,4 9soo f{
AtrN: e.,llL;UC. ~OM,C-<-
PAGE OF
{Jofi./(.f'COPIES: kUlA! ,ML{AM"::-Y
L, 15 ~ ~r:LiEc;:r-
b/AUl G../..{J- t5( JI--cr--
Phone:
a &: (j;,,; Ii: i tJ Ii... ,~.;:;-' TELCO 0 MEETING U
APR 2 0 1992
Lt\ u ejC " Pubhc Works/Engineering
/
"? C./\ 0<"-1 IL. r'1 .;'1, >Ji N G eN FA ,( '/; A Y t.; - (1- 1 L
:r. f\ r"'\ R-.:cptJ..:.-..frr", ~ n.5 [;)C..A7( o~ or 17't"::'- ',^-~,t'~( e.
',7S/{/-tANIS' fOA '11uf~ (~AJ~ 6-.S_ 4: S .,.-A~ rlL;'()A Y I-r-
11l(LL YAJ:---S- t;/6/\.r. (&') W0~K...r m ,66<< y/;,c r6l.~-.f ,.,.fleA-..
LJ~ NAvS- {hcJ" /A(fiJi?r.,A-n::c.Jo./- ?Lci.4S"c.r 6cfi AN A/v'.fwL--A- ~U'
yu I ~ t.t AS' ~C~( /,L..;-"
_P C;\ 2-l.A. l"T C\ \ - \'SL.- -z...~~s: ~...'~ \L "Q..\,~~ ~ ~
o Reply Requested
The above is our understanding of decisions made or instructions given.
Please advise immediately il any exception is taken.
Signed by: /r1~1 ~~
-_/
340 S. Abbott Ave. . Milpitas. CA 95035 . 408/263-6997 . Fax: 408/263-7089 . Lie. "522892
TO:
City Clerk
Please collect & receipt
for the following monies:
PUBLIC WORKS FILE NO.
q I-I -.r2-
35-3396
ACCT ITEM AMOUNT RECEIPT NO.
3372
3521
3521
3521
Project Revenue (specify project)
Public Works Encroachment Permit Fees:
Application Fee
Plan Check Deposit
Faithful Performance (Cash) Deposit
Other Cash Deposit (specify)
($105)
($500)
(100% of)
(ENGR. EST)
(4%of FPB)
($500 min.)
3372
3373
3373
3373
3373
3372
3372
3372
3372
3372
3370
3380
3395
3510
Plan Check & Inspection Fee ($0 - $100,00010%;
$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
TOTAL
PHONE
$
(Jc
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bl
NAME OF APPLICANT
ADDRESS
FOR
CITY CLERK
ONLY
$
< 3JOo~ oe
ZIP
RECEIVED BY ~ · ~~~tl
DATE
1/3182/
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ENCROACHMENT PERMIT ISSUANCE L .CK LIST
Encroachment Permit No.9'; - /5 .;z/
City of Campbell
Department of Public Works
~App1icant section complete
~App1icant signature and date
~Permit Application fee $100.00 paid
Receipt number <;) Y./ 0:2 /
~P1an check deposit, $500.00 paid
Receipt number c:2;5 J~;( ~
~Five sets of improvement plans submitted
- - - - - --- - - --- -- - - --- - - - - - -- - - - - - - - ---- - - - - --- - - - - - -- - - - - - - - - -- - - - - - - - - - - - --
~Bond for faithful performance, 100% of City Engineer's
estimate, supplied or paid
Amount $ bE'2- 2-sv. L' V Form C () I. D. # B q 3- volt
/
~cash Deposit: 4% of FP bond, $500 min. paid ~~
//' Amount $ /"~'-I~7.-,~D Receipt No. 3LJ<f-s7
~P1an Check ~ Inspection fee of 10% of F.P. Bond for .~
~ amounts of $0 - $100,000; 90 for $100,000 - $500,000; _rJt.
7% for $500,000 and above; $100 min. paid .~ ~.~
Amount $ .:b C- ~~ Receipt No. ~:Z- - c: (). 'c.. to/ 761/ 7 -~ Y . V"^,
7 c:J,-" . 01 7 /J/"U';; C"c"
~Workers' comp~~s';t?"i'o~;;Iinformation received for Appl~~nt --- .lli~1)
(see Information Sheet for Encroachment Permits) ~
_____All other Public Works requirements listed in the
Conditions of Approval of the development.
- - - -- - - - -- --- - -- - - - - - -- - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --
I
LP'~YWorkers' comp and Contractor's Information received for
Contractor (see Information Sheet for Encroachment Permits)
\ !
\ l /)
~./C..-.;Certificate 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 COMPLETE, PERMIT MAY BE ISSUED
Issuer: Initial and date and file with permit
UPON ISSUANCE, INITIATE CHECK REQUEST FOR PLAN CHECK DEPOSIT REFUND
f:pmtcklst (Misc forms)
Revised 4/91
TO:
City Clerk
PUBLIC W"RKS FILE NO.
9/ - /,5d-
ACCT ITEM AMOUNT RECEIPT NO
Please collect & r~ceipt
for the following monies:
3521
Other Cash Deposit (specify)
$
/ ",/:l. I' 0 c2~lll
_:::::OCJ i 0 () !') ~12-1-
35-3396
($200)
3372 Plan Check & Inspection Fee ($0 - $100,000 10%;
$100,000 - $500,000 9%; $500,000 and above 7%; $100 min.)
3373 Project Plans & Specifications ($10)
3373 General Conditions, Standard Provisions & Details ($10 or $1/page)
3373 "No Parking" signs ($1/ea. or $25/100)
3373 Work Area Traffic Control Handbook ($5)
3373 Copies of Engineering Maps & Plans ($.50/sq.ft.)
3372 Final Parcel Map Filing Fee ($450 + $20 per lot)
3372 Final Tract Map Filing Fee ($500 + $20 per lot)
3372 Lot Line Adjustment Fee/Certificate of Compliance ($400)
3372 Vacation of Public Streets and Easements ($500)
3372 Assessment Segregation or Reapp.ortionment
First Split ($500)
Each Additional Lot ($150)
3395 Park Dedication In,lieu Fee per Unit ($4,548)
3370 storm Drainage Area Fee
3380 Public Works Special Projects
3510 Postage
TOTAL
NAME OF APPLICANT /)X2AX{2/'L./]( Lt'l- (~-7L~f!.bhL
ADDRESS 3 {.' /.' tt.~~.ft ~(u. '-tIL. 4-
~~~ CLERK RECEIVED BY %11t
ONLY DATE V:) -lO'- 't)
$ 6o{J. t10
PHONE ~?3-~ 77'7
ZIP 7$0 -:is-
(
CITY OF CAMPBELL
70 NORTH FIRST STREET
CAMPBELL. CALIFORNIA 95008
(408) 866-2100
FAX # (408) 379-2572
Department:
November 11, 1991
Public Works
Campbell Plaza Shopping Center
Mr. Joe Castello
152 Newell Avenue
Los Gatos, CA 95030
SUBJECT: CAMPBELL SHOPPING PLAZA
Dear Mr. Castello:
Included as a condition of site approvals S 90-11 and S 90-12 was
the requirement to provide evidence of recorded vehicular and
pedestrian ingress/egress easements and parking easements on and
over the respective parcels. This condition has not yet been
satisified. Since the remaining Public Works conditions have
been addressed, I will provide an Engineering Division clearance
to the Building Division. This is only one of the required
clearances necessary prior to pulling the building permi ts for
these sites. You can check with the Building Division, 866-2130,
to determine what other clearances need to be received in order
for you to pull the building permi t. The recording of the
reciprocal easements must be completed prior to releasing any
buildings for occupancy.
Please contact Tim Haley in the Planning Department regarding the
content of these easements. He will coordinate wi th Public Works
regarding the final form of these easements.
I f you have any further questions, please gi ve me a call at 866-
2162.
Sincerely:
~
-j1~ ~LL
~ Michelle QUi:::;7
~ Senior Civil Engineer
cc: Tim Haley, Planning
Frank Cauthorn, Building
McLarney Construction, 340 S. Abbott Ave.
Milpitas, CA 95035
MQ:DEVLPMNT\WP\S90ll
v..{) tl'lj d -1.::.., 1;/7 /9 I
TIME r"tTIFICATE OF DEPOSIT (TCD)
BANKgEWEST
Payable to
City of Campbell
Customer Name
Joseph G~ Castello
017
sa. NO,
008
TYPE
893405 Nov. 7. ]99]
ACCOUNT NO, MTB
?:~s ~
Initial
Itlterest Rate
Initial
Annual Yield n / a
4.90
%
Customer I
017-893405
Address
]')7 Npwpll Avp
Acc:ount1enn
90 days
Los Gatos. CA 95030
Contribution Year (IRAs Only)
%
Phone (409 39"-"4 ?9
DepmtAmoootS182,250.00
o Interest will be compounded daily and paid monthly
l1J Simple (uncompounded) interest will be paid
Credit Interest: 0 to this account [J to checking
based on a 365/366 day year and actual days on depmt.
D A... n, OF W7r".
u.ru"^,THF. W L."" r
CAMPBELL .
account I
017-0426-22
o other
p'
NOT PAYABLE BEFORE MAlURITY
NON-NEGOTIABLE
NOT TRAN
1:
TERMS OF DEPOSIT
This is a: (Select one)
o MULTIPLE MATURllY VARIABLE RATE TIME DEPOSIT
This deposit will renew automatically at maturity. See 112 for details about renewals and n for details about changes to the interest rate.
Iil MULTIPLE MATURllY FIXED RATE TIME DEPOSIT
This deposit will renew automatically at maturity. See 'lI2 for details about renewals and about the interest rate that will be paid during a renewal period..
o SINGLE MATURllY VARIABLE RATE TIME DEPOSIT
This deposit will not renew at maturity. No interest will be paid on this deposit after this date. See n for details about changes to the interest rate.
o SINGLE MATURllY FIXED RATE TIME DEPOSIT
This deposit will not renew at maturity. No interest will be paid on this deposit after this date.
1. If this is a varialile rate time deposit - The interest rate will be subject to change on a daily basis depending on whether there has been a
change in:
the Bank's Prime Rate. The interest rate on this deposit will always be % below the Bank's Prime Rate.
The Bank's Prime Rate is a rate determined by the Bank at its discretion based on various factors. including its costs and desired
return, comparable rates of other lenders in the Bank's service area, general economic conditions and other factors. The Bank
uses this rate index as a benchmark for pricing certain types of loans. Depending on the circumstances, such as the amount and
term of the loan, the creditworthiness of the borrower or any guarantor, the presence and nature of collateral and other rela-
tionships between the borrower and the Bank, loans may be priced at, above or below the Dank's Prime Rate.
No notices of changes in the interest \\0;11 be furnished; however you may obtain Prime Rate information by calling or visiting any office of
the Bank at any time.
2. Multiple Maturity Time Deposits - If this is a multiple maturity (renewable) time deposit, it will automatically renew at each maturity, under
the same terms and for the same period as the initial deposit period unless one or more of the following occurs:
a. You withdraw the amount on deposit within ten (to) days (one day for 7-31 day accounts) after a maturity date.
b. At least ten (10) days (5 days for 7-31 day accounts) prior to maturity the Bank sends written notice to you stating that the account
will not be renewed and will be paid at maturity.
c. At least ten (10) days (5 days for 7-31 day accounts) prior to maturity the Dank sends written notice to you stating that the account
will be renewed unless you withdraw the amount as described in 2.a. above. and that some or all of the terms will be changed. The
notice will contain details about the change in terms. If you permit the deposit to be renewed, the new terms become effective.
If you withdraw the deposit within the stated period. or if the Bank does not renew your account, the deposit will not earn interest after the
maturity date.
3. Notices of Maturity - A notice will be furnished to you at the address indicated above (or at such other address as you direct by giving the Bank
written notice of an address change) at least 10 days before the deposit matures. A notice will be sent on the day the account opens for 7-14 day
accounts. If this deposit matures on a day in which the Dank is not open for business, the withdrawal period will begin on the following business
day.
4. Penalty for early withdrawals - THERE WILL BE A SUBSTANTIAL PENALlY FOR EARLY WITHDRAWAL OF YOUR DEPOSIT.
If this is a variable rate deposit, the penalty will be based on the interest rate in effect on the day of the withdrawal. See reverse for details.
120-00981 (Rev. 3/90)
(-:~J;~7C"\~ ~:)
TO:
City Clerk
9/-I,rL
PUBLIC WORKS FILE NO.
35-3396
ACCT. ITEM AMOUNT RECEIPT NO.
Please collect & receipt
for the following monies:
3372
3521
3521
3521
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)
3372
" j J-c~ c.. ,) n. TOTAL
p"-C-rve- t' Li{h'tphLII 1://4-u:A..
NAME OF APPLlCA~.j(JahJnk_1/ p/az..q j)e.ve.lnT~~'f-Co.
r
ADDRESS
3373
3373
3373
3373
3372
3372
3372
3372
3372
3370
3380
3395
3510
FOR
CITY CLERK
ONLY
Plan Check & Inspection Fee ($0 - $100,00010%;
$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
--1
. "'-G'
$ I~ '/'62<-
,
PHONE
ZIP
RECEIVED BY
DATE
f.
II/to J q/
, ,
- ~''''. "'.
Willis Carroon Corporation
:>f S.:;:;t! Jose
ISSUE DATE (MM/DD/YY)
rl
.J___ltLQ_5/~J .
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND,
EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW
1735 ~~chrQlag~ Dr
2~T~ ,J~sa, CA 95110
:3,.J i t 2 5(:q)
COMPANIES AFFORDING COVERAGE
COMPANY A
LETTER
Fir e i~(6 n . _
-. '..1 \. .~
~;. '3
C.] '.::;
H --.. ~."'___"_
'.' ."....,......." .
.~_...- -, '"
f~~~NY B
F i l' ei'!1,3 n .- ':, F'l.{ i1 j ~ 't1-:: _ .'': Q ~' -s
~ c t_ 3 r~ n e f.J ': 0 n s t i"' L: C t i G fl' r r. .:
..:;tr_q~: t1r. F L.ee Malic~
340 South 4bbo~t AY2n~e
f~T~~~NY C
l""~i:(..'i7:a~5
C.4
s-eC':3 ::
f~~~NY D
Republic I~j~~nit~
f~~~~NY E
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
CO
TR
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE POLICY EXPIRATION
DATE (MM/DD/YY) DATE (MM/DD/YY)
ALL LIMITS IN THOUSANDS
A GENERAL LIABILITY
:~ COMMERCIAL GENERAL LIABILITY
CLAIMS MADE :< OCCUR.
:<. OWNER'S & CONTRACTOR'S PROT.
~t.; '~ );. e 2: ~:<:J.l +~, -j
t{) -~)l /'91
lC',-C:l
GENERAL AGGREGATE
$
~2C(~J~:'
AUTOMOBILE LIABILITY
ANY AUTO
ALL OWNED AUTOS
SCHEDULED AUTOS
HIRED AUTOS
< NON-OWNED AUTOS
GARAGE LIABILITY
~i'-'~'~.;:'~J~::~jl C)i~-?'~~8
.00, "J 1 " 91
~.{)/C,:.
PRODUCTS-COM PlOPS AGGREGATE $
PERSONAL & ADVERTISING INJURY $
EACH OCCURRENCE $
FIRE DAMAGE (Anyone fire) $
MEDICAL EXPENSE (Anyone person) $
COMBINED
SINGLE $
LIMIT 1-:,)\'):\
BODILY
INJURY $
(Per person)
BODILY
INJURY $
(Per accident)
2tJ{}'~~;
1 {)~~. C:
....~ ....
"" '_i ../\_
RECEIVED
EXCESS LIABILITY
NOV 0 6 1991
McLARNEY CONST
6~~~~~TY $
EAcH AGGREGATE:
OCCURRENCE
$ $
OTHER THAN UMBRELLA FORM
G
WORKER'S COMPENSATION
AND
EMPLOYERS' LIABILITY
*#FC1;-=;:"~i396
.. ______""__.-..__...'__._ _ ''- _...-_ _.-.-. ..__..__..____ _,,'n__
10/01/91 10/01/92
STATUTORY
$
$
$
(EACH ACCIDENT)
r(5cY5-([)iSEASE-~POLICY- LiMIi)---
. .. .li5oo'..('D1SEAsE=EAc.HEMPLOYEi
OTHER
DESCRIPTION OF OPERATlONS/LOCATIONSNEHICLES/SPECIAL ITEMS
CERTIFICATE HGLDER IS iNCLUDED AS ADDITIG~AL
Il\!SURED PER ENOORSEM€NT C/; 20 10 ArTACHEO AS RESPECTS CO~HR_ # 10.
~ ~ :f;\1T~Y't:'~~~~ ]l~lf~ ;;v: ~,,=,~ ~ ~. ~ _Y'''',~ ~~~ ~?r;r;f= o~~: ~~lt -_ . ~ 10 ~ .,.. ~~ <CT' ~:~~i ~ ~ T '...' ~,~,
crTY OF CAMPBELL
PUELIC lJOR~S DEPT.
70 N. 1ST ST.
C Al1? BELL C A 95008
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
MAIL 10_ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
, LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR
LIABILITY OF ANY KIND UPON T E C ANY, ITS AGENTS OR REPRESENTATIVES.
POLICY NUMBER: MXX80504465
COMMERCIAL GENERAL L1A81LJ,y
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED - OWNERS, LESSEES OR
CONTRACTORS (FORM B)
This endorsement mooilies insurance proviOed under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART.
SCHEDULE
Name of Person or Organ/::ation:
The City of Campbell
Public Works Dept.
:;0 N. 1st Street
Campbell, CA 95008
(ll no entry appears above. information required to complete this endorsement will be shown in the Dec!ar3tions
~s applic:1ole to tnis enoorsemcf'lt.)
WHO IS AN INSURED (Section /I) is amended to induce as an insured the person or organization Shown in the
~checule, out only wit/') resp~ct to tiaoility <:lrising OUt of "your work" for that insureo ~y or for you.
The City of Campbell.,and its respective officers, agents and employees are named
as additional insureds frou and against any claims, loss liability, cost or expense
arising out of or in anyway connected with the construction of the project. This
coverage shall. be primary and any coverage carried by additional insured shall be
excess insurance only.
c: 20 10 ~~ 2S
C.::pyr:cnr. :nsur::nc~ ~~~',icc~ 0tfice. !nc.. ~ c)3~
-;
BANKf>ftEWEST
~ ?iZ'uLt (//7 It? I
TIME t .{TIF1CATE OF DEPOSIT (TCD)
Payable to THE CITY OF CAMPBELL
Customer Name
CAMPBELL PLAZA
017
DR. NO.
04R
TYPE
Rq'Un"i
ACCOUNT NO.
1 1 / O!J. / q 1
o.\1E
If---
Address
152 Newall Ave.
Account 'lenD 1 yr.
Contribution Year (IRAs Only) n/ a
Officer's
Initials
lilitial
Interest Rate
Initial
Annual Yield
5.20
n/a
%
%
Customer I
017893835
LOR GatOR, CA
Phone ( 40~
395-4429
Deposit Amount S
3,900.00
o Interest will be compounded daily and paid
rnI Simple (uncompounded) interest will be paid
Credit Interest: 0 to this account rn to
quarterly
basodOiiB. on a 365/366 day year and actual daYS on deposit.
;// \
~" ~ tJ II Z <3J8 F mhu 1HlllR srAMP
N~ ------- NOTTRANSFERABLE
NOT PAYABLE BEFORE MATURITY
TERMS OF DEPOSIT
This is a: (Select one)
o MULTIPLE MATURIlY VARIABLE RATE TIME DEPOSIT
This deposit will renew automatically at maturity. See'2 for details about renewals and t1 for details about changes to the interest rate.
)( MULTIPLE MATURIlY FIXED RATE TIME DEPOSIT
This deposit will renew automatically at maturity. See'2 for details about renewals and about the interest rate that will be paid during a renewal period..
o SINGLE MATURIlY VARIABLE RATE TIME DEPOSIT
This deposit will not renew at maturity. No interest will be paid on this deposit after this date. See 'lI1 for details about changes to the interest rate.
o SINGLE MATURIlY FIXED RATE TIME DEPOSIT
This deposit will not renew at maturity. No interest will be paid on this deposit after this date.
1. If this is a variable rate time deposit - The interest rate will be subject to change on a daily basis depending on whether there has been a
change in:
the Bank's Prime Rate. The interest rate on this deposit will always be % below the Bank's Prime Rate.
The Bank's Prime Rate is a rate determined by the Bank at its discretion based on various factors, including its costs and desired
return, comparable rates of other lenders in the Bank's service area. general economic conditions and other factors. The Bank
uses this rate index as a benchmark for pricing certain types of loans. Depending on the circumstances, such as the amount and
term of the loan, the creditworthiness of the borrower or any guarantor, the presence and nature of collateral and other rela-
tionships between the borrower and the Bank, loans may be priced at, above or below the Dank's Prime Rate.
No notices of changes in the interest will be furnished; however you may obtain Prime Rate information by calling or visiting any office of
the Bank at any time.
2. Multiple Maturity Time Deposits - If this is a multiple maturity (renewable) time deposit, it will automatically renew at each maturity, under
the same terms and for the same period as the initial deposit period unless one or more of the following occurs:
a. You withdraw the amount on deposit within ten (10) days (one day for 7-31 day accounts) after a maturity date.
b. At least ten (10) days (5 days for 7-31 day accounts) prior to maturity the Dank sends written notice to you stating that the account
will not be renewed and will be paid at maturity.
c. At least ten (10) days (5 days for 7-31 day accounts) prior to maturity the Bank sends written notice to you stating that the account
will be renewed unless you withdraw the amount as described in 2.a. above, and that some or all of the terms will be changed. The
notice will contain details about the change in terms. If you permit the deposit to be renewed, the new terms become effective.
If you withdraw the deposit within the stated period. or if the Bank does not renew your account. the deposit will not earn interest after the
maturity date.
3. Notices of Maturity - A notice will be furnished to you at the address indicated above (or at such other address as you direct by giving the Bank
written notice of an address change) at least 10 days before the deposit matures. A notice will be sent on the day the account opens for 7-14 day
accounts. If this deposit matures on a day in which the Dank is not open for business, the withdrawal period will begin on the following business
day.
4. Penalty for early witbdrawals - THERE WILL BE A SUBSTANTIAL PENALlY FOR EARLY WITHDRAWAL OF YOUR DEPOSIT.
If this is a variable rate deposit, the penalty will be based on the interest rate in effect on the day of the withdrawal. See reverse for details.
120-00981 (Rev. 3190)
CITY OF rNflIlElL, CITY ENGIt&R'S ~Ia. ~n~TE
Ad:tess Z 3c:;, Y ()) oj gJ.l, B Te/Z
.
~
PERMIT t<<). 9! -/.S'" 2 V?zm
I7f -D, I~. date ~ - ~ -r'2.
!o\rface Ccnstru:ticn
Cleerirv & GnJi)irv ~ ~ Estillllte
Saw:utt Calcrete o IF ill "$4.50
Calcrete R8lD\I8l At 52 t/ SF ill *SS.50
Qri) & Q.ltter R8lD\I8l ?-"J..'f LF. "S5 .50
Inlot Drain with Pipe EAiil S6OO.oo
Qri) & Q.ltter '2.1..1.( LF. $16.00
Sidel.&lJc ,,2.c{~ SF. S4.50
Driveway AJ:p'oac:h 83~ SF. 56.00
Hardi~ Rarp EAiil S475.oo
Extn..d!d Qri) --. EA. 10.00
Barri cade LF . S60.oo
Street Excavaticn ~~8 SF x (SO.12) x ( I)" ")
II; P8YaIB'1t l( t.; g SF x (0.35) x ( t1..- ")
Adjust MIrhole to Grade EAiil $425.00
Adjust tllrdlole to Grade EAiil S325 .00
Ib'ulEnt Sax w/MaUnI!nt EAaI $700.00
Street Tree (15-gallcn) /e EAiil S350.oo
P8YaIB'1t Stripirv ($100mn) LF iil $ .75
P8YaIB'1t Legerd!; ($100mn) EAiil SSO.OO
St~, Street Nan! other Si!1l EAiIl $140.00
P8YaIB'1t MarIcer EA. $17.00
P8YaIB'1t Key QJt - LF iil $10.00
!o\rface Slbtotal liS"
Adjust for size: liS" < S30,lXXl,ad:I 20%, liS" > $1oo,lXXl,Slbtract 111X
Street Lidltim
Electrol ier
CadJi t
iil S22OO.oo
$10.00
$2.00
iil S2OO.oo
Ca\:U:tor, pair
Pull Sax
Storm Drai nEI!Ie
12- or 15" RCP
18" or 21" RCP
Street Inlet
IW'hole
BreeIc & Enter MIrhole
LF iil $70.00
LF iil sm.oo
EA iil $1750.00
EA iil S25OO.oo
EA. S750.oo
revi sed 6191
TOTAL ESTIMATE
USE FeR IUD
F:cxn:ost
I%,~ ',.;; S-t>O
=$
=$
=$
=$
=$
=$
=$
=$
=$
=$
=$
=$
=$
=$
=$
=$
=$
=$
=$
=$
=$
=$
=$
=$
=$
(+ or -) = $
$
$
-
~ '?8eJ. (k)
~ ~.3 cf. 6-CI
!/ 232, (j- (')
.
j/s-a If or>
~.3.J(:J
,
5. OJ (p, &()
,
-
? c,/-3: /Z-
~, ~ I. / t.. ") ,
~
J'
, ..
~/3o~_(rh rl
l'
------
<
\J
.j
\1
\' )
,\J
3cf' 06b,~ ~ "
.J
".
, )
.~
=$
=$
=$
=$
=$
=$
=$
=$
=$
=$
:,~
r
,
\'
)
"
r-
r..
~
J
(\
, \
CITY OF rNAlELL, CITY ENGIt.eR'S lDSTRl.CTICJI ~::'IIM.\TE
Actress /3?r-~. 2~~'=-_ )jo~:, /c:.f~"~
/
9.rface Ccnltru::tim
PERMIT I{).
. "ot..1
uy (.
)/.
,r ,./
CLearirg & GrU::birg luJp SUn Estinate
Sal:utt Ccrcrete /.2':: LF iil '*$4 .50
Ccrcrete RBlDVaL ~/ ,'-, I SF iil *S3.50
";. ,r_.. _ t"\
D.J'b & QJtter RBlDVal ,.
LF lil *$S.50
InLot Drain with Pipe EAiil S6OO.oo
D.J'b & QJtter LF iil $16.00
Sidel.BLk ~r())7- SF lil S4.50
(--- --' ~
Drivaey ~ SF lil $6.00
Hcn:li ap RlIIp II EAiil S475.oo
/,
Extn.ded D.J'b EAiil 10.00
Bard ca:ie LF iil $60.00
./"1- / / /"\ /0
Street Excavatim j.....,\ ( , I SF x (SO.12) x ( ")
K; PaYarEnt ( / (0.35) x
/ SF x ( .~ ")
Adjl.St MtrhoLe to Grade EAiil S425 .00
Adjl.St Hal:hoLe to Gra:le EAiil S325 .00
Mcrunent Box W/MCnlIB1t EAal $700.00
Street Tree (15-gaLLa'l) /-; EAiil $350.00
P8IISIErlt Stripirg ($100nin) LF lil $ .75
P8IISIErlt Legerds ($100nin) I) EAiil $50.00
Stq:>, Street Nane other Sigl EAiil $140.00
PaYarEnt Marker I<-,,~ EAiil $17.00
PaYarEnt Key QJt LF iil $10.00
I"'.:) (' ,,(}C' 1_____ / '/ (. C. <':;",.:
/' {?/ .! (
../ - -----.-.' V _ ' j' C
I /' ,-
,
Slrface SlbtotaL liS"
Adjl.St for size: ''sr' < S30,CKXl,ad:l 20%, ''sr' > $1oo,CKXl,Slbtract 10%
Street Li!tltil'll
ELectroLier
Cal:iIi t
/:
. (- EA iil S22OO.oo
I, r: ~. 7 LF lil $10.00
I
~, ,-,:;? 7 LF lil $2.00
V EA iil S2OO.oo
Ccrd.I::tor, psi r
PuLL Box
Storm Drairege
12- or 15" RCP
LF lil $70.00
LF iil $00.00
EAiil $1750.00
EAlil S25OO.oo
EAiil $750.00
TOTAL ESTIM.\TE $
USE FCR IIH> $
18" or 21" RCP
Street InLet
Mlrhole
Break & Enter MtrhoLe
revi sed 6J91
F: CO"COSt
(+ or -)
// 'f. ;'"7 -
= $ / (0/ / 'I / " . ()
= $ :5/ h ~/:~ . .
=$
=$
=$
=$
date
=$
=$
=$
=$
=$
=$
=$
=$
=$
=$
=$
=$
=$
=$
=$
=$
=$
=$
//
.'
.,
~ -"
=$
=$
=$
=$
=$
r
r-:-' -...
.J
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To:
Hank Imokawa
October 30, 1992
From:
Chris Pena
Regarding: Preliminary inspection of new signal equipment at Budd Ave. and
Winchester Blvd. (permit #91-152)
===================================================================
See plans for reference locations.
~.
Location B:
NOV 01 IS92
1. Touch up framework and signals with paint.
2. Tighten ground bushing in signal pole.
lJublic Iv';.; CC.':". ;;:ngL~~';;:'lnJ
Location C:
1. Re-grout #5 pullbox, duct seal all conduits, and flush lid with walk.
2. Clean out pullbox.
3. Grout around top lip of pullbox flush with surrounding sidewalk.
4. Install proper set screw at top of framework at "T" fitting.
Location D:
1. Bore drain hole in bottom of pull box.
2. Bond signal standard conduit.
3. Install bond wire for main conduit into cabinet.
4. Bond service conduit.
5. Install correct size fuses (5 amp) for streetlighting.
Location E:
1. Supply intersection as built.
Location A:
1. Secure phase 1 signal onto framework.
To:
Chuck Gomez
October 30, 1 j92
From:
Chris Pena
Regarding: Third lighting inspection for Safeway project (#91-152)
---------------------------------------------------------------
---------------------------------------------------------------
*See map for locations
Location 4:
Bore drain hole in service box.
Location 5:
Install new #5 pullbox (existing box has damaged lip).
Location 6:
Interconnect......Install pull rope in #5 pull box.
Location 7:
Install ground rod in #3.5 pullbox at back of curb.
Grout #3.5 pull box at back of curb.
Install pull rope in Interconnect conduit at south end of work area.
General Notes: Install duct seal on all streetlighting conduits.
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To:
Chuck Gomez
Assistant Engineer
.ECIIV~;J
NOY 13 1992
11/12/92
Pg. 1 of 3
From:
vince Huppe
Park Supervisor
Public WorbjEngineering
Subject: Campbell Plaza Renovation
Permit #91-152
Chuck, the following are the deficiencies as noted by the Parks
section concerning the trees planted on Winchester Boulevard, Budd
Avenue, and Nido Drive. The inspected trees only encompass the trees
planted in the sidewalk treewells adjacent to the above mentioned
streets.
winchester Boulevard
In general the thirteen trees along Winchester Boulevard have the
following deficiencies. Inconsistencies in bubbler heights were
noted. Some bubblers could not be found and were presumed buried
while others were 6" above grade. The bubbler distance from the tree
varied from 12" to 18". There were no P.V.C. tubes with drain rock
encircling the bubblers. Root Barriers had a similar pattern of
inconsistency, most were buried and couldn't be found. Distances of
the rootbarriers from the tree varied from 5" to 12". Grading
problems were also evident. Some of the trees stakes were observed
rubbing up against the tree trunk and were of varying heights. Some
stakes were installed outside the rootbarriers while others were
installed on the inside. One tree was planted too high and girdled
roots were apparent.
Budd Avenue
In general the 11 trees on Budd Avenue from Winchester Boulevard have
the following overall deficiencies. No P.V.C. tubes with drain rock
was installed. Bubbler heights ranged from 1" below grade to 4"
above grade. Distances of bubblers from the tree ranged from 4" to
24". Rootbarriers were very apparent on some trees while on others
no evidence of installation of the barriers was observed possibly
because they were buried. Tree stakes also varied in distances from
the tree with some stakes actually rubbing up against the trunk of
the trees. Inconsistency in the use of one stake as opposed to two
stakes was also apparent as was the installation of the stakes inside
or outside the rootbarriers. Tree tie types varied from the cinch
type versus the more traditional corded strap tie. In most of the
trees the cinch type ties were attached to high into the canopy. All
cinch type ties will need to come off soon so as to prevent girdling
of the trunk.
The Chinese pistache closest to Winchester Boulevard will need
pruning for safe bicyclist passage in the near future as well as
heading back for health and aesthetic value.
Campbell Plaza Renovation Cont'd
IECEi~...r.)
NOV 131992
Pg. 2 of 3
Nido Drive
Public Work./Engineoring
In general much of the workmanship pertaining to the 27 trees
installed on Nido Drive is clearly unacceptable. The rootbarriers
have been installed backwards which greatly negates the barriers
ability to prevent sidewalk uplifting. Some trees have rootbarriers
others either do not or are buried. Root barrier height varies
significantly from below grade to as much as 6" above grade.
Rootbarriers were installed so as to make contact and encircle the
rootball of the trees and greatly restrict the lateral growth of the
roots and reduce the vigor of the trees. No backfill of native soil
was used between the rootbarrier and rootball. Voids as large as 3"
exist between the rootbarrier and the rootball giving the tree roots
contact with native soil only through the bottom of the planting
hole. Most of the trees have been planted too high with the rootball
extending as much as 6" above grade. Many of the tree stakes are too
close with some stakes rubbing the main trunk. Stakes have been
installed inside and outside the rootbarrier. Towards the end of
Nido Drive stakes and trees have been broken in half or removed. In
some cases tree ties have been attached to low or too high.
Different types of ties have been used. The cinch type ties will
eventually girdle the trunk of the tree due to being attached too
tightly and because of the nature of the tie. The bubblers distance
from the tree varies from 3" to 28" which will be detrimental to the
tree. Sprinkler height varies from 1" below grade to 3" above
grade. No P.V.C. tube and drain rock was installed to enclose the
bubbler meant to be below grade. Tall weeds were observed in a
number of treewells. The last tree on Nido is diseased at the base
of the trunk.
The following guidelines are to be used to correct the deficiencies
on Winchester Boulevard, Budd Avenue and Nido Drive as described in
this memo. These guidelines reflect the plans and specifications for
this project as well as City specifications and Industry standards.
. Bubblers shall be placed below grade in 30" long, 4" diameter
schedule 40 PVC perforated pipe sleeves fitted with clean 3/4 inch
maximum size drain rock to a point 2" below bubbler. A threaded slip
cap will installed at top of sleeve
. The bubbler shall be 14" from trunk of tree
. An anti-drain valve will be installed at any bubbler subject to
line drainage.
. All trees shall have rootbarriers installed.
. Rootbarriers are to be at grade not below or above.
. Rootbarriers are to be installed with the raised deflecting ribs
faced inward towards the tree.
. Rootbarriers are to be not less than 22 inches in diameter with the
tree centered in the planter.
Campbell Plaza Renovation Cont'd
Pg. 3 of 3
. Sufficient native soil is to be between the rootball and
rootbarrier so as not to have voids and to allow soil to root
contact and to provide sufficient stabilization of the tree.
. Tree stakes will be no more than 7 feet from grade.
. Wooden stakes will be installed inside of rootbarriers.
. Stakes rubbing against trunk of tree will be re-installed at a
proper distance so as not make contact with trunk.
. Tree ties will be 24" corded type and not cynch type ties.
. Tree ties will be in a figure 8 configuration.
. Upper tree tie will be located 6" below top of stake. Bottom tree
tie will be located 2'6" below upper tie.
. The crown of the trees will be 1" minimum above grade not to exceed
2" and native soil is to be placed so as to cover the rootball.
. Trees that exhibit girdled roots will be removed and replaced.
. Trees showing signs of disease will be removed and replaced.
. Grading shall allow water to evenly disperse in the treewell
without accumulating in one spot or having runnoff away from tree.
. All weeds and construction debris will be removed from site.
R E (;; -= IV~ l~)
NOV 13 1992
Public WorkJ/Engineoring
Transmittal
MBH
ARCHITECTS
To
Date
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Project # 2q r ~^. .-..V\a () 0
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Facsimile No.
For Your
o Information
::J Records/Files
Action Required
Delivered Via
Quantity
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o Approval
o No Action Required
o Sign and return to this office
o Messenger
o Overnight Express
Description/Remarks
o Distribution
o Review and Comment
:3
:3
:3
:3
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o Indicated on Item Transmitted
o Comment and return to this office :3
o Facsimile
o Separate cover
:3 See remarks below
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:J Express :J Pick-up 3'1Vlall .J Facsimile
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:3 Express :I Pick-up .J Mall .J Facsimile
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McNulty. Brlskman. Heath /1305 Marina Village Parkway, Suite 101, Alameda, California 94501 /510865.8663, Fax 510865.1611
PROJECT: Can ~II PlazZl- SZltewaV store #1293
SECTION 02!D)
LANDSCAPE PlANTING
PART 1 - GENERAL
RECEIV~~
NOV 18 1992
Public Works/Engine.rinlJ
1.01 PROVISIONS
The requirements of the "General Conditions of the Contract" and of "Division 1 -
General Requirements" shall apply to the work of this section as fully as if they
were repeated herein.
Definition: The word "Architect" as used herein shall refer to the owner's
authorized representative.
1.02 SCOPE OF WORK
Furnish all labor, material, equipment and services necessary to provide all
landscape planting, complete in place, as shown and specified.
A. Work specified in this section: Soil preparation, planting, seeding, staking and
clean-up.
1.03 RELATED WORK SPECIFIED ELSEWHERE
1. Section 02218 - Landscape Topsoil.
2. Section 02219 - Landscape Finish Grading
3. Section 02811 - Landscape Irrigation System
4. SectIon 02910 - Landscape Maintenance and Plant Establishment
1.04 QUAUTY ASSURANCE
A. Source Quality Control:
1. Submit documentation to Architect within fifteen (15) days after award of
Contract that all plant material Is available. Contractor shall be
responsible for all material listed on plant list. Any and all substitutiorns
LANDSCAPE PLANTING
02900-1
PROJECT: Car !l1P1aza-SafewavStore#1293
due to unavailability must be requested in writing prior to confirmation of
ordering. All materials shall be submitted to inspection by Architect at any
time after confirmation of ordering.
2. Submit documentation to Architect at least 60 days prIor to start of planting
that all plant material has been ordered. Arrange procedure for inspection
of plant material with Architect at time of submission.
3. Plants shall be subject to inspection and approval of Architect at place of
growth or upon delivery to site for conformity to specifications. Such
approval shall not impair the right of inspection and rejection during
progress of work. Submit written request for inspection of plant material at
place of growth to Architect. Written request shall state the place of growth
and quantity of plants to be inspected. Architect reserves the right to refuse
inspection at this time it, in his judgment, a sufficient quantity of plants is
not available for inspection.
4. The Contractor shall submit specifications of any item being used on site
upon the request of the Architect.
1.05 PRODUCT DELIVERY. STORAGE AND HANDLING
A. Delivery
1. Deliver fertilizer to site in original unopened containers bearing
manufacturer's guaranteed chemical analysis, name, trademark and
conformance to State Law.
2. The Contractor shallfumish Architect with copies of receipts for all
amendments specified In Section 2.01 Materials or amended by the
required Soils Report specified in Section 02218 - Landscape Topsoil.
3. Deliver all plants with legible Identification labels.
a. Label trees, evergreens, bundles of containers of like shrubs or
groundcover plants.
b. State correct plant name and size indicated on pfant list.
c. Use durable waterproof labels with water-resistant ink which will
remain legible for at least 60 days.
4. Protect plant material during delivery to prevent damage to root ball or
desiccation of leaves.
5. The Contractor shall notify the Architect seven (7) days in advance of
lANDSCAPE PLANTING
02900-2
PROJECT: Car, ~I Plaza - Safewav Store #1293
delivery or all plant mater1alS ana snail suOmlt an ltemlzea list or me plantS
in each delivery.
8. Storage:
1. Store plant material in shade and protect from weather. Temporary
shaded area shall be provided by Contractor.
2. Maintain and protect plant material not to be planted within four (4) hours
in a healthy, vigorous condition.
C. Handling: The Contractor is cautioned to exercise care in handling, loading,
unloading and storing of plant materials. Plant materials that have been
damaged in any way will be discarded and if installed, shall be replaced with
undamaged materials at the Contractor's expense.
1.06 JOB CONDITIONS
A. Perform actual planting only when weather and soil conditions are suitable in
accordance with locally accepted practice.
B. Scheduling: Install trees, shrubs and liner stock plant material before
. hydraulic seeding is commenced.
1.07 SAMPLES AND TESTS
Architect reserves the right to take and analyze samples of materials for
conformity to specifications at any time. Contractor shall furnish samples upon
request by Architect. Rejected materials shall be immediately removed from the
site at Contractor's expense. Cost of testing of materials not meeting
specifications shall be paid by Contractor.
A. Drainage Test
1. Test tree pits in parking lot islands and treewells in paved areas for rate of
drainage prior to planting trees. Notify Architect a minimum of four days in
advance of test to schedule review and observation of test.
2. Install gravel filled aerator pipe as determined by Architect upon
completion of testing. Contractor shall furnish a unit price for this work with
bid for use In determining value of Change Orders which may be
necessary if aerator pipes are required.
1.08 GUARANTEE AND REPLACEMENT
All plant materials installed under the Contract shall be guaranteed against any
LANDSCAPE PLANTING
02900-3
PROJECT: Can il Plaza- Sa1eWav Store#1293
and all poor, inadequate or inferior materials andlor workmanship as noted in
Section 02910 - Landscape Maintenance and Plant Establishment.
PART 2 - PRODUCTS
2.01 MATERIALS
A. The following organic soil amendments and fertilizer are to be used for bid
price basis only. Specific amendments and fertilizer specification will be
made after rough grading operations are complete and soil samples are
tested as specified in Section 02218 -Landscape Topsoil.
8. All materials shall be of standard, approved and 1irst-grade quality and shall
be in prime condition when installed and accepted. Any commercially
processed or packaged material shall be delivered to the site in the original
unopened container bearing the manufacturer's guaranteed analysis.
Contractor shall supply architect with a sample of all supplied materials
accompanied by analytical data from an approved laboratory source
illustrating compliance or bearing the manufacturer's guaranteed analysis.
C. Organic Amendment
1. Nitrogen stabilized: 0.56 to 0.84% N based on dryweight for wood residual
or rice hulls.
2. Particle Size:
95% - 100% passing 6.35 mm standard sieve.
80% - 100% passing 2.33 mm standard sieve.
3. Salinity: The saturation extract conductivity shall not exceed 3.5
millimhoslcentimeter at 25 degrees centigrade as determined by saturation
extract method.
4. Iron Content Minimum 0.08% dilute acid soluable Fe on dry weight basis.
5. Ash: 0-6.0% (dry weight)
D. Soil Amendment
1. Soil sulfur: Agricultural grade sulfur containing a minimum of 99% sulfur
(expressed as elemental).
LANDSCAPE PLANTING
02900-4
PROJECT: Can. _ .!II Pfaza - Satewav Store #1293
2. Iron SUlfate: 20% Iron (eXpressed as metallic Iron), derived rrom ferric and
ferrous sulphate, 10% sulfur (expressed as elemental).
3. Calcium Carbonate: 95% lime as derived from oyster shells.
4. Gypsum: Agricultural grade product containing 98% minimum calcium
su I phate.
5. Amend: Available from Kellogg Supply Company.
E. Fertilizer:
1. Planting fertilizer: Pelleted or granular form shall consist of the following
percents by weight and shall be mixed by commercial fertilizer supplier:
6% nitrogen
20% phosphoric acid
20% potash
2. Planting Tablets:
a. Shall be slow-released type with potential acidity of not more than 5%
by weight containing the following percentages of nutrients by weight:
20% nitrogen
10% phosphoric acid
5% potash
2.6% combined calcium
1.6% combined sulfur
.35% iron (elemental) from ferrous sulfate
b. Shall be 21 gram tablets as manufactured by Agriform or approved
equal, applied per manufacturer's Instructions.
3. Sulphate of potash: 0-0-50
4. Single super-phosphate: Commercial product containing 18-20%
available Phosphoric Pentoxide, or equal.
5. Urea formaldehyde: 38-0-0
F. Import Top Soil: Shall be as specified In Section 02218 - Landscape Topsoil.
G. Plant Material:
1. Plants shall be in accordance with the California State Department of
LANDSCAPE PLANTING
02900-5
PROJECT: Can JfIPlaza-Sa1ewavStore#1293
Agricuiture's regulation for nursery inspections, rules and rating. All plants
shall have a normal habit of growth and shall be sound, healthy, vigorous
and free of insect infestations, plant diseases, sunscalds, fresh abrasions
of the bark, excessive abrasions or other objectionable disfigurements.
Tree trunks shall be sturdy and have well "hardened" systems and
vigorous and fibrous root systems which are not root or pot-bound. In the
event of disagreement as to condition of root system, the root conditions of
the plants furnished by the Contractor in containers will be determined by
removal ot earth from the roots at not less than two plants or more than two
percent of the total number of plants of each species or variety. Where
container-grown plants are from several sources, the roots of not less than
two plants ot each species or variety from each source will be inspected.
When the sample plants inspected are found to be detective, the Architect
reserves the right to reject the entire lot or lots of plants represented by the
detective samples. The Architect is the sole judge as to acceptability. Any
plants rendered unsuitable for planting because of this inspection will be
considered as samples and will be provided at the expense of the
Contractor.
2. The size of the plants will correspond with that normally expected for
species and variety of commercially available nursery stock or as
specified on drawings. The minimum acceptable size of all plants
measured before pruning with the branches in normal position, shall
conform with the measurements, if any, specified on the drawings in the list
of plants to be furnished. Plants larger in size than specified may be used
with the approval of the Architect, but the use of larger plants will not
change the original Contract price. 11 the use of larger plants is approved,
the ball of earth or spread of roots for each plant will be increased
proportIonately.
3. All plants not conforming to the requirements herein specified shall be
considered detective and such plants, whether in place or not, shall be
marked as rejected and immediately removed from the site of the work and
replaced with new plants at the Contractor's expense. The plants shall be
of the species, variety, size and conditions specified herein or as shown on
the drawings. Under no conditions will there be any substitutions of plants
or sizes listed on the accompanying plans, except with the express
consent of the Architect.
4. Pruning: At no time shall trees or plant materials be pruned, trimmed or
topped prior to delivery and any alteration of their shape shall be
conducted only with the approval and when in the presence of the
Architect
5. Plant material shall be true to botanical and common name and variety as
specified in · Annotated Checklist of WoOOy Ornamental Plants in
LANDSCAPE PLANTING
02900-6
PROJECT: Cam~..A!f1 Ptaza- Safewav Store #1293
Call'romla, oregon and Washington, M publiShed by me University or
California School of Agriculture (1979).
6. Nursery Grown and Collected Stock:
a. Grown under climatic conditions similarto those in locality of project.
b. Container-grown stock shall be in a vigorous, healthy condition with the
root system hardened off, and not root-bound.
c. Use only liner stock plant material which is well established in
removable containers or formed homogenous soil sections.
7. Substitute plant material will not be permitted unless specifically approved
in writing by the Architect.
8. Sod: shall be well established, free of disease and insects and be in a
healthy and vigorous growing condition. Sod shall be "Warren's
Adventure", "Olympic", "Falcon" or approved equal.
H. Staking Materials: Install per plant legend.
1. Wood tree stakes: Lodge pole pine, full treated with Coppemapthanate
Wood Preservative in strict accordance with Federal Spec. TT-W-572
TYPE I Composition a, 2" (min. nominal size) diameter x 10' long, no split
stakes.
2. Pipe tree stakes: Sch. 40 steel pipe, 1-1IZ' diameter with cap, primed and
painted before installation with two coats white exterior enamel. Touch up
in field to match shop condition.
3. Ttes:
a. 36" corded rubber tie as manufactured by Gro-Strait Products (415) 934
4106, wire and hose tie by Nunes Turtgrass, or approved equal.
b. Rigid Tle Stock #LP 24" as manufactured by V.I.T. Company or
approved equal.
I. Tree Paint: Morrison tree Seal, Cabot Tree paint, or equal.
J. Water. Fumished by OWner, transport as required.
K. RootIMoisture barrier shall be 'Deep Root', 48" wide, as manufactured by
Deep Root Corp., (714) 89&0563.
LANDSCAPE PLANTING
02900-7
PROJECT: Car aU Plaza - Safewav Store #1293
L Mulch:
1. "Walk-On-Bal1<' as supplied by Sequoia Forest Products.
2. The mulch shall consist o11lbrous, woody bark mixture 01 varied particle
size such that
Physical Properties: Percent Passing
Sieve Size
90-100
80-100
2O-SO
25.4 mm (1")
12.7 mm (1/2")
6.35 mm (1/4")
M. Charcoal Treatment: Incorporate activated carbon charcoal to neutralize soil
sterilant if present in existing in soil and as required by Horticultural Soils
Suitability Test and Report specified in Section 02218 - Landscape Topsoil.
N. Gravel Filled Aerator Pipe: 4" diameter perforated PVC pipe fllled with drain
rock.
PART 3 - EXECUTION
3.01 INSPECTION
A. Obtain owner certification that final grade to +0.10' has been established prior
to commencing plantlng operations. see Section 022S0 - Landscape Finish
Grading. Provide for inclusion 01 all amendments, settling, etc. Landscape
contractor shall be responsible for shaping all planting areas as indicated on
plans or as directed by Architect.
B. Inspect trees, shrubs and liner stock plant material for injury, insect infestation
and trees and shrubs for improper pruning.
C. Do not begin planting 01 trees until deficiencies are corrected or plants
replaced.
3.02 PREPARATION
A. Soil Preparation:
1. After approximate finished grades have been established, soil shall be
conditioned and fertilized in the following manner. Amendments shall be
uniformly spread and cultivated thoroughly by means of mechanical tiller
LANDSCAPE PLANTING
02900-8
PROJ ECT: CSt ell Plaza - Satewav Store #1293
Into tne top 0- Of SOli: The fOllOWIng organic, soli amenamentS, fertilIzer
rates and quantities are to be used for bid basis only. Specific planting
specifications will be made after rough grading operations are complete
and soil samples are tested as specified in Section 02218 -
Landscape TopsoIl.
Application Rates (Per 1,000 square feet):
a. Nitrogen stabilized organic amendment - 6 cu yds.
b. Planting fertilizer - 15 100.
c. Agricultural gypsum - 200 Ibs.
d. Soil sulphur - 20 Ibs.
e. Activated Carbon Charcoal - 8 Ibs. (applied in two equal passes 6"
deep).
2. At time of planting, the top two inches of all areas to be planted or seeded
shall be free of stones, stumps, or other deleterious matter 1" in diameter or
larger and shall be free from all wire, plaster or similar objects that would
be a hindrance to planting or maintenance.
8. Final Grades: shall be as specified in Section 02219 - Landscape Finish
Grading and as follows:
1. Minor modifications to grade may be required to establish the final grade.
2. Finish grading shall insure proper drainage of the site as determined by
the Architect
3. Surface drainage shall be away from all building foundations.
4. Eliminate all erosion scars prior to commencing maintenance period.
C. Disposal of Excess Soil: Dispose of any unacceptable or excess soil at an
offsite location approved by OWner.
3.03 PLANTING INSTALLATION
A. General:
1. Actual planting shall be performed during those periods when weather and
soli conditions are suitable and In accordance with locally accepted
practice, ~ approved by the Archl1ecl
LANDSCAPE PLANTING
02900-9
PROJECT: C8I ell Plaza- Sa1ewav Store#1293
2. Only as many plants as can be planted and watered on that same day
shall be distributed in a planting area.
3. Containers shall be opened and plants shall be removed in such a manner
that the ball 01 earth surrounding the roots Is not broken and they shall be
planted and watered as herein specified immediately after removal from
the containers. Containers shall not be opened prior to placing the plants
in the planting area.
B. Pre-Plant Weed Control:
1. If live perennial weeds exist on site at the beginning of work, spray with a
non-selective systemic contact herbicide as recommended and applied by
an approved licensed landscape pest control advisor and applicator.
Leave sprayed plants intact for at least fifteen (15) days to allow systemic
kill.
2. Clear and remove these existing weeds by mowing or grubbing off all plant
parts at least 114M below the surface of the soil over the entire area to be
planted .
3. After irrigation system is operational apply water for fIVe (5) to ten (10) days
as needed, to achieve weed germination. Apply contact herbicides and
wait as needed before planting. Repeat, if required by Architect.
4. Maintain site weed free until final acceptance by Owner utilizing
mechanical and chemical treatment.
C. Lay-out of Major Plantings: Locations for plants and outlines of areas to be
planted shall be marked on the ground by the Contractor before any plant pits
are dug. All such locations shall be approved by the Architect. If underground
construction or utility line is encountered in the excavation of planting areas,
other locations for planting may be selected by the Architect. Layout shall be
accomplished with flagged grade stakes indicating plant names and specified
container size on each stake. It shall be the contractors responsibility to
confirm with the owner's superintendent and governing agencies the location
and depth of all underground utilities. and obstructions.
D. Planting of Trees and Shrubs:
1. Excavation for planting shall include the stripping and stacking of all
acceptable topsoil encountered within the areas to be excavated for
trenches, tree holes, plant pits and planting beds.
2. Excess soil generated from the planting holes and not used as backfill or in
establishing the final grades shall be removed from the site.
LANDSCAPE PLANTING
02900-10
PROJ ECT: Can ,~I Ptaza - Sa1ewav Store #1293
3. Protect all areas from excessive compaction wnen tTUC/(Jng plants or other
material to the planting site.
4. Center plant in pit or trench.
5. Face plants with fullest growth into prevailing wind.
6. Set plant plumb and hold rigidly in position until soil has been tamped
firmly around ball or roots.
7. All excavated holes shall have vertical sides with roughened surfaces and
shall be of a size that is twice the diameter and one-half times the depth of
the root ball for all trees and shrubs.
8. Container plants shall be backfilled with:
6 parts by volume amended on-site/import soil
4 parts by volume organic amendment
11b. 6-2<}.2Q fertilizer mix per cu. yd. of mix
2 Ibs. iron sulphate per cu. yd. of mix
The preceding is for bid basis only and specific backfill specifications will
be made after rough grading operations are complete and soil samples
are tested as specified in Section 02218 - Landscape Topsoil.
9. All plants which settle deeper than the surrounding grade shall be raised
to the correct level. After the plant has been placed, additional backfill
shall be added to the hole to cover approximately one-half of the height of
the root ball. At this stage, water shall be added to the top of the partly
filled hole to thoroughly saturate the root ball and adjacent soil.
10. Can Removal:
a. CUt cans on two sides with an acceptable can cutter.
b. Do not injure root ball.
c. Do not cut cans with spade or ax.
d. After removing plant, superficially cut
edge roots with knife on three sides.
11. Box Removal:
a. Remove bottom of plant boxes before planting.
LANDSCAPE PLANTING
02900-11
PROJECT: Cm. ~etlptaza-SafewavStore#1293
b. Remove sides of box without damage to root ball after positioning plant
and partially backfilling.
12. Plant Tablets:
a. After the water has completely drained, planting tablets shall be as
indicated below.
One tablet per one-gallon container
Two tablets per five-gallon container
Three tablets per l&gallon container
Four tablets per 24" box
b. Planting tablets shall be set with each plant on the top of the root ball
while the plants are still in their containers so the required number of
tablets to be used in each hole can be easily verified by the Architect.
c. Place planting tablets not greater than 3" below finish grade at edge of
root ball.
13. Backfill:
a. The remainder of the hole shall be backfilled and hand-tamped firm.
b. After backfilling, an earthen basin shall be constructed around each
plant Each basin shall be of a depth sufficient to hold at least two (2)
inches of water. The basins shall be constructed of amended backfill
materials. Remove basin in all turf areas after initial watering.
14. Pruning:
a. Pruning shall be limited to the minimum necessary to remove injured
twigs and branches and to shape the plant material as directed by the
Landscape Architect. Pruning may not be done prior to delivery of
plants. Cuts over 3/4" in diameter shall be painted with tree paint.
15. Staking: Staking of all trees shall be completed Immediately after planting.
All stakes shall be Installed plumb and as Indicated in details.
E. Planting of groundcovers:
1. Groundcovers plants shall be grown in flats as indicated on the plans.
Flatgrown plants shall remain in those flats until transplanting. The flat's
soil shall contain sufficient moisture so that it will not fall apart when lifting
the plants.
LANDSCAPE PLANTING
02900-12
PROJECT: Ca. ell Plaza - Safewav Store #1293
2. unless omerwlse noted, groundcover snail be planted In stralgnt rows ana
evenly spaced, at intervals called out in the drawings. Triangular spacing
shall be used unless otherwise noted on the drawings.
3. Each rooted plant shall be planted with its proportionate amount of flat soil.
Plants shall be immediately sprinkled after planting until the entire area is
soaked to the full depth of each hole.
4. Care shall be exercised at all times to protect the plants after planting. Any
damage to plants by trampling or other operations of this Contract shall be
repaired immediately.
F. Installation of Sod:
1. Prior to placing of sod, rake topsoil to a smooth, firm surface free of rocks,
debris and other deleterious material and roll with 200 pound water ballast
roller to the satisfaction of Architect. Thoroughly water and keep moist the
prepared topsoil and all sod before, during and after placing of sod.
2. Quantities of sod delivered to site shall not exceed the amount to be
planted in one (1) day. Sod remaining unplanted longer than 24 hours
shall, at the sole discretion of the Architect, be removed from the site and
replaced by the Contractor at no additional expense to the Owner.
3. On sloped areas, start placing sod at bottom of slope. In all lawn areas.
sod shall be placed in firm contact with topsoil and set tight without gaps
between sections, with joints staggered as in a "running bond" pattern.
Sod shall be rolled with 200 pound water ballast roller immediately
following first watering.
4. Continue to water all sodded areas as required to mainatin vigorous
growth. Any lawn areas that do not show prompt catch of grass shall be re-
sodded to the original specification at ten (10) day intervals unitt a stand of
turf acceptable to the Architect is produced.
G. Mulch Cover. All shrub, groundcover, perennial, and annual beds to be
dressed with 1" layer of mulch.
3.04 Cl FAN-UP
A. After all planting operations have been completed, remove all trash, excess
soil, empty plant containers and rubbish from the property. All scars, ruts or
other marks in the ground caused by this work shall be repaired and the
ground left in a neat and orderty condition throughout the site. Contractor
shall pick up all trash resulting from this work no less frequently than each
Friday before leaving the site, once a week and/or the last working day Of
LANDSCAPE PLANTING
02900-13
PROJECT: em. ...efIPI1I7J1-S~Store#1293
each week. All trash shall be removed completely from the site.
B. The Contractor shall leave the site area broom-clean and shall wash down all
paved area within the Contract area, leaving the premises in a clean
condition. All walks shall be left In a clean and safe condition.
3.05 OBSERVATION SCHEDULE
A. The Contractor shall be responsible for notifying the Architect in advance for
the following site visits, according to the time indicated:
1. Pre-job conference - 7 days
2. Final grade review - 48 hours
3. Plant material review - 48 hours
4. Plant layout review - 48 hours
5. Soil preparation and planting operations. One tree with each type of
specified staking shall be approved prlor to planting of trees - 48 hours.
6. Pre-maintenance - 7 days
7. Final walk-through - 7 days
B. When observations are conducted by someone other than
the Architect, the Contractor shall show evidence in
writing of when and by whom these Inspections were
made.
c. No site visits shall commence without aJlltems noted in previous Observation
Reports either completed or remedied unless such compliance has been
waived by the Owner. Failure to accomplish punch list tasks or prepare
adequately for desired inspections shall make the contractor responsible for
reimbursing the Architect at his current billing rates per hour (plus
transportation costs). No further inspections shall be scheduled until this
charge has been paid and received.
END OF SEC110N
LANDSCAPE PLANTING
02900-14
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commencement of work in order to coordinate project inspection
sehtKfules.
18. All trees foca1ed In tree ,^."ls or parking lot islands shall be J:)lallted wtth
root barr1ers per detail and specifications.
19. Attach vines to trellises with vine ties.
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SAFEW
STORE #1
2341 WINCH.EST
AT
BUDD AVE
CAMPBELL, CAt
A NEY STORE BUI
Lbcaled at
2341 WINCHESTER BLVD.. (
Cor
SAFElfAY, INCORPO:
NORTHERN CAlJFORNIA RE
CONSTRUCTION DEPA
47400 KATO ROAD. FRf
". dnlwings GIld written matn appeat'ie
original and ~ublilhed wot1< at the Architect or
UMd or di8dooed without written c:oMeIl:
No. Date '
Issues/Revisic
6 MAY 91 SAFEWAY REV
15 NOV 91 'REVISE TR~
LOCA TIC
to;;. ~:,:; "';.,1\ h~~ ~ ''wf ~1 ~~"~
NOV 10 1992
LJubli::: \V (':<;s! Er:g:;~::::l::in9
Public Works
Main tenance Division
Traffic & Lighting Shop
September 22, 1992
Ms. Pat Cole
Pacific Gas & Electric Co.
10900 North Blaney Ave.
Cupertino, CA. 95014
Subject:
Lighting Upgrades on West side of Winchester Blvd. South of Budd Ave.
(PERMIT #91-152)
Ms. Cole,
The City of Campbell has recently upgraded lighting at the location mentioned above.
The lighting has been inspected and will be accepted by the City once connection has
been made by PG&E. Four streetlights were relocated and one was removed. Pole
numbers 747,748, 1025, and 1026 have been relocated and upgraded from 200
watts to 250 watts (high pressure sodium). Pole number 749 (200 watts) is to be
removed. Please see the attached aerial for pole locations. All fixtures are
underground fed and are wired for 240 V AC. Please note that the total wattage has
not changed. Please inform us if these changes have any affect on the Campbell
Municipal Lighting District's billing after the connection has been made.
Before pole #748 and #749 can be removed, the overhead feeds must be removed.
Please remove these overhead wires after the connection has been made for the new
lighting run. If you have any questions feel free to contact myself or Charles
Gallardo at (408) 364-2832.
Sincerely,
Chris Pena
Signal & Lighting Assistant
cc: Tony Rucker
Charles Gallardo
Chuck Gomez
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NOU-04-1992 15:06 FROM WILLIS CORROON
TO
93792572
\"'.. . ",,'I.
m.;. ti " .<
WILLIS CORROON
t..k:
NO" Q:L '~39'2,
, I ~~ ~ ". ~"-:':; 1''', .~,
. "/. .'''.. "n!'H' ".....- -- .
Pub\I:: ".. -J~'''',-
FACSIMILE MESSAGE SHEET
DATE:
November 4. 1992
Chuck GQme2~citv of Camobell
TO:
FAXSIMILE NO:
(408) 329-2512
FROM:
Bettv Klimt
Certificate/McLarney Construction. Inc.
SUBJECT:
NUMBER OF PAGES (Including Cover): 2
**************** ADDITIONAL MESSAGE ****************
Dear Mr. Gomez:
Attached is the reissued CG2010 form.
one faxed to you with the certificate
The original certificate and form are
via regular mail.
If you have any questions, please feel free to call.
Please discard the
and attach this one.
being sent to you
Sincerely,
cc: McLarney Construction
Attn: Barbara
Fax: (408) 263-7089
P.01
w
Wl1\i<< CorroOIl
Corporlltion or
SaD Jo~~
In..u.r4'1C:~
Brolcl!N1~
1735 Teehnolo@:YDrive
Suitt' 500
PO Box 797
(Zip 95106)
San JO~I:. CA 95110
TdE:phonE: 408-452-7555
FA" "08.452.8062
In CA: 800-i82-M69
OUl~idf! CA! 800-227-8206
IF YOU DO NOT RECEIVE ALL PAGES, PLEASE CALL ME AT (408) 437-7034.
OR FAX ME AT (408) 452-8062.
NOU-04-1992 15:07 FROM WILLIS CORROON
TO
93792572
P.02
NAMED INSURED: McLarney Construction, Inc.
POLICY NUMBER: #MXX80543696
COMMERCIAL GENERAL LIABILITY
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED
OWNERS, LESSEES OR CONTRACTORS (FORM B)
THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWING:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
NAME OF PERSON OR ORGANIZATION: The City of Campbell
PUblic Works Dept.
70 N. 1st street
Campbell, CA 95008
Re: Contr#10
(IF NO ENTRY APPEARS ABOVE, INFORMATION REQUIRED TO COMPLETE THIS
ENDORSEMENT WILL BE SHOWN IN THE DECLARATIONS AS APPLICABLE TO THIS
ENDORSEMENT.)
WHO IS AN INSURED (SECTION II) IS AMENDED TO INCLUDE AS AN INSURED
THE PERSON OR ORGANIZATION SHOWN IN THE SCHEDULE, BUT ONLY WITH
RESPECT TO LIABILITY ARISING OUT OF "YOUR WORK" FOR THAT INSURED
BY OR FOR YOU.
The City of Campbell and its respective officers and employees
are recognized as Additional Insureds but only as respect work
performed by the Named Insured on behalf of the Additional In-
sured. This coverage shall be primary and any coverage carried
by the Additional Insured shall be excess insurance only.
CG20 10 11 85
COPYRIGHT, INSURANCE SERVICES
OFFICES, INC.
NOV 03 '92 18:02 CORROON & BLACK SJ
P.1/3
.WILLIS CORROON
Ii ii (; tj I V ..
ll...alt .....
NOV 0 1992
w
~ubJjc W orksJ Enginooring
Willie Corroon
FACSIMILE MESSAGE SHEET
CorporariulI ur
S..n Joac
It",ura,.ee
DATE:
November 3. 1992
Chuck Gomez/Citv of Campbell
Broketll.S"
1735 T.,dsnoJogy Driv"
FAXSIMILE NO:
(408) 379-2572
Suite 500
PO DOl< 797
(Zip 95106)
TO:
S'U1 J,..." CA 95uO
SUBJECT:
Certificate/McLarney Construction. Inc.
Tdcphon", .1011-'L:32.7555
f'.." 408. "'52-80(;2
1" CA: 800.. 7112-M('<)
Ouuid" CA; 800-227-8206
FROM:
Betty Kli1r!t
NUMBER OF PAGES (Including Cover): 3
**************** ADDITIONAL MESSAGE ****************
Dear Mr. Gomez:
Pursuant to our Insured's request, attached is the updated
renewal certificate evidencing their coverage. The original
is being sent to you via regular mail.
If you have any questions, please feel free to call.
Sincerely,
cc: McLarney Construction
Attn: Barbara
Fax: (408) 263-7089
IF YOU DO NOT RECEIVE ALL PAGES, PLEASE CALL ME AT (408) 437-7034.
OR FAX ME AT (408) 452-8062.
NOV 03 '92 18:02 CORROON & BLACK 5J
P.2/3
PIlGOUCU
WWia Q)nooD CorplSan l~
THIlJ aannCATIIS IllSUBI) 4S 0\ td41T1a or lNlOllMAnOIll OIG.Y AND
OOI'lDU JII() IUGurI lIPON 1111 CIl:JrrmC4T& HOlJ)KL THIS cxannc4T1
1>01S Hal AAIDlD. Ul'1ND Oil Al.TlIl THE COYlJlACi AITOJlDED BY nIB
JIOLlcru ..1.0....
1735 TcdmoloiY Dr., s~. 500
$11# l0e0, ell. 95110
COMPANIES AFFORDING COVERAGE
(408) 452-1555
COYPAoNY
IZTl'U A P~aI&D'a FuWld - $I
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_. . _ Republic IDdcmnil)' - SF
JNlUUI)
~u~y ConatruC:Uoa, 1ne.
Aun: Mr. F.lM Malick
340 South Abboll AvoDllo
COMPANY C
unD.
COMPANY
LnTK& D
Milpita.
CA 95035
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nus 18 TO c:I1r1'IJ'YTH4TTHIt POLICIES OJ' INSlJRANCE l.JS1'I!) Jlt.Ow H4"1l UP IllSUIlI) TO TIDi INStiJUlD ...,uIEl> 4IIOW 1'O1l T1II: JIOLICY PERIOD
Il'iDICA1'BD.l'iIO'I'WlfWIlT4NUINC ANY IlKQtIlUWEl'll'. TERM oa CONDmON Of AoNY CONl'IlACT OR 0THIlJ/. OOCUMiNI' WfrK iUl8I'IlCl'TO WIDen THIS
CDTU1Co\TI Mo\Y Jll85tIiD OR IItA" rKIlTAIN, nm INSlla4liCB AI'I'OltDm BY THK POUCII!S DESCRIBED KIRliN IS IlUBJiCTTO AU. nlE TEIlMli.
UCL1l8101'ill AND COl'lDfflONS 01 liUCH lOLICIES. uwrrs SlJOWN W4Y K4V1 JIIl.N ICKDucm BY PAID CLAIMS.
co 'lYl'1C OJ'INlUUNCE JIOLICY JIlUNIIIlJl 1'ClUClI'DJ'. Xl1.ICY au.
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10/01/93
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DUCKJmOJll 01' QPI.JLI.TIOJIlBILOCATIONSlVliIICLUllirllClA1. rI'DIlI
CEllTIFICATBHOLDER.1S RECOGNIZED AS AN ADDmONAL lNSlJUI)
PER. POW CG2010 ATrACHED AS RESPECTS CONn#IO.
CrrY OF CAMPBELL
PUBLIC WORKS DEPl'.
70 N. FIRST STRER'I'
CAMPBeLL, CA 95008
, ",m~''1<~~*,r~~.. M %. .. ~
illOuu) ~ 0J'11IE 4IIOVE llBSC:iUaED I'OLlClia IfK C~CELLm lIICiORB 1111
UPIIlATION DATI TUlUOr, 111& IIl8l1JNc; COMPANY wn.L INDEAVOJ/. TO
~, IlILUL ..LQ... D4YS W&nTiIO/ NOTlCIl Tonm CERTliTC4T1 HOUlilt N4aC&D TO TJU:
LUT, .vr JAJLlJIl& TO )(AJ1. SUCH JIlOIICB lIIU.LL IWJIOIl& NO OBLICAoTION oa
LIA.IlIUn" CU MfY JWliJ) \IPONTIIi COMPANY, m ACOKNrll OIlIlEPREllEl'lJ'AonvE:s.
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NOV 03 '92 18:03 CORROON & BLACK 5J
P.3/3
NAMED INSUREO: McLarney Construction, Inc.
POLICY NUMBER: #MXX80543696
COMMERCIAL GENERAL LIABILITY
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED
OWNERS, LESSEES OR CONTRACTORS (FORM B)
THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWING:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
NAME OF PERSON OR ORGANIZATION: The city of Campbell
Public Works Dept.
70 N. 1st street
Campbell, CA 95008
Re: Contr#lO
(IF NO ENTRY APPEARS ABOVE, INFORMATION REQUIRED TO COMPLETE THIS
ENDORSEMENT WILL BE SHOWN IN THE DECLARATIONS AS APPLICABLE TO THIS
ENDORSEMENT. )
WHO IS AN INSURED (SECTION II) IS AMENDED TO INCLUDE AS AN INSURED
THE PERSON OR ORGANIZATION SHOWN IN THE SCHEDULE, BUT ONLY WITH
RESPECT TO LIABILITY ARISING OUT OF "YOUR WORK" FOR THAT INSURED
BY OR FOR YOU.
CG20 10 11 85
COPYRIGHT, INSURANCE SERVICES
OFFICES, INC.
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CITY OF CAMPBELL
70 NORTH FIRST STREET
CAMPBELL, CALIFORNIA 95008
(408) 866-2100
FAX # (408) 379-2572
Department:
Public Works
October 30, 1992
Mr. Michael McGinnis
McLarney Construction Co., Inc.
340 South Abbott Avenue
Milpitas, CA 95035
RE: SAFEWAY CAMPBELL PLAZA; 2365, 2395, 2505 WINCHESTER BOULEVARD,
PERMIT NO. 91-152
Dear Mr. McGinnis:
Please mandrel both of the traffic signal interconnect conduits within the limits of the bus
stop pads, 0+ 72 to 2+64 and 6+ 16 to 8+91, approximately as shown on the plans. The
conduits within these limits were subjected to heavy compaction efforts and may also
have been shallow. This may have deformed or otherwise damaged the conduits.
Please schedule this work within the next two weeks with Hank Imokawa, our Inspector.
The mandrelling is to be performed in the presence of our Inspector. Please call if you
have any questions.
Very truly yours,
~~e~
Assistant Eng~~eer ()
~Q:djr
cc: Tony Rucker
File (Permit 91-152)
Eddy Shen, LRS Associates, 102 Persian Dr Suite 201 Sunnyvale, CA 94089
Bill Herington, Safeway Stores, Inc., 47400 Kato Rd., Fremont, CA 94538
f:91-152
OCT 29 ' 92 14:'47 MCLARNEY COr;iST. 408-263-708.90 '
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..prQject. :Please:E!txpech.te'thJ..a.~n$p.e:ct~Qn~ as .Sa:fewa,y lS -alSQ:. .
' at~.empttriq ,to '9J::at:_in'.thei~.~in~.~l1d, ,<~C.CUpanCY~It ":LS: my
"una~~~tand'i~<.l tha,tthis.. C9ul<:l"be.. >ae+ayed .~~_~01j1t'_ .. your .fina~
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. project,. 1i;comple;te, t1;...~~ .to our ,~dv.anta.CJe.>tocomple~e as :quickly.
" as,we'can. . .Ifyou stil.l feel'an,aClCiiti.ohal!or.'of Sfilcurity is.
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OCT 27 '92 14:14 MCLARNEY CaNST. 408-263-70890
\\-\
P.l
FROM;
~ . Mc:LARNEY' CONSTR. vcnO.:N.lNC.
GENERAL CONTRACTORS
"'''' 340 S. AbbottA~.
ll'_ MUpHas. CA 95035
MEMO NO'S
MEMO I USE AS r 0
DATE 10/27/92 P.O. NUMBER
FOR CHANGE 0
INQUIRY 0
I QUOTATION; 0
R eOlJEST
I
TO Ci ty of Campbell
Public Works Dept.
Attn: Chuck Gomez
L
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Re: ~Am~~~}i Plaz~ RQnovation
Job: 1-10
~J~lrmi t-J.~n..~ 1,,~1_.,._ ... .
,
MESSAGE Please accept._ this as our re~.~~~_ ,!.o.r final inspection for th.~u~~:~~~,~
i
referenced pro j ect. permit '91-152, located o.~,~_the corner of Winche~_~e~___
& .Bud4..:...__
(.".---
__.._.4..___..... ...01.........,...."..... .... _.~___.___._~._w..._ '.',...____
BY Mike McGinnis
Proj. Superfn,tendent
I
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cc: LRS Associates, Eddy Shen
REPLY
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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
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Department:
Public Works
October 30, 1992
Mr. Michael McGinnis
Mclarney Consruction Co., Inc.
340 South Abbott Avenue
Milpitas, CA 95035
RE: SAFEWAY CAMPBELL PlAZA; 2365, 2395, 2505 WINCHESTER BOULEVARD,
PERMIT NO. 91-152
Dear Mr. McGinnis:
Please mandrel both of the traffic signal interconnect conduits within the limits of the bus
stop pads, 0 + 72 to 2 + 64 and 6 + 16 to 8 + 91, approximately as shown on the plans. The
conduits within these limits were subjected to heavy compaction efforts and may also
have been shallow. This may have deformed or otherwise damaged the conduits.
Please schedule this work within the next two weeks with Hank Imokawa, our Inspector.
The mandrelling is to be performed in the presence of our Inspector. Please call if you
have any questions.
Very truly yours,
Cruz S. Gomez
Assistant Engineer
cc: Tony Rucker
File (Permit 91-152)
File (Project 92-32)
MQ:djr
~.. li.i \'.' :c:' :;
To:
Hank Imokawa
OCT 0 9 1~;jZ
October 9, 1992
From:
Chris Pena
Public \\i .:.:~:~~! ::::::;i ;:;;.-;:'.~I
Regarding: Preliminary inspection of new signal equipment at Budd Ave. and
Winchester Blvd. (permit #91-152)
===================================================================
See plans for reference locations.
Location B:
1. Remove debris from surrounding sidewalk and dirt area.
2. Align signal heads and straighten back plates.
3. Touch up framework and signals with paint.
4. Cut off ends of through bolts.
5. Remove excess slack from wiring in signal pole at the handhole.
6. Remove excess bond wire in #5 pull box at base of signal standard.
7. Clean debris from #S pull box at base of signal standard.
8. Level framework at 10 foot level.
9. Align top arm of signal framework.
10.Replace existing signal lamps (116 watt) with 150 watt signal lamps at 10
foot level and in mast arm mounted signals.
l1.Duct seal all conduits.
12.Double-nut through bolt on phase 5 overhead at the MAT mount.
Location C:
1. Replace existing signal lamps with 150 watt signal lamps.
2. Align signal heads.
3. Remove identification tag from framework.
4. Level signal framework.
5. Touch up signal with paint.
6. Properly fasten banding material on sign.
7. Securely attach terminal cover.
8. Remove Scotch locks from streetlighting wiring and install c-splice
connectors.
9. Scotchkote splices for detector lead in cables.
10.Remove excess bond wire in pull-box.
l1.Remove signal wire and all other wire from all abandoned conduits.
12.Re-grout #5 pullbox, duct seal all conduits, and flush lid with walk.
13.Rock and grout detector handhole, install conduit bell ends, duct seal
conduit, provide for drainage with one inch drain hole in grout and re-seal
loops.
Location D:
1. Install new wire for overhead signal and luminaire including HEXX AA fuse
holder and fuses for luminaire.
2. Rewire phase 3 signal at 10 foot level and install new wire for ped signals on
phases 2 and 4.
3. Arrange wire in pullbox more uniformly: tape wires together by phase then
tape the phase bundles together by conduit; do not intertwine wires from
differen t phases.
4. Install end bell on 2 inch conduit in #6 pullbox
5. Bond signal standard conduit and remove excess bond wire in pullbox.
6. Regrout #6 pullbox and install duct seal on all conduits.
7. Install pull rope in interconnect conduit.
8. Rock and grout detector handhole, install conduit end bells, duct seal
conduit and provide for drainage with a one inch drain hole in grout.
9. Replace all 116 watt signal lamps with 150 watt signal lamps.
10.Remove all wire from abandoned conduits.
Location E:
1. Pull new wire into #6 pullbox for phase 2 ped pushbutton. (existing wire too
short)
2. Dress detector lead-in cables so that door latch doesn't damage lead-ins.
3. Move bond wire from neutral bus to chassis ground.
3. Label all detector lead-in cables, field wires, and ped push button wires with
dymo- tape.
4. Route the green ground wire from the detector lead-in cables to the chassis
ground bus so that it is not tangled with lead-ins.
5. Supply 5 copies of cabinet modification as-built prints.
6. Supply intersection as built.
Location A:
1. Tighten top sections of signal framework.
2. Secure signal onto framework.
3. Touch up signal and framework with paint.
.. .
~~ 1;'; \:"_' ~'.: ;
OCT 0 9 dj2
Pub!:~~ \\:::~ U. :::-:.:;. ::.,;::
To:
Chuck Gomez
R j;,i ~.> f;; ~ \1
August 7, L J2
OCT 0 9 1392
From:
Chris Pena
Public: \V ;;~;~~.' :::-::; i::.J';~:':~~l
Regarding: Second lighting inspection for Safeway project (#91-152)
===============================================================
*See map for locations
Location 1:
*Interconnect.......install pull rope to pull box (#5) at southwest corner of
Budd and Winchester.
Location 2:
*Interconnect.......Replace pullbox lid for #5 box with properly labeled lid;
"traffic signal".
.......Replace damaged #5 pull box.
Location 4:
Streetlighting......Replace Scotchlocks in service box with C-splices.
*Interconnect......Install pull rope in #5 pullbox.
Location 5:
Streetlighting......Tighten rigid ground bushing in #3.5 pullbox.
......Remove excess wire slack in #3.5 pullbox.
*Interconnect......Replace damaged#5 pullbox with new #5 box and lid labeled
"traffic signal".
Location 6:
*Interconnect......Install pull rope in #5 pull box.
Location 7:
Streetlighting......Remove temporary splices in #3.5 box at back of walk at time
of connection by PG & E.
......Rock and grout #3.5 pull box at back of curb.
......Clean pull box lid on #3.5 pull box at back of walk.
......Tighten rigid ground bushing in #3.5 pull box at back of curb.
*Interconnect......Clean debris from #5 pullbox and clean debris from box.
Southwest Corner of Budd Ave. and Winchester Blvd:
Interconnect conduit run not completed. Install interconnect conduit under
sidewalk into #6 pullbox in front of signal cabinet.
*Interconnect equipment to be included on signal punchlist for Budd and Winchester.
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l\tjMCLARNEY CONSTRUCTION, J.NC.
GENEHAL CONTRACTOF<S
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RICIIViti~~
NOV 02 1992
Public WorksjEnginoc:inZl
Kemo To:
Chuck Gomez, City of campbell Public Works Dept.
From:
Mike McGinnis, Project Superintendent
Subject:
October 29, 1992
Campbell Plaza, Permit #91-152
Date:
*****************************************************************
I requested a final inspection on 10/29/92 for the above referenced
proj ect. Please expedite this inspection as Safeway is also
attempting to obtain their final and occupancy. It is my
....nde:c3t:.~ndi:1g th:it this cc....ld ~j(; .:ieia:r-ed 'witt-lout:. your fh-lal
approval.
If you could do your inspection and release th~ir occupancy as soon
as you can it would be greatly appreciated.
We anticipate that there will be only minor corrections, if any,
and we will do these in an expeditious manner. As we have posed
bonds in excess of $180,000 and they cannot be returned until the
project is complete, it is to our advantage to complete as quickly
as we can. If you still tee I an additional form of security is
needed, please contact me immediately.
Thank you very much for your assistance.
\lb
cc: ~Iichelle Quinney, City of Campbell
Don Wimberly, City of Campbell/P. W. Dept.
Joe Caf:rtello
Bill Herington, safnway Stores, Inc.
Kevin McLarney, UcLarney Construction, Inc.
340 S. Abbott Ave. . Milpitas. CA 95035 . 408/2636997 . Fax: 408/263.7089 . Lie 1i52~W~)2
, .
NOV 03 ';l2)1:35 ~~LflRNEY CONST. 408-263-70890
P.2
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PRODUCER .
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641ft .)0'58. CA Ci5110
(4Q'd) "~-7'55
COMPANIES AFFORDING COVERAGE
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Ti'lls IS TO CeRTIFY Ti'tAT Tt;e. POLICIES OF INSURANce LISTEO BELOW HAVE BEEN ISSUED TO Tt;E INSUReo NAMED ABOVE FOR THe POLI!CV PERIOD
INDICATEO, NOTWITHSTANDING ANY ReOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDEDEiv THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL TM!: TI:RMS,
EXCLUSIONS AND CONDITIONS OF SUCt;POUCI!:S. LIMITS St;OWN MAY I1AVE BEEN REDuceo BY PAID CLAIMS, ..
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; DATE. (MMIDDIYY),' I1AU (MMIDOIYYI :
! GENERAL AGG~SG.ATE., $
PROOUCTS:COMPIOP AG.G $ .,
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101'01/92 10/01 /:ij:j:r". ST~TUTORY ~1I\.4ITS
. EACH ACCIDENT . $ ..... 10"....0000
I ~IS,~:*'.~.E..:-POI..I~~. ~.I.':1.I.T ..... ../$.~OOOQOG ....
I OISEASE eACH eMPLOyee : ~
ANe
:fl\ol"LOYERS'I..IA8ILITY
D!~IlIPTION 01' OPI!RATION$/LO.CATION$IV!HICL!S/SJI!CIAL ITIMS
.:Ot~Tt(. -~O
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St-IOULO ANY OF Tt;E A60VI: DESCRIBED POLICIES BE CANCELLED ,ElEFORE THE
I:XPIRATION DATE TI'II:REOF, Tt;E ISSUING COMPANY WILL. ENDEAVOR TO
MAIL ~ DAYS WRITTEN N,OTICE TO Tt;E CERTIFICATE HOLDER NAMED TO THE
LEFT, BUT FAILURE:''1'O MAIL SUCH NOTICE SHALL IMPOSE NO OB~JGAT10N OR
LIABILITY OF ANY KIND UPQE MPA ,ITS AGENTS OR REPRESENTATIVES.
CITY OF. C~rlrB;;-U
ATTU: 2utLfH~O DEPT.
70 N. FIRST ST'.
t~1~BE.L, C~ 9S~R
.A vIQ~~.;t9QO"
(
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 30, 1992
Mr. Michael McGinnis
McLarney Construction Co., Inc.
340 South Abbott Avenue
Milpitas, CA 95035
RE: SAFEWAY CAMPBELL PLAZA; 2365, 2395, 2505 WINCHESTER BOULEVARD,
PERMIT NO. 91-152
Dear Mr. McGinnis:
Please mandrel both of the traffic signal interconnect conduits within the limits of the bus
stop pads, 0 + 72 to 2 + 64 and 6 + 16 to 8 + 91, approximately as shown on the plans. The
conduits within these limits were subjected to heavy compaction efforts and may also
have been shallow. This may have deformed or otherwise damaged the conduits.
Please schedule this work within the next two weeks with Hank Imokawa, our Inspector.
The mandrelling is to be performed in the presence of our Inspector. Please call if you
have any questions.
Very truly yours,
&~~.
cr~; ;~U;ez
Assistant Engineer
~Q:djr
cc: Tony Rucker
File (Permit 91-152)
Eddy Shen, LRS Associates, 102 Persian Dr Suite 201 Sunnyvale, CA 94089
Bill Herington, Safeway Stores, Inc., 47400 Kato Rd., Fremont, CA 94538
f:91-152
; f CALIFORNIA PRELIMINARY NOTICE
FOR OFFICIAL USE ONLY
I
'yCUP /I: :f:i\']I( 'N "~ Dlf<l 'i' j i\,:' SECTIONS 3097, 3098 ANI' 3111, CALIFORNIA CIVil C
ve' '11M If'BlL~; APt riOI [-'I,ll) IN 'UU_ fOf? L/\GOf<, S[INICt~i, fQUiPMLNT OR fv'1M
NISHED.~HE IMPI,OVED PliOI'li<TY (WHICH IS DESCRISED HEliCON) MAY BE SUBJECT T
MENTiS APPlICABLE.TO PRIVATE WORK ONLY.)
THIS IS NOT A LIEN. THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR.
05824
~
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9 l - \ cs'-..\
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Instructions A Fill out form completely and legibly. Use typewriter if possible
B. Assessor's parcel number may be obtained from the County Assessor
C Top, original signature copy may be filed with the County Recorder's Office pursuant to
California Civil Code Section 3097(0)
DATE Get. 1;), 1992
ASSESSOR'S PARCEL NO.
Public WorksjEngineeriRg
YOU ARE HEREBY NOTIFIED:
THAT THE UNDERSIGNED HAS FURNISHED OR Will FURNISH LABOR, SERVICES. EQUIPMENT OR MATERIAL OF THE FOllOWING DESCRIPTION
,'\
?
:,.~
Jr::lcc:tric
Ca()le (~or::).
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Cable
(NAME)
1932
(ADDRESS)
\/. ,Jinton
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(DESCRIPTION OF MATERIAl)
~:;ont:cact 91 -1 :1
INDIVIDUAL
OR
FIRM
~ ia y'tlarc::,
(CITY)
C;\ 0454S
BY:
(SIGNATURE)
;j''''
t
(ie I {1
(STATE)
(ZIP)
C2U / U ) 2..0/'7 J
(TITLE) (DATE)
THE NAME AND ADDRESS OF THE PERSON WHO CONTRACTED FOR THE PURCHASE OF SUCH
LABOR, SERVICE, EQUIPMENT OR MATERIAL ._
2395~. incne3ter Blv~.
(ADDRESS OF BUILDING. STRUCTURE. WORK OR IMPROVEMENT)
C~:l en ') '~:c~ 1 1 t C:;\
(CITY) (STATE)
(ZIP)
NOTICE TO PROPERTY OWNER
If bills are not paid in full for the labor, services, equipment, or
materials furnished or to be furnished, a mechanic's lien leading to the
loss. through courl foreclosure proceedings, of all or pari of your proper-
ty being so improved may be placed against the properly even though you
have paid your contractor in full. You may wish to protect yourself against
this consequence by (1) requiring your contractor to furnish a signed release
by the person or firm giving you this notice before making payment to your
contractor or (2) any other method or device which is appropriate under
the circumstances.
~iacJlona Z12ctrica1
'?rv ic ?<,
IS
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,:~:i tv of C':i~L~~.p,.~)::ll
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TRUST FUNDS TO WHICH SUPPLEMENTAL FRINGE BENEFITS ARE PAYABLE
NAME
ADDRESS
NAME
ADDRESS
NAME
ADDRESS
(MATERIAL MEN NOT REQUIRED TO FURNISH THE ABOVE)
TO:
OWNER,
REPUTED OWNER,
OR
PUBLIC AGENCY
70
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TO:
ORIGINAL
CONTRACTOR
OR
REPUTED
CONTRACTOR
'-' ~ ,.j ._'.
\".,) ,~) ~':J C t
NOTICE
TO CONSTRUCTION LENDER ONLY
ESTIMATED TOTAL PRICE OF THE LABOR, SERVICES,
EQUIPMENT OR MATERIALS DESCRIBED HEREON
TO:
CONSTRUCTION
L[NOEI,
01,
REPUTED
CONSTRUCTION
lENDER
i:
s
..,;/ ..::'~:~ ,..;.. iw' ,Z',..~:/ .t,,~ !-.,:;.. t.~'r.~:/ ":""~ t.
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PROOF OF SERVICE AFFIDAVIT
(SECTION 3097. T. CALIFORNIA CIVIL CODE)
, declare that I served copies of the above PRELIMINARY NOTICE (check appropriate box).
at
(a) D By personQlly delivering copies to
(name(s) and title(s) of person served)
(address)
on 19_ ,at _ .m.
(b) D By First Class Certified or Registered Mail service. pos?agk prepaid, addressed to each of the parties at the address shown above
/
on ,19~,
I declare under penalty of perjury that the foregoing is true and correct.
Signed at , California, on . 19
(ATTACH RECEIPTS OF CERTIFIED OR REGISTERED MAIL WHEN RETURNED)
~FOAM 4S449/4P449 POLYPAK (50 SETS)
2/90
..
SIGNATURE OF PERSON MAKING SERVICE
OWNER COpy
5i.~ .
I'ii I;;; ,
OCT 0 7 '1992
Public 'vV cr'.'~, "'l-.
.\_';~. .:;:~~~.:,~:'a<.;
october 6, 1992
City of Campbell
70 N. First street
Campbell, CA 95008
Attn: Chuck Gomez
Re: Campbell Plaza Renovation
2365 South Winchester Blvd.
Permit # 91-152
LRS Project # 13.607
Dear Mr. Gomez:
We hereby authorize McLarney Construction to act as our agent
with respect to permit #91-152 to coordinate and do all
scheduling on our behalf. Please direct all correspondence to
McLarney Construction.
Should you have any questions please feel free to contact me at
your convenience.
Sincerely
LRS Associates
r w --' ~ ,f'--'
./~(;r/f~atc~
Atma Craig
Administrative Di ector
EZS/ac
CC: Kevin McLarney
LRS ASSOCIATES
Ar'chitecture and Planning
102 PERSIAN DRIVE, SUITE 201 . SUNNYVALE, CA 940B9 . 40B 745.0331 . FAX 40B 745.0336
MEMORANDUM
CITY OF CAMPBELL
To:
Michelle Quinney
Senior Civil Engineer
October 5, 1992
Date:
From: Cruz S. Gomez l!:;c::...:c~
Assistant Engineer
Subject: PERMIT 91-152 BUDD/WINCHESTER, SAFEWAY CENTER
I received a call from Mike McGinnis of Mclarney Construction Co. on Thursday, October
2 or Friday, October 2 to meet with him on Monday, October 5 at 3:30 p.m. to discuss
some changes during construction. Hank and I met with Kevin McLarney of McLarney
Construction; Bill Herington of Safeway, Inc., Vince Giacalone of Giacalone Electric and
a person representing Libra Electric (Giacalone is a sub to Libra).
We (City) have been dealing directing with McGinnis and since he called for the meeting
and was not in attendance, I told the group that I could not discuss anything without
McGinnis in attendance. We parted cordially but you may hear from them.
cc: Hank Imokawa
f:91-152
. . .
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The above is our understanding of decisions made or instructions given.
Please advise immediately if any exception is taken.
Signedby.- fb!!...L~ -----~
340 S. Abbott Aw.. Milpit3s. CA 95035. 408/263-6~)97 . F;t:...:: 408/263-7089. Lie. "522892
Mr.1 ':'RNFY r.nN!=:T
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PAGE 01
PO. eO)l 865
aILROV. CA. 95021-865
ELECTRICAL SERVICES. INC.
ph. (408) O.'-40S~
F8lC. (408) 947-4S4l
nATF.: gk;;.Lq l.
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SEP 18 1992
SUBJECT.
S'cAcs),uv
iublic WorksJEnginoering
MEMORANDUM/ CONFIRMA nON
JOB: ~~(){<'4.. f~ -l,A
JOB #: 1- ( 0
DATE So-P'l h:J, 199 L
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FROM. f'l1 . /YJ LGlj./~l r
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The above is our understanding of decisions made or instructions given.
Please advise immediately if any exception is taken.
S;gned bY}) l-x! ("-<- <-4-:
--.-:::::>
340 S./\bbott Ave.. MilpitaS, CA 95035.408/263-6997. Fax: 408/263-7089. Lie. "522892
09/03/1992 11:34
408-847-4545
GIACALONE
PAGE 01
P.O. BOX 865
GILROY. CA 95021.865
ELECTRICAL SERVICES, INC.
(408) 847.4055
Fax (408) 847-4546
Sept. 3, 1 992
City of Campbell
Hank Inokaua
(~ i-I :5 2..
Re: Budd & Winchester
Hank,
This 1s the schedule for completion of the Budd & Winchester signal.
On Sept 8, 1992 I plan on repairing the rockwheel trench, on Sept. 9,
1992 I have loop installation planed. At that point the signal will be
ready for shutdown. I will call Charlie, and you to schedule the exact
date of the shutdown
Thank You,
vincent R. Giacalone
DESIGN · CONSULTING · INSTALLATION · SERVICE
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
September 3, 1992
Mr. Mike McGinnis
McLarney Construction, Inc.
340 S. Abbott Avenue
Milpitas, Ca. 95035
SUBJECT:
TRAFFIC CONTROL FOR ASPHALT GRINDING; LOOP INSTALLATION;
SIGNING, STRIPING, PAVEMENT MARKERS, MARKINGS; AND TRAFFIC
SIGNAL TURN-ON: PERMIT 91-152
Dear Mr. McGinnis:
City staff has determined that the following items shall be used in addition to the traffic control plan for
lane closures on Winchester Blvd. and Budd Ave.
Item 1 - Grinding and Paving Rockwheel trench.
Two off-duty City of Campbell Traffic Officers shall be used to control northbound and
southbound approach traffic on Winchester Blvd. The signal shall be on flash in order for the
off-duty officers to have full control of the signal during the grinding and paving period.
Item 2 - Loop installation.
One off-duty City of Campbell Traffic Officer shall be used for all phases of loop installation on
all approaches of Winchester Blvd. & Budd Avenue.
Item 3 - Signing, striping ,pavement markers and markings.
A. All crosswalks shall have thermoplastic material applied. The thermoplastic shall conform
with the provisions in section 84-2, "Thermoplastic Traffic Stripes and Pavement markings,
of the CalTrans State Standard Specifications.
B. All traffic striping details shall conform to the CalTrans State Traffic Manual. Traffic
markings and pavement legends shall be painted with two (2) coats of the J.E. Bauer Paint
Company Fast Dry, Low V.O.C. Solvent Base Traffic Paint or City approved equivalent.
1. No. 2474 -A-9; White with glass beads - premix type
2 . No. 2475-A-9; Yellow with glass beads - premix type
3. No.2466-A-9; White
4.. No. 2467-A-9; Yellow
Paint shall be applied only on thorougWy dry and clean surfaces and during period 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.
Page 2
C. All sign posts shall be fabricated form perforated box tubing as described on the detail for
"Perforated Box Tubing for Sign Post Installation" (see attached copy). All signs to be
posted on City street light poles shall be banded.
D. All spacing of markers shall conform to the CalTrans State Traffic Manual , Chapter 6,
"Pavement Markings" and Section 85 "Pavement Markers" of the CalTrans State Standard
Specifications. All markers shall be installed by use of epoxy. The epoxy shall conform with
provisions in Section 95-2.05 "Standard Set Epoxy Adhesive for Pavement Markers",
of the CalTrans State Standard Specifications.
All Striping & Signing, Pavement Markers, and pavement markings shall be completed prior to
signal turn-on.
Item 4 - Signal Turn-on
The signal shall only be turned on when all work is completed and to the satisfaction of the
Traffic Signal Maintenance staff, City Inspector, and the Transportation section. The signal
phases shall be tested for each phase turn movement prior to signal turn on. In addition, an off-
duty City of Campbell Traffic Officer shall be present during the signal turn-on as well as city
staff.
If you have any questions, please call me at 866-2155.
Very Truly Yours,
CG/FR
~
Enclosure
cc: Mike McGinnis - Fax 263-7089
Giacalone Electric - Fax 847-4546
Tony Rucker - Senior Lighting & Traffic Technician
Hank Imokawa - City Inspector
Gary Kruger - City Traffic Engineer
Ken Munson - Campbell Police Traffic Division
Permit No. 91-152
1111
1111
ANCHOR PoSTI 2 114' X 2 114' X 30'
SLEEVE SIZEI 2 112' X 2 112' X 18'
SIGN POST. 2' X 2' X VARIES
( ALL TUBING SHALL BE 12
GAUGE , GAL V ANIZED>
o
o
o
SIGN POST
/0
~ I~
o
1/2' X 3' ANTI THEFT
BOLT AND NUT
r
(
{
ANCHOR SLEEVE
SIGN POST ANCHOR
o
o
0
0
0
0
- 10
0
I
I
7.0' MINIMUM
I
NOTESI
1. DRIVE SIGN POST INTO THE GROUND APPROXIMA TEL Y THREE (3) FEET, DEPENDING ON SOIL
CONDITIONS. LEAVE ONE HOLE ABOVE GROUND FOR THE BOLT CONNECTION. POST ANCHOR
IS ONE SIZE LARGER THAN SIGN POST.
2. DRIVE IN ANCHOR SLEEVE ( ONE SIZE LARGER THAN ANCHOR AND ABOUT EIGHTEEN (18)
INCHES LONG). \v'HEN DRIVING SLEEVE LEA VE POST ANCHOR T\v'O (2) OR THREE (3) INCHES
ABOVE SURF ACE.
3. INSERT SIGN POST AND BOLT IN PLACE.
DATE . PERFORATED BOX TUBING PAGE
PREPARED BY SIGN POST INST ALLA TION
CHECKED BY
APPROVED CITY OF CAMPBELL
S.P. II-2
.,,,~,~~",7"'='. ,_".,~~".._,...... '~';'"
_.~
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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
August 13, 1992
Mike McGinnis
McLARNEY CONSTRUCTION, INC.
340 S. Abbott Ave.
Milpitas, CA 95035
SUBJECT: ENCROACHMENT PERMIT # 91-152 (Safeway Project)
Dear Mr. McGinnis:
We have reviewed your request for a variance to your existing
permit to allow rockwheel trenching across Budd Avenue and
Winchester Blvd. for signal conduit installation. This procedure
will be allowed according to the attached specifications.
Please be advised that any damage to existing facilities (i. e.
detector loops or other utilities) must be repaired to the
satisfaction of the City Engineer at the Contractor's sole expense.
I f you intend to proceed with the rockwheel operations, please
provide a traffic control plan for approval by our Public Works
Inspector 5 days in advance of any trenching operations. If you
have any questions, please call Hank Imokawa, the Public Works
Inspector, or me at 866-2150.
Sincerely:
~cQ~
~(b Michelle Quinney
{, Senior Civil Engineer
cc: Hank Imokawa, Public Works Inspector
Tony Rucker, Service Center
Ken Munson, Campbell Police
Encroachment Permit File 91-152
SAFEWAY PROJECT ONLY
PERMIT NO. 91-152
UNDERGROUND CONDUITS
Work includes verification of utility locations , installation of underground conduits,
excavation and trenching, bedding, backfilling, restoration of pavement, removal of
construction debris, and traffic control as shown on the Plans, as specified in these
Specifications and as directed by the Engineer.
Prior to beginning any excavation and trenching operations, the Contractor shall verify the
locations of all existing utilities and shall protect from damage all utility facilities. Damaged
facilities shall be repaired to the satisfaction of the Engineer at the Contractor's expense.
The Contractor shall prepare and submit a traffic control plan to the Engineer for approval
5 days prior to the start of trenching operations. For trenching across arterial streets or
at an intersection of an arterial street or if required by the Engineer, the traffic control plan
shall include the use of off duty City of Campbell Police Officers to conduct traffic control
throughout the operation. The Contractor shall arrange for the off duty officer to be
present and shall pay for all costs required for traffic control. Contractor shall call Agent
Ken Munson of the Campbell Police Department at 866-2288 to arrange for the off duty
officer.
Conduits and installations of conduits shall conform to Section 86-2.01 of "Excavating and
Backfilling", Section 86-2.05 of "Conduit", Section 19-3 of "Structure Excavation and
Backfill", of the SSS dated July 1992 and to these Specifications and on the Plans.
Conduit shall be the rigid non-metallic type and shall be PVC Schedule 40.
The top of the installed conduit shall be a minimum of 18 inches below finished grade in
all areas, unless otherwise approved by the Engineer.
A. TRENCHING INSTALLATION OF CONDUIT UNDER PAVEMENT IN ROADWAY
Conduit shall be installed under existing pavement in a trench placed by the
rockwheel method. The trench shall be approximately 2 inches wider than the
outside diameters of the largest conduit to be installed but shall not exceed 6
inches in width. The top of the installed conduit shall be a minimum of 18 inches
below finish grade.
The conduit shall be placed in the bottom of the trench and the trench backfilled
with a 2 sack sand-cement slurry. The top 1.5 inches of the trench in asphalt
concrete pavement shall be backfilled with Type B asphalt concrete.
Permit No. 91-152
Safeway Project Only
Underground Conduits
Page 2
Unless otherwise approved by the Engineer, conduit crossing the roadway shall
be installed under existing pavement stripes. Where conduit is to be installed
under existing pavement stripes, contractor shall install new pavement markings
upon completion of the job using the same materials as the original markings.
Where permitted by the Engineer, conduit runs shown on the Plans to be located
behind curbs may be installed in the street, within three inches of and parallel to
the lip of the gutter, by rockwheel trenching, except where a utility obstruction
exists. All pull boxes shall be located behind the curb and out of the roadway or
at the locations shown on the Plans and within three feet of standards. All asphalt
concrete pavement between the lip of gutter and the trench shall be removed and
replaced as part of the trench restoration.
The outline of the trench shall be ground to a minimum width of 12 inches, parallel
along the length of the trench at a depth of 1.5 inches. The outline of all areas of
pavement to be removed shall be initially cut to the required depth with a rock
cutting excavator specifically designed for this purpose. Cuts shall be neat and
true with no shatter outside the removal area. The top 1.5 inches of the trench,
including the 12" wide ground area, shall be backfilled with Type B asphalt
concrete. Prior to spreading asphalt concrete, paint binder shall be applied as
specified in Section 39-4.02, "Prime Coat and Paint Binder", of the SSS and a
geotextile mat shall be applied over the entire 12" width and total length of the
trench, according to Section 39-4.03, "Pavement Reinforcing Fabric", of the SSS.
Spreading and compacting of asphalt concrete shall be performed by any method
which will produce an asphalt concrete surface of uniform smoothness, texture and
density .
All excavated areas in the pavement shall be backfilled by the end of each day,
including the top 1.5 inches.
B. CONDUIT PLACEMENT UNDER PCC SIDEWALK
When conduit is installed under a portland cement concrete sidewalk, after the
conduit is placed in the bedding material, the trench shall be backfilled with
material equivalent to the surrounding material and the sidewalk shall be restored.
Permit No. 91-152
Safeway Project Only
Underground Conduits
Page 3
C. CONDUIT PLACEMENT-NOT UNDER PAVEMENT
When rigid non-metallic conduit is placed in a trench that is NOT under pavement
or portland cement concrete sidewalk, the conduit shall be encased with a 2 sack
sand-cement slurry. Spacers shall be employed uniformly along the conduit
lengths in the trench to insure that the slurry completely surrounds the conduit,
allowing no voids and the conduit shall be secured to prevent it from floating up.
The conduit shall be covered with a minimum of 12 inches of the slurry before the
trench shall be backfilled and compacted with native material.
f:91-152
AUG 05 '92 1"0:04 MCLRRNEY CONST. 408":'263~70890.
P.l
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FACSIMILE TRANSMITTAL
AUG 051992
Public W cri<sj Enginocrin;)
DATE:
TIME:
TO: C;tj '6""b C Cern \::'0 l\
ATTN: Chuct ~
,
FROM: .~i to. H('('~ j YJn}S
FAX NO. ?3J9 ~18
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SUBJECT:
Total number .of pages to be transmittE!~ (including, this sheet) ~
~r:i:9ini:l~ to,follow:
Yes
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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 2, 1992
Mclarney Construction, Inc.
Attn: Mike McGinnis
340 South Abbott Avenue
Milpitas, CA 95035
RE: PRELIMINARY INSPECTION REPORT-DEFICIENCIES
PERMIT NO. 91-152
LOCATION: 2365, 2395, 2505 WINCHESTER BOULEVARD
Dear Mr. McGinnis:
You have requested a final inspection on subject construction work. There are
deficiencies in the work which are indicated on the enclosed preliminary inspection report.
These deficiencies must be corrected in accordance with City standards before we can
make a final inspection or acceptance of the work. Please call for a field review of the
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 maintenance surety which will
be used to replace the performance surety currently held by the City.
SincerelYk) /U
~ Y "tdfU/f- ~
Hank Imokawa
Public Works Inspector
/lUJl t"AF:djr
Enclosure
cc: Building Division
Eddy Shen, .LRS Associates,102 Persian Dr ,Suite
Bill Herington, Sateway Stores Inc., 47400 Kato
File;(J?~~IDit.9,1,.152) ........
PRELIMINARY INSPECTION REPORT-DEFICIENCIES
PERMIT NO. 91-152
2365,2395,2505 WINCHESTER BOULEVARD
DECEMBER 2,1992
A. General
1. Submit laboratory test results of compaction of native soil, aggregate base
and asphalt concrete.
2. Submit certificates of compliance of materials for aggregate base, concrete,
asphalt concrete, traffic signals, street lighting electrical conduits, standards,
mast arms, luminaires, signal heads and hardwares.
3. Have your engineer submit "as-built" plans for review and approval.
B. Specific Items Deficient - Surface Work
Winchester Boulevard Northbound
1. Station -0 + 24
The electrolier base is too low in the sidewalk, and the anchor bolts are
crooked. Submit a plan to the City to repair for approval.
2. 0+ 73 BCR
Clean all sidewalks, driveways, curb and gutter and flow test, sack writing
on sidewalk, grout all chipped PCC
3. General Note:
Sack all cracks in bus stop lane, sidewalk, curb and gutter.
4. General Note:
Remove, replace all cracked sidewalk as marked.
5. Remove and replace all broken, cracked sidewalk as marked in field north
of ECR at 2+64.
6. Check tree spacing, relocate trees as necessary.
7. Sack cracked concrete at HCR at 7 +00:t.
8. Sack all cracked concrete at northerly driveway.
9. Epoxy bus stop bench
10. Install pole numbers on all electrolier poles.
PRELIMINARY INSPECTION REPORT - DEFICIENCIES
Page 2
Nido Drive Northbound
1. Remove and replace all broken PCC as marked.
2. Replace low asphalt concrete conform at back of drive approach.
3. Relocate water meter to behind back of walk.
4. Remove all concrete spillage from sidewalk.
5. Trim, remove bottle brush to clear sidewalk.
6. Sack or stone all bike tire tracks and graffiti in repaired sidewalk.
Budd Avenue
1. Remove and replace broken sidewalk as marked.
2. Remove all concrete spillage.
C. Specific Items Deficient - Lighting (See map for locations)
Location 1: Repair dayburner.
Location 4: Bore drain hole in service box.
Location 5: Install new #5 pullbox (existing box has damaged lip).
Location 6: Interconnect...lnstall pull rope in #5 pull box.
Location 7: Install ground rod in #3.5 pullbox @ back of curb.
Grout #3.5 pullbox @ back of curb.
Install pull rope in interconnect conduit at south
end of work area.
Splice new lighting run to PG&E at service point
and remove splices in #3.5 pullbox at back of
walk (location 7).
General Notes: Install duct seal on all street lighting
conduits. Remove and dispose of old streetlight poles (3)
as shown on attached aerial.
PRELIMINARY INSPECTION REPORT - DEFICIENCIES
Page 3
D. Specific Items Deficient - Signals
Location A: Secure phase 1 signal onto framework.
Location B: Touch up framework and signals with paint.
Tighten ground bushing in signal pole.
Location C: Re-grout #5 pullbox, duct seal all conduits, and
flush lid with walk .
Clean out pull box.
Grout around top of lip of pullbox flush with
surrounding sidewalk.
Install proper set screw at top of framework at
'T' fitting.
Location D: Bore drain hole in bottom of pullbox.
Bond signal standard conduit.
Install bond wire for main conduit into cabinet.
Bond service conduit.
Install correct size fuses (5 amp) for streetlight.
Location E: Supply intersection as-built drawing.
General Notes:
Aim Signal heads for right and left turn arrows facing
eastbound traffic on Budd (overlap A) per pole C and Detail
# 7. Activate overlap A in controller (get initialized settings
from Bankston Pine Associates, the signal consultant).
Coordinate signal settings with Jessy Pu of the City of
Campbell, Public Works Engineering Division prior to
initializing overlap A.
E. Specific Items Deficient - Landscaping
General Notes: (Winchester, Nido, and Budd Avenues)
1. Bubblers were installed very inconsistently, or were not installed at all. Some
bubblers were buried, while others were as much as 6" above grade. No PVC
drain tubes were installed in conjunction with the bubblers. Bubblers shall be
placed below grade in 30" long, 4" diameter schedule 40 PVC perforated pipe
sleeves fitted with clean 3/4 inch maximum size drain rock to a point 2" below
bubbler. A threaded slip cap will installed at top of sleeve. The bubblers shall be
installed 14" from the trunks of the trees. An anti-drain valve will be installed at any
bubbler subject to line drainage.
PRELIMINARY INSPECTION REPORT - DEFICIENCIES
Page 4
2. Rootbarriers were also inconsistently installed. Some trees had no root barriers,
while others had rootbarriers which were installed backwards. The distance from
the rootbarriers to the trees varied, and some trees had large voids between the
rootbarrier and the rootball.
All trees shall have rootbarriers installed. Rootbarriers are to be installed at grade,
not above or below. Rootbarriers are to be installed with the raised deflecting ribs
faced inward towards the tree. Rootbarriers are to be not less than 22 inches in
diameter, with the tree centered in the planter. Sufficient native soil shall be placed
between the rootball and rootbarrier to eliminate voids and to allow soil to root
contact.
3. Distance from tree stakes to trees varied. Tree stakes shall be no more than
seven feet in height. Wooden stakes shall be installed inside of the rootbarriers.
Stakes which rub against the trees shall be removed and installed so as not to
contact the trunk.
4. Different types of tree ties were used, and some were improperly installed. Tree
ties must be the 24" corded type. Tree ties shall be installed in a figure "8"
configuration. The upper tree tie shall be installed six inches below the top of the
stake. Bottom tree ties shall be installed 2'6" below the upper tie.
5. Some trees were installed too high. The crown of the trees shall be 1" to 2" above
grade, and native soil shall be placed so as to cover the rootball. Grading within
the treewells shall allow water to evenly disperse in the treewell without
accumulating in one spot or having runnoff away from the tree.
6. The last tree on Nido is diseased at the base of the trunk, and must be replaced.
7. Weeds and construction debris must be removed from the landscaped areas.
8. The Chinese pistache closest to Winchester Boulevard must be pruned for safe
bicycle passage, as well as heading back for health and aesthetic value.
9. Trees showing signs of girdled roots must be removed and replaced.
10. All broken trees and tree stakes shall be removed and replaced.
f:91-152
~MCLARNEY CONSTRUCTION, .d'iC.
CENEHALCOl\;THACTOHS
IN::.
7/-1S-7-
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DEe 041992
December 1, 1992
~ub'ic Works/fnginoering
Mr. Chuck Gomez
City of Campbell
70 N. 1st 3tree-c
campbell, CA 95008
Re: Campbell Plaza Renovation
Permit #91-152
MCI #: 1-10
Dear Chuck:
As of today's date, I have not received a final punch list for
Campbell Plaza, permit #91-152. It has been over a month since
we requested in writing a final for this project. Therefore,
we feel he project is complete and no further punch list is
forthcoming.
Sincerely,
~-_.
McLARNEY CONS~RUCTION, INC.
I~JJ4'-11j('2hIV~ ...
Michael L. McGinnis (J;;,.
Project Superintendent
\lb
340 S. Abbott Ave. . Milpitas. ell. 950:~5 . 408/263-6997 . Fax: 408/263-7089 . Lie. #522892
DEC 01 '92 16:45 MCLRRNEY CONST. ~08-?63-70890
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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
November 16, 1992 <;,{I'
McLarney Construction, Inc.
Attn: Mike McGinnis
340 South Abbott Avenue
Milpitas, CA 95035
ro-i
RE: PRELIMINARY INSPECTION REPORT-DEFICIENCIES
PERMIT NO. 91-152
LOCATION: 2365, 2395, 2505 WINCHESTER BOULEVARD
Dear Mr. McGinnis:
You have requested a final inspection on subject construction work. There are
deficiencies in the work which are indicated on the enclosed preliminary inspection report
dated November 2, 1992. Also enclosed are (1) a preliminary inspection report of the
new signals system dated October 30, 1992; (2) the third inspection report on the street
lighting system dated October 30, 1992; and (3) first inspection report on irrigation and
planting dated November 12, 1992. These deficiencies must be corrected in accordance
with City standards before we can make a final inspection or acceptance of the work.
Please call for a field review of the 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 maintenance surety which will
be used to replace the performance surety currently held by the City.
Sincerely,
Hank Imokawa
Public Works Inspector
MQ:djr
Enclosure
cc:
CITY OF CAMPBELL
PRELIMINARY INSPECTION REPORT-DEFICIENCIES
PERMIT NO. 91-152
2365,2395,2505 WINCHESTER BOULEVARD
NOVEMBER 2,1992
A. General
1. Submit laboratory test results of compaction of native soil, aggregate base
and asphalt concrete.
2. Submit certificates of compliance of materials for aggregate base, concrete,
asphalt concrete, traffic signals, street lighting electrical conduits, standards,
mast arms, luminaires, signal heads and hardwares.
3. Have your engineer submit "as-built" plans for review and approval.
B. Specific Items Deficient
Winchester Boulevard Northbound
1. -0+24 electrolier base in PCC, bolts crooked, install pole numbers for all
poles
2. City to cap three wells
3. 0+ 73 BCR
Clean all sidewalks, driveways, curb and gutter and flow test, sack writing
on sidewalk, grout all chipped PCC
4. Stop sign (?)
5. Alignment of face of curb north of 1 + 42 not parallel street face of curb
12.70 at 2. + 03.67
13.95 at 1 +41.85
6. General Note:
Sack all cracks in bus stop lane, sidewalk, curb and gutter
7. General Note:
Remove, replace all cracked sidewalk as marked
8. Remove and replace all broken, cracked sidewalk as marked in field north
of ECR at 2+64
9. Check tree spacing, relocate trees as necessary
CITY Of CAMPBELL
10. Sack cracked concrete at HeR at 7 + DOt
11. Sack all cracked concrete at driveway
14.1 = Distance from lip of gutter to face of curb
14.0 = Distance from lip of gutter to face of curb
12. Epoxy bus stop bench
Nido Drive Northbound
1. Remove and replace all broken PCC
2. Replace low asphalt concrete conform at back of drive approach
3. Relocate water meter to behind back of walk
4. Remove all concrete spillage from sidewalk
5. Trim, remove bottle brush to clear sidewalk
6. Sack or stone all bike tire tracks and graffiti in repaired sidewalk
Budd Avenue
1. Remove and replace broken sidewalk
2. Remove concrete spillage
f:91-152
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~ TIME CERTIFICATE OF DEPOSIT (TCD) I
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BAN KiWEWE srI 1 - TIME DE ~IT OPEN ACCOUNT (TDOA)
ADDITIONAL DEPOSIT *
- -
Payable to THE CITY OF CAMPBELL 017-016-897018 04/19/93
Branchffype/Account No. Date
Customer Name JOSEPH G. CASTELLO
$45562.00 Initial 2.90
Deposit Amount $ Interest Rate %
152 Newell Avenue 91 days Initial 2.99
Address Account Term Annual Yield %
C~t: )
CA 95030 n/a 'I. ' l""fll' ,I'.,
Los Gatos, Contribution Year (IRAs Only) Opened By' "v::;: -<-,-" v\.___
Phone ( 408 ) 395-4429 IRA Type n/a Officer's Initials -&~'
_ Single Maturity --.lL Multiple Maturity l Fixed Interest Rate _ Variable Interest Rate _ Tiered Interest Rate
---.lL Interest will be compounded daily and paid every 30 days based on a 365/366 day year and actual days on deposit
_ Simple (uncompounded) interest will be paid based on a 365/366 day year and actual days on deposit
l Credit Interest: _ to this account ~ to checking account # 017-042622 _ Cashier's Check
* Additional Deposit: Branchffype/Account No. Date
Maturity Date Interest Rate Amount $ New Balance
Contribution Year
(IRAs Only) IRA Type Opened By Officer's Initials I
NOT PAYABLE BEFORE MATURITY NON-NEGOTIABLE NOT TRANSFERABLE
111I ..
120-01221 (REV 5/92)
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CITY OF CAMPBELL
Public Works Department
October 12, 1994
Kevin McClarney
McClarney Construction
340 So. Abbott Avenue
Milpitas, CA 95035
SUBJECT: ONE YEAR MAINTENANCE INSPECTION, ACCEPTANCE
PERMIT NO. 91-152
LOCATION: CAMPBELL PLAZA, WINCHESTER BLVD.
MAINTENANCE SURETY: BANK OF THE WEST, TIME
CERTIFICATE OF DEPOSIT, ACCOUNT/SURETY NO. 017-016-897018
Dear Kevin:
We have made the final one (1) year warranty inspection of the subject Public Works
improvements and find that no maintenance is required.
Your warranty requirements and any surety, therefore, are hereby released. Weare returning
. the Certificate of Deposit to Joseph Castello with his copy of this letter.
Sincerely,
-f1wt!f#
Public Works Inspector
4
cc: Bank of the West, Attn: Pat McClure, 2395 Winchester Blvd, Campbell 95008
Joseph G. Castello, 152 Newell Avenue, Los Gatos, CA 95030 (w/attachment)
LRS Associates, Attn: Eddy Shen, 102 Persian Dr., #201, Sunnyvale, CA 94089
File:Permit 91-152
h: perm91-152(mw)6.0
70 North First Street. Campbell, California 95008.1423 . TEL 408.866.2150 . FAX 408.379.2572 . TDD 408.866.2790
c;/~J'il.. eJk",/\)
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CITY OF CAMPBELL
Public Works Department
September 30, 1994
Kevin McClarney
McClarney Construction
340 S. Abbott Ave.
Milpitas, CA 95035
Subject: Permit #91-152 - Campbell Plaza
Deficiencies
Dear Kevin:
I have reinspected the above referenced improvements and still find
that several items are deficient, as noted below:
1. All tree stakes are to be installed at or below the bottom
of the crotch of the trees. Trim the stakes accordingly.
2 . The rubber ties must be corrected to meet the requirements
of the detail that I previously faxed to you. They have been
installed in various ways, and need to be corrected to bring
them into a consistent, acceptable method.
3. The first and third trees on Nido Drive (closest to Budd)
were to be replaced. Two new trees need to be installed in
their place.
4. Many of the root barriers were installed backwards, with
the anti-girdling flutes on the outside. Gary Cloud agreed
that he would reverse the incorredtly installed barriers.
That has not yet been done.
Please correct the above deficiencies and then schedule a final
inspection with me. If you have any questions, please call.
~ere~~7Jj
Ran~. West 11
Public Works nspector
cc:J. Foley
Permit #91-152
f'A.-Xt=.D 9-3~-O;9-- e 4:07/M.
( 40e ) .;2.L}b - 3 7 ~ 7
70 North First Street. Campbell, California 95008.1423 . TEL 408.866.2150 . FAX 408.379.2572 . TOD 408.866.2790
1111 IIII IIIC~I~ l~al~dl~cl~PI~I~11111 1III
. 120 Goss Avenue. Santa Cruz, Ca. 95065
. Telephone (408)458-1979 . Fax (408)458-0376
CA.CL#564002
Gary L. Cloud
8/9/94
City of Campbell
Public Works Department
70 North First Street
Campbell, CA. 95008,1423
Attn: Randy Westfall
Re: Permit #91-162 - Campbell Plaza...One Year Maintenance Oeficiencies
The Detail I requested is not in the sheets L-13 and L-14, dated 7/25/94, you have
sent us. Neither of these sheets shows the specifications for "well planted" trees. These
specifications are for open bedding or field planting. Specifically, we would like to have a
detail showing precisely what you are requiring so this matter can be resolved. Too many
conflicting specifications are only confusing the situation. It is our wish to conclude this
predicament by doing it "one more time the right way".
Again, I would like to thank you for your support in resolving this affair.
Sincerely,
Gary L. Cloud
cc: McLarney Construction
Of'c''''4
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O"CH,\\l\J
CITY OF CAMPBELL
Public Works Department
August 8, 1994
f'a,x ~ t ~c. (~.lq
Gary Cloud ~
Alpha Landscaping
120 Goss Ave.
Santa Cruz, CA 95065
~...r-9tf
Subject: Permit #91-152 - Campbell Plaza
One Year Maintenance Deficiencies
Dear Gary:
Please find attached, as requested, two street tree planting
details for your reference. As previously discussed in the field,
some of the items detailed (the grate covers, and location of
bubblers, etc.) may have been modified by previous decisions.
Regardless of past changes, the attached details provide a clear
picture of how to install the tree stakes, ties, and other items
that we discussed in our walkthrough. It is understood that the
City will provide and install the grate covers for the watering
tubes. If the attached details do not provide all of the
information that you require, we can handle that onsite when you
begin the work. If you have any questions, please call.
~:fd w
Randy R. wes~
Public Works Inspector
File: 91-152
cc: V. Huppe, Park Maint. Supervisor
McLarney Constr., Attn: Kevin McLarney, fax #(408) 246-3737
70 North First Street Campbell, California 95008.1423 . TEL 408.866.:2150 . FAX408.379.:2572. TDD408.866.:2790
IIII IIII III~~I~ l~al~dl~cl~PI~I~11111 IIII
.120 Goss Avenue · Santa Cruz. Ca. 95065
. Telephone (408)458-1979 . Fax (408)458-0376
CA.CL#564002
Gary L Cloud
8/4/94
Randy Westfall
Public Works Inspector
City of Campbell
70 North First Street
Campbell, CA. 95008-1423
Re: One Year Maintenance, Deficiencies, Campbell Plaza, Winchester Blvd.
I just wanted to touch bases with you regarding my letter of 7-31-94, regarding the
Campbell Plaza project. McLarney Construction has not received the documentation I
requested from your office.
We would appreciate it if you could supply us with the "detail" I requested.
Thanks for your help in this matter.
Sincerely,
Gary L. Cloud
cc McLarney Construction Inc.
IIII III1 III~~I~ l~al~dl~cl~PI~I~11111 III1
. 120 Goss Avenue. Santa Cruz, Ca. 95065
. Telephone (408)458-1979. Fax (408)458-0376
CA.CL#564002
Gary L. Cloud
7/31/94
Randy Westfall
Public Works Inspector
City of Campbell
70 North First Street
Campbell, CA. 96008.1423
Re: One Year Maintenance, Deficiencies, Campbell Plaza, Winchester Blvd.
Randy, I have been asked by Kevin McLarney, McLarney Construction to lend my
expertise to the Campbell Plaza Project, so that this matter can be closed out to your
satisfaction. I have agreed "to help" out and direct the local maintenance people in
correcting the problems with the "street trees".
Here is what I propose. I need a detailed drawing from your office (a simple
thumbnail sketch will suffice) showing just what the finished detail should look like. I will,
in turn, direct Mr. Castello's people per your requirements. I would appreciate it if either
you or Ed Sour could drop by the project the morning we are to begin and just approve (or
disapprove) of what we are doing. Just give us 10 minutes of your input and we will be
assured of completing this project to your satisfaction. It is Mr. Castello's wish to do this
"one more time, and do it right".
Please copy McLarney Construction with all communiques to me regarding this
matter. McLarney Construction, 355 South Daniel Way, 2nd Floor, San Jose, CA.,
(408)246-8600, (fax) 246-3737.
I will need a couple of days to schedule material deliveries to the site.
Thank you for your assistance in this matter. I look forward to closing the file on
this one, as I'm sure you do.
Sincerely,
Gary L. Cloud
cc McLarney Construction
filt.- 71---/52.
IIII I1II III~~I~ l~al~dl~cl~PI~I~11111 II1I
.120 Goss Avenue. Santa Cruz, Ca. 95065
. Telephone (408)458-1979 . Fax (408)458-0376
CA.CL#564002
Gary L Cloud
6/01/94
City of Campbell
Public Works Department
70 North First Street
Campbell, CA. 95008,1423
Attn: Mr. Randy Westfall
Public Works Inspector
RECEIVED
If' An\)(.
JUN 3 1994
PUb...,,:.. vv i.h.l\..:;;
ADMINISTRATION
Re: One Year Maintenance, Deficiencies
Permit No: 91-162
Campbell Plaza, Winchester Blvd.
Pursuant to your letter of April 21, 1994, I have been contracted by Joseph Castello to
replace the trees on the above project. This is to notify you that we will be purchasing the
trees at Soething Treeland, in Portola Valley. If you would contact me, I will be happy to
set up an inspection time at the nursery for you to preview the material we will be using.
You are even free to pick the stock yourself during your preview.
Sincerely,
Gary L. CLoud
cc: McLarney Construction
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CITY OF CAMPBELL
April 21, 1994
Public Works Department
McLarney Construction
Attn: Mike McGinnis
340 S. Abbott Avenue
Milpitas, CA 95035
SUBJECf: ONE YEAR MAINTENANCE, DEFICIENCIES
PERMIT NO: 91-152
LOCATION: CAMPBEIL PLAZA, WINCHESTER BLVD.
SURETY: BANK OF 1HE WEST, TIME CERTIFICATE OF DEPOSIT
ACCOUNT/SURETY NO: 017-016-897018
Dear Mike:
We have made a one (1) year maintenance inspection of subject Public Works
improvements. There are deficiencies that must be corrected before we can release your
surety and obligations in this matter. A deficiency list is attached.
Please contact me at (408) 866-2165 to coordinate the correction of these deficiencies.
Upon satisfactory completion of the corrective work, we will release your surety.
Sincerely, ;J
{2~ th/:P
Randy Westfall /
Public Works Inspector
_ /UV-{dt
JMB:MAF:rw
Attachment: Deficiency List
cc: Bank of the West, Attn: Pat McClure, 2395 Winchester Blvd, Campbell, CA 95008
Joseph G. Castello, 152 Newell Avenue, Los Gatos, Ca 95030
LRS Associates, Attn: Eddy Shen, 102 Persian Dr., #201, Sunnyvale, CA 94089
Suspense - 60 Days
File (Encroachment Permit #91-152)
h:warranty(mw)6.0
70 North First Street. Campbell, California 95008.1423 . TEL 408.866.2150. FAX 408.379.2572. TDD 408.866.2790
April 18, 1994
ONE YEAR MAINTENANCE INSPECTION - DEFICIENCIES
PERMIT NO. 91-152
CAMPBELL PLAZA, WINCHESTER BLVD.
CIVIL
1. Re-secure bus stop bench on Winchester.
2. Remove and replace curb and gutter at north edge of driveway at Station 5 + 00
on Nido Drive, as marked, due to cracking.
3. Remove and replace sidewalk and curb and gutter, as marked, due to excessive
cracking at Station 6 + 00 on Nido Drive where the existing driveway was replaced.
In order to minimi7.e the likelihood of cracking in the new concrete, place a 12"
length of #4 rebar at the weak area as marked. Sawcut at, or in line with, score
marks to replace cracked areas. Dowel into the existing concrete with 2 #4
dowels on either side of each area to be replaced.
4. Replace missing headerboard between grass and planter area at Station 6 + 00 +
on Winchester Blvd. -
lANDSCAPING
The following comments relate to the inspection of the tree, tree wells and water
delivery systems located in the sidewalk of the City's right-of-way on Winchester Blvd.,
Budd Avenue, and Nido Drive. The numbers, following the above mentioned streets,
relate directly to the individual tree well locations indicated on the attached blueprint of
the Planting Plan for the subject development.
General Comments - All tree wells need to have shredded wood mulch replenished,
construction debris removed, water tubes cleared of debris, bubblers inspected for proper
operation and inspection to ensure that rootbarriers were correctly installed. All
depressions near water tubes and bubblers need to be filled with soil and compacted.
Soil in tree wells shall be uniformly graded to drain towards tree. Excessively low areas
shall receive additional soil to bring the grade to within 1" of concrete finish grade. ALL
TREES ARE TO BE INSPECfED FOR HEALTH AND ACCEPTABILITY PRIOR
TO PLANTING!
April 18, 1994
Page 2
Winchester Blvd.
1) Not included.
2) Tree is diseased and needs to be replaced.
3) Tree is dead and needs to be replaced
4) Restake tree.
5) Except general comments section no deficiencies were noted.
6) Except general comments section no deficiencies were noted.
7) Tree has deep cavity in trunk and needs to be replaced.
8) Except general comments section no deficiencies were noted.
9) Tree is diseased and needs to be replaced.
Budd Avenue
1) Not included.
2) Not included.
3) Not included.
4) Not included.
5) Tree has deep cavity in trunk and needs to be replaced.
6) Remove cross branches, restake and reattach tree ties.
7) Remove cross branches.
8) Remove cross branches.
9) Except general comment section no deficiencies were noted.
10) Tree has deep cavity in trunk and needs to be replaced.
11) Tree is diseased and needs to be replaced.
Nido Drive
1) Remove weeds.
2) Remove weeds, straighten tree stakes and reattach tree tie.
3) Remove weeds, restake tree.
4) Remove weeds, fill in void at rootbarrier, reattach tree tie.
5) Remove weeds, raise watering tube above grade.
6) Remove weeds, prune out damaged branches.
7) Tree has deep cavity in trunk and needs to be replaced.
8) Remove weeds, reattach tree tie, install one stake, uncover bubbler and prune out
damaged branches.
9) Tree has deep cavity in trunk and needs to be replaced, remove weeds.
10) Remove weeds.
11) Install new tree stake, uncover bubbler.
12) Tree has deep cavity in trunk and needs to be replaced.
Blt, q ,~) >2-
To:
Randy Westzall
Public Works Inspector
April 15, 1994
Pg. 1 oz 2
From:
Vince Huppe
Park Supervisor
Subject: Final Tree Inspection Report
Permit No. 91-152
Sazeway Store #1293
Please note the zollowing results oz the inspection oz trees,
treewells, and water delivery systems located in the sidewalk oz
the City's right of way on Winchester Boulevard, Budd Avenue and
Nido Drive. The numbers, zollowing the above mentioned streets,
relate directly to the individual tree wells indicated on the
attached blueprints accompanying this memo. Following the
individual numbers, is a briez description oz the deziciencies
noticed in the inspection. Please call me at 364-2825 iz you have
any questions.
WINCHESTER BLVD
General Comments - All tree wells need to have shredded wood mulch
replenished, construction debris removed, water tubes cleared oz
debris and bubblers inspected for proper operation. Depressions
near water tubes need to be zilled in with soil.
Note: Tree number one is closest to Budd Ave. intersection
f\.Jof ~.<\rt...v'" 1'~c.lv.h.J..
1) EJlsept geReral "'Co'hrll~l1l~ Qj:>rltiDR no oc-.frr=:1....m...les WE're--noi;.ed.
2) Tree is diseased and needs to be pe.1II~. flJJMJ./?
3) Tree is dead and needs to be replaced.
4) Restake tree
5) Except general comments section no deficiencies were noted.
6) Except general comments section no deziciencies were noted.
7) Tree has deep cavity in trunk and needs to be replaced.
8) Except general comments section no deziciencies were noted.
9) Tree is diseased and needs to be ~fflO~.
1'rt'/~.
Budd Avenue
General Comments - All tree wells need to have shredded
replenished, construction debris removed, water tubes
debris, bubblers inspected zor proper operation and an
performed to make sure root barriers were installed.
Note: Tree number one is closest to Winchester
intersection.
wood mulch
cleared of
inspection
Boulevard
1) No
2)
3)
to be
4)
to be
Final Tree Inspection Cont'd
Permit No. 91-152
Pg. 2 of 2
5) Tree has deep cavity in trunk and needs to be replaced.
6) Remove cross branches, restake and reattach tree ties.
7) Remove cross branches.
8) Remove cross branches.
9) Except general comment section no deficiencies were noted.
10) Tree has deep cavity in trunk and needs to be replaced.
11) Tree is diseased and needs to be replaced.
NIDO DRIVE
General Comments - All treewells need to have shredded wood mulch
replenished construction debris removed, water tubes cleared of
debris, bubblers inspected for proper operation and an inspection
performed to make sure rootbarriers were installed.
Note: Tree number one is closest to the Budd Avenue intersection.
1>
2)
3)
4)
5)
6)
7)
8)
Remove weeds.
Remove weeds, straighten tree stakes and reattach tree tie.
Remove weeds, restake tree.
Remove weeds, fill in void at root barrier, reattach tree tie.
Remove weeds, raise watering tube above grade.
Remove weeds, prune out damaged branches. ~~._O
Tree has deep cavity in trunk and needs to be f'Qmt''H7...iKi. ty'~ .
Remove weeds, reattach tree tie, install one stake, uncover
bubbler and prune out damaged branches. ~/~
Tree has deep cavity in trunk and needs to be :QMev~d, remove
weeds.
Remove weeds.
Install new tree stake, uncover bubbler,
Tree has deep cavity in trunk and needs to
9)
10)
11>
12)
IIIIJ~ .
be PEIIIUVc-d-:
t/ - -5"' z".
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
April 19, 1993
Bank of the West
Attn: Pat McClure
2395 Winchester Boulevard
Campbell, California 95008
Subject: Permit Number 91-152, Winchester Boulevard
Dear Ms. McClure:
Enclosed please find a Time Certificates of Deposit, account number
893405, made payable to the City of Campbell. This certificate is
a performance surety which was posted for the above project. This
certificate will be released pending receipt by the City of
Campbell of a maintenance surety in the amount of $45,562. The
customer, Joseph Costello, wishes to post another certificate of
Deposit to cover this maintenance surety.
If you have any questions, please do not hesitate to call me at
866-2158.
Very trUlY. y~u~rs
/l/l~~~A
Michael A. Fu er
Assistant Engineer
cc: Joseph G. Castello, 152 Newell Avenue, Los Gatos, California
95030
BANKf4EWEST
TIME L~~TIFICATE OF DEPOSIT (TCD)
~~b~to City of Campbell
C~romerName Joseph G. Castello
Addr~ 11/ Newell Ave.
Los Gatos. CA 95030
017 008 893405 Nov. 7. 1991
DR. NO. TYPE ACCOUNT NO. DATE
017-893405 Officer's yk
C~tomer I Initials
90 days Initial 4.90
AccountThrm Interest Rate %
Initial
Contribution Year (IRAs Only) Annual Yield nla %
Phone (409 195-4.6. ?9
o Interest will be compounded daily and paid monthly
~ Simple (uncompounded) interest will be paid
Credit Interest: 0 to this account [J to checking
Deposit Amount S182, 250.00
based on a 365/366 day year and actual days on deposit.
DA1lo.n;: OF WE
u.ru'lh THIo ,"
CAMP8ELL .
account II
017-0426-22
o other
NOT PAYABLE BEFORE MATURITY
NON-NEGOTIABLE
NOT TRAN
D Atn',' 'l!E, ~';-'''p~
.~~~.,,'
0017 - ti1;V. :i~;!
TERMS OF DEPOSIT
.,
~'l"
This is a: (Select one)
o MULTIPLE MATURIlY VARIABLE RATE TIME DEPOSIT
This deposit will renew automatically at maturity. See'2 for details about renewals and '111 for details about changes to the interest rate.
Ii) MULTIPLE MATURIlY FIXED RATE TIME DEPOSIT
This deposit will renew automatically at maturity. See '112 for details about renewals and about the interest rate that will be paid during a renewal period..
o SINGLE MATURIlY VARIABLE RATE TIME DEPOSIT
This deposit will not renew at maturity. No interest will be paid on this deposit after this date. See '111 for details about changes to the interest rate.
o SINGLE MATURIlY FIXED RATE TIME DEPOSIT
This deposit will not renew at maturity. No interest will be paid on this deposit after this date.
1. If this is a variable rate time deposit - The interest rate will be subject to change on a daily basis depending on whether there has been a
change in:
the Bank's Prime Rate. The interest rate on this deposit will always be _ % below the Bank's Prime Rate.
The Bank's Prime Rate is a rate determined by the Bank at its discretion based on various factors, including its costs and desired
return, comparable rates of other lenders in the Bank's service area, general economic conditions and other factors. The Bank
uses this rate index as a benchmark for pricing certain types of loans. Depending on the circumstances, such as the amount and
term of the loan, the creditworthiness of the borrower or any guarantor, the presence and nature of collateral and other rela-
tionships between the borrower and the Bank, loans may be priced at, above or below the Bank's Prime Rate.
No notices of changes in the interest will be furnished; however you may obtain Prime Rate information by calling or visiting any office of
the Bank at any time.
2. Multiple Maturity Time Deposits - If this is a multiple maturity (renewable) time deposit, it will automatically renew at each maturity, under
the same terms and for the same period as the initial deposit period unless one or more of the following OC(.llrs:
a. You withdraw the amount on deposit within ten (10) days (one day for 7-31 day accounts) after a maturity date.
b. At least ten (10) days (5 days for 7-31 day accounts) prior to maturity the Bank sends written notice to you stating that the account
will not be renewed and will be paid at maturity.
c. At least ten (10) days (5 days for 7-31 day accounts) prior to maturity the Bank sends written notice to you stating that the account
will be renewed unless you withdraw the amount as described in 2.a. above, and that some or all of the terms will be changed. The
notice will contain details about the change in terms. If you permit the deposit to be renewed, the new terms become effective.
If you withdraw the deposit within the stated period, or if the Bank does not renew your account, the deposit will not earn interest after the
maturity date.
3. Notices of Maturity - A notice will be furnished to you at the address indieated above (or at such other address as you direct by giving the Bank
written notice of an address change) at least 10 days before the deposit matures. A notice will be sent on the day the account opens for 7-14 day
accounts. If this deposit matures on a day in which the Bank is not open for business, the withdrawal period will begin on the following business
day.
4. Penalty for early withdrawals - THERE WILL BE A SUBSTANTIAL PENALlY FOR EARLY WITHDRAWAL OF YOUR DEPOSIT.
If this is a variable rate deposit, the penalty will be based on the interest rate in effect on the day of the withdrawal. See reverse for details.
120-00981 (Rev. 3/90)
(;1 J~T()M!=~
CITY OF CAMPBEll
70 NORTH FIRST STREET
CAMPBELL, CALIFORNIA 95008
(408) 866-2100
FAX # (408) 379-2572
Department:
Public Works
April 14, 1993
Bank of the West
Attn: Pat McClure
2395 Winchester Boulevard
campbell, California 95008
Subject: Permit Number 91-152, Winchester Boulevard
Dear Ms. McClure:
Enclosed please find two Time Certificates of Deposit made payable
to the City of Campbell. These certificates have accounts numbered
893843 and 893835. The city of Campbell hereby releases these
deposits back to the customer, Campbell Plaza Development Company.
If you have any questions, please do not hesitate to call me at
866-2158.
~e~~tryc:ourill / .
/J;;J~z ~
Michael A. Fuller
Assistant Engineer
cc: Joseph G. Castello, 152 Newell Avenue, Los Gatos, California
95030
H: BANKWEST (JD)
CITY OF CAMPBELL
70 NORTH FIRST STREET
CAMPBELL, CALIFORNIA 95008
(408) 866-2100
FAX # (408) 379-2572
Department:
April 13, 1993
Public Works
Mr. Joe Costello
Campbell Plaza Shopping Center
152 Newell Avenue
Los Gatos, CA 95030
Dear Mr. Costello:
We have made a final inspection of the Public Works construction
associated with the shopping center at 2365 South Winchester
Boulevard and find it acceptable. Accordingly, we will recommend
the acceptance of the work to the City Engineer.
Pursuant to General Note No. 8 on the approved offsite construction
drawings, reproducible as-built plans must be submitted to the City
Engineer. These drawings must be submitted and approved prior to
release from the one-year maintenance period.
You are responsible for the maintenance, 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 of any needed maintenance.
Upon receipt of your maintenance surety in the amount of $45,562,
your fai thful performance surety will be released. Your cash
deposit is hereby released, and can be picked up at the Campbell
Department of Public Works.
If you have any questions, please do not hesitate to call me at
866-2158.
v~~ t:2l:Y yours, ;///
'/~ '5.-<~ ' /v;
Michael A. :R;ller, C l_""l ...
Assistant Engineer /0-(" \\ v',
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DCW
cc: Eddy Shen, LRS Associates, 102 Persian Drive #201, Sunnyvale,
CA 94089
Kevin McLarney, MCLarney Const, 340 S.AbbottAve., Milpitas,
CA 95035
Suspense - 1 year
. / {.,
'1 I /I~
I? /
MEMORANDUM
~,'O\C4~PY
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CITY OF CAMPBELL
From:
Don King
Engineering Technician II
Mike Fuller /'lJ"''- () 58
Assistant Engineer
Date:
April 13, 1993
To:
Subject:
Concrete repairs
----------------------------------------------------------
Pursuant to our conversation yesterday, please add the following
locations to your concrete repairs for this year. Six of the
locations are existing tree wells. The trees have been removed,
and it appears that the stumps have been ground. There is no
concrete removal necessary for these sites.
The remaining site is the location of an old e1ectrolier. A
2.5' X 3' area has already been sawcut and removed. 17.5 more
square feet should be removed, as marked in the field. This
will provide a 5' X 5' patch.
Totals are as follows:
Concrete removal:
Soil removal at ex. tree wells:
Concrete placement:
17.5 square feet
102.0 square feet
127.0 square feet
If you have any questions, please do not hesitate to call me at
866-2158. I have attached an aerial photo showing the locations
of the sites.
cc: Don Wimberly
JoLi M. Schunk
Attorney at Law
1790 S. Winchester Blvd., Suite No. 1
Campbell, California 95008
Telephone (408) 866-6616
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April 1, 1993
Ms. Barbara Conant
Mayor
City of Campbell
70 North First Street
Campbell, California 95008
Mr. Don Wimberly
Director of Public Works
City of Campbell
70 North First Street
Campbell, California 95008
Mr. Mark Ochenduszko
City Manager
City of Campbell
70 North First Street
Campbell, California 95008
Remodel of Campbell Plaza Shopping Center
Permit Number 91-152
Dear Ms. Conant and Messers. Ochenduszko and Wimberly:
I write this letter on behalf of the owners of the Campbell Plaza Shopping Center
("Campbell Plaza") requesting final approval from the City of Campbell (the "City") for the
remodeling project, Permit No. 91-152. As you know, this project began in 1991 when the
owners of Campbell Plaza voluntarily chose to remodel their property. The owners diligently
worked with the City to design plans the City found acceptable. After much time and effort, the
City approved the plans for redevelopment in November 1991.
The Campbell Plaza owners have incurred enormous expenses and expended a
great deal of time and effort to comply with each of the City's demands for the redevelopment It
April 1, 1993
Page 2
is through these efforts that the City now benefits from a newly-remodeled shopping center,
which generates a substantial amount of City revenue and enhances the City's image and
reputation. The project was completed timely, pursuant to the City's approved plans, in
November 1992. Yet, despite numerous oral and written requests, the Camp ell Plaza owners
have not received the City's final approval. Instead, the City, through its Assistant Engineer,
Cruz S. Gomez, unreasonably continues to request completion of additional items not previously
identified on the City's approved plans.
The following six examples are indicative of the City's constant demands for new
and extra work to be performed in order for the Campbell Plaza owners to obtain final approval
on the remodeling. First, in July 1992, the City demanded the electrical subcontractor, Giacalone
Electrical Services, Inc., submit a written request for a variance to install a signal conduit. By
letter dated July 29, 1992, the electrical subcontractor proposed to use the rockwheel-type
method instead of the boring method. When asked why a variance was necessary, the City
refused to identifY the code which required use of the boring rather rockwheeling method.
Although the City eventually approved the use of the rockwheeling method, it required a
trenching procedure which exceeded the requirements of both City and State codes. The
Campbell Plaza owners expended over $6,000 for a procedure not required by any identifiable
code.
Second, to complete the Traffic Control Plan, the electrical subcontractor intended
to follow the City approved plans and match the existing markings by painting the striping and
pavement. However, Mr. Gomez's September 3, 1992 letter explained that the City, although
previously approving the plans for painting, now wanted all traffic striping to have thermoplastic
material applied. This mandate is not required by the City's General Conditions, Standard
Construction Provisions and Standard Construction Details for Public Works Construction. In
fact, existing striping and pavement markings are painted with no thermoplastic material applied.
Nonetheless, the owners of Campbell Plaza complied with the City's request at an additional
expense of $4,400.
Third, in complying with the City approved Street Lighting Plans, the contractor
properly installed the street lighting pull boxes behind the sidewalk on Winchester Boulevard.
After all the pull boxes had been installed, Mr. Gomez informed the contractor that the City had
changed its mind and now wanted the pull boxes installed in the sidewalk. Besides costing an
additional $1,600 to comply with City's change of heart, the contractor incurred an unnecessary
delay to relocate the pull boxes. Once the street lights and traffic poles were completed, the City
then notified the contractor in December 1992 that it wanted the lights and poles numbered. The
contractor agreed to comply with the City's new request and asked that the City promptly provide
it with the numbering scheme. Despite countless requests, the City failed to provide the
contractor with these numbers. Over three months later, in March 1993, the City finally provided
the contractor with the numbers for the street lights, but has yet to identify the numbers for the
traffic poles.
April 1, 1993
Page 3
Fourth, the City's Planning Department approved the landscaping drawings for the
redevelopment in November 1991. Accordingly, the work was perfonned pursuant to the
approved drawings, even though the drawings demanded items not required by the City's
guidelines. For example, by following the approved drawings, each tree at Campbell Plaza has an
additional stake and tie and a root barrier to protect cracking in the pavement area around the
tree. The approved drawings also required a pennanent watering system ("bubbler") at each tree
and the use of mulch to aid in the reduction of evaporation. The comracwrcomplied with the
drawings and exceeded the City's guidelines. Nonetheless, the City, through Mr. Gomez, recently
requested the contractor perfonn additional work above and beyond the City's guidelines and the
previously approved plans. Specifically, the contractor now must install 4" X 30" ABS perforated
pipe and relocate the bubblers so they will drain into the pipe. However, the perforated pipe is
not specified on the City's approved plans and the request for bubblers is not identified on the
City's guidelines. These items will cost the Campbell Plaza owners an additional $1,500, at a
nummum.
Fifth, by October 1992, the contractor completed the redevelopment of Campbell
Plaza and requested final inspection and approval of the project. After numerous requests, the
City issued a preliminary inspection report dated December 2, 1992, identifying various
"deficiencies" in the work. Ironically, many of the items listed as deficient were not required by
the City's approved plans and concerned work unrelated to the redevelopment. For example, the
City required the removal and replacement of broken and cracked public sidewalks. This request
was extremely burdensome and costly (approximately $6,000). Any such cracks or broken
concrete had been in existence long before the redevelopment and were not the responsibility of
the owners. Nonetheless, the owners complied with the City's demand. Furthennore, the
requirement that the contractor have its engineer submit "as-built" plans for review and approval
is an exorbitant and superfluous expense not previously identified on the City's approved plans.
Sixth and most recently, the City sent a second preliminary inspection report
noting additional "deficiencies" not identified in its first preliminary inspection report. The second
inspection report demands the removal of existing concrete sidewalk around the demolished
electrolier bases at an additional cost to the owners of approximately $2,000. This new item was
not required by the City's approved plans nor identified in the first inspection report, and concerns
cracks in the concrete which were in existence long before the redevelopment. More significantly,
the second inspection report seeks the relocation of all water meters to behind the sidewalk on
Nido Drive. The City approved plans designated the relocation of only one water meter by the
San Jose Water Company. The contractor complied with this designation. However, the
approved plans require no other water meters to be relocated. This newest "item for completion"
by the City is unnecessary, extremely burdensome and excessive in cost (approximately $12,000-
$18,000).
The owners of Campbell Plaza have repeatedly complied with all of the City's
requests on the redevelopment. The City's continued demand for the completion of additional
items nowhere identified in the approved plans must come to an end. The Campbell Plaza owners
April 1, 1993
Page 4
have exhausted all their funds on the remodeling and expended more than $500,000 over budget
to comply with the City's countless requests. The City currently holds in excess of$200,000 in
bond money which will not be released until the owners receive final approval. The owners of
Campbell Plaza have been more than reasonable in acquiescing to the City's concerns and
demands and request the City finally approve the project's completion. The owners ask that you
promptly notify Michael L. McGinnis, Project Superintendent of McLarney Construction, Inc., of
the project's final approvai. Thank you tor your cooperation in this regard.
Very truly yours,
)i, /l"~ . I
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(/1 JoLi M. Schunk
./
cc: Mr. Kevin McClamey
Mr. Bill Herrington
Mr. Joseph Castello
1\ I McLARNEY CONSTRUCTION. INC.
1 V~ GE:'iEH!\L CONTH.ACTOHS
c,lr'C.
RECEIVED
MAR 15 1993
March 11, 1993
Public Worb/Engin....ing
Mr. Chuck Gomez
City of campbell
Dept. of Public Works
70 N. 1st Street
Campbell, CA 95008
'P~\.-\. \",r ot \. - \. ~ ~
Re: Campbell Plaza
MCI f: 1-10
Dear Chuck:
Pursuant to our telephone conversation of this date, we will
install the 4" x 30" ABS perforated pipe per sheet 14 of the city
standards. It will be placed outside the root barrier adjacent
to the bubbler. The detail does not require gravel, therefore,
we will not provide any.
If this is not your understanding of this conversation, please
contact me immediately.
Sincerely,
McLARNEY CONSTRUCTION, INC.
~tL--~~- ;7
Michael L. McGinnis
Pro) ect Superintello.~llt
\lb
cc: Kevin McLarney, McLarney Construction, Inc.
Gary Cloud, Alpha Landscaping
340 S. Abbott Ave. . Milpitas. CA 95035 . 408/263-6997 . Fax: 408/263-7089 . Lie. #522892
(
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
March 4, 1993
Mclarney Construction, Inc.
Attn: Mike McGinnis
340 South Abbott Avenue
Milpitas, CA 95035
RE: SECOND PRELIMINARY INSPECTION REPORT-DEFICIENCIES
PERMIT NO. 91-152
LOCATION: 2365, 2395, 2505 WINCHESTER BOULEVARD
Dear Mr. McGinnis:
You have requested a final inspection on subject construction work. There are
deficiencies in the work which are indicated on the enclosed preliminary inspection report
dated March 4, 1993. These deficiencies must be corrected in accordance with City
standards before we can make a final inspection or acceptance of the work. Please call
for a field review of the 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 maintenance surety which will
be used to replace the performance surety currently held by the City.
Sincerely,
&~~
Cruz S~ Gbh,ez ()
Assistant Engineer
~
"AF:djr
Enclosure
cc: Building Division
Eddy Shen, LAS Associates, 102 Persian Dr Suite 201. Sunnyvale, CA94089
Bill Herington, Safeway Stores Inc., 47400 Kato Rd., Fremont CA 94538
File (Permit 91-152)
SECOND PRELIMINARY INSPECTION REPORT-DEFICIENCIES
PERMIT NO. 91-152
2365,2395,2505 WINCHESTER BOULEVARD
MARCH 4, 1993
A. General
1. Submit 'aboratory test results of compaction of native soil, aggregate base
and asphalt concrete.
2. Submit certificates of compliance of materials for aggregate base, concrete,
asphalt concrete, traffic signa's, street lighting electrical conduits, standards,
mast arms, luminaires, signal heads and hardwares.
3. Have your engineer submit "as-built" plans for review and approval.
B. Specific Items Deficient - Surface Work
Winchester Boulevard Northbound
1. General Note:
Sack all cracks and graffiti in bus stop lane, sidewalk, curb and gutter:
Winchester, Budd and Nido.
2. Remove electrolier. base to 6" below grading p'ane. Sawcut sidewalk
square, pour new sidewalk at previous location of electrolier base at 0 + 33.
3. Check tree spacing, relocate trees as necessary.
4. Sack cracked concrete at HCR at 7+00::t.
5. Sack all cracked concrete at northerly driveway.
-bef'lch-", ~-~
7. Install pole numbers on all electrolier poles.
Nido Drive Northbound
1. See Note 1, Winchester
2. Replace low asphattCOACrete conform at bactcot-driveapproach.
3. Relocate water meter to behind back of walk.
Budd Avenue
1. See Note 1, Winchester
C. Specific Items Deficient - Lighting
1. P'ace pole numbers P747, P748, P1025, P1026 on electroliers from north
to south.
D. Specific Items Deficient - Landscaping
General Notes: (Winchester, Nido, and Budd Avenues)
1. Bubblers were installed very inconsistently, or were not installed at all. Some
bubblers were buried, while others were as much as 6" above grade. No PVC
drain tubes were installed in conjunction with the bubblers. Bubblers shall be
placed below grade in 30" 'ong, 4" diameter schedule 40 PVC perforated pipe
sleeves fitted with clean 3/4 inch maximum size drain rock to a point 2" below
bubbler. A threaded slip cap will installed at top of s'eeve. The bubblers shall be
installed 14" from the trunks of the trees. An anti-drain valve will be installed at any
bubbler subject to line drainage.
2. Rootbarriers were also inconsistently installed. Some trees had no root barriers,
while others had rootbarriers which were installed backwards. The distance from
the rootbarriers to the trees varied, and some trees had large voids between the
rootbarrier and the rootball.
All trees shall have rootbarriers installed. Rootbarriers are to be installed at grade,
not above or below. Rootbarriers are to be installed with the raised deflecting ribs
faced inward towards the tree. Rootbarriers are to be not less than 22 inches in
diameter, with the tree centered in the planter. Sufficient native soil shall be placed
between the rootball and rootbarrier to eliminate voids and to allow soil to root
contact.
3. Distance from tree stakes to trees varied. Tree stakes shall be no more than
seven feet in height. Wooden stakes shall be installed inside of the rootbarriers.
Stakes which rub against the trees shall be removed and installed so as not to
contact the trunk.
4. Different types of tree ties were used, and some were improperly installed. Tree
ties must be the 24" corded type. Tree ties shall be installed in a figure "8"
configuration. The upper tree tie shall be installed six inches below the top of the
stake. Bottom tree ties shall be installed 2'6" below the upper tie.
5. Some trees were installed too high. The crown of the trees shall be 1" to 2" above
grade, and native soil shall be placed so as to cover the rootball. Grading within
the treewells shall allow water to evenly disperse in the treewell without
accumulating in one spot or having runnoff away from the tree.
6. The last tree on Nido is diseased at the base of the trunk, and must be replaced.
7. Weeds and construction debris must be removed from the landscaped areas.
8. The Chinese pistache closest to Winchester Boulevard must be pruned for safe
bicyc'e passage, as well as heading back for health and aesthetic value.
9. Trees showing signs of gird'ed roots must be removed and replaced.
10. All broken trees and tree stakes shall be removed and replaced.
I
l
a:91-152.mar
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February 24, 1993
RECEIVED
MAR 1 1993
Mr. Chuck Gomez
City of Campbell
70 N. 1st street
Campbell, CA 95008
~ublic Works/Engineering
Re: Campbell Plaza Renovation
Permit #91-152
HCI #: 1-10
Dear Chuck:
We have made several attempts to finalize the Campbell Plaza
Renovation project. Our last attempt was in a letter dated
2/3/93, asking for re-inspection and pole numbers. without a
final on this project the bank will not release our retention of
$200,000, which was due in November.
We would appreciate your help in finalizing this matter without
further delay.
sincerely,
:?;!~N'
President :ley V
\lb
INC.
cc: Gran~ Engstrom, ~ublic ~or~s
Joe Castello, campbell Plaza
Bill Herington, Safeway
Mike McGinnis, McLarney Construction
340 S. Abbott A\'t' . Mllpi:as. \ \ ~):S(135 . .:j.08i2tJ:ifj9~j7 . Fax: 408/2637089 . Lie. #522t:92
lVt:CLAR~f;rSR~~J;~~<;clf~r.. lNC~?
February 3, 199
..CIIVID
FES 8 1993
lubIic WorlraJEng;......
Mr. Chuck Gomez
City of Campbell
70 N. 1st street
Campbell, CA 95008
Re: Campbell Plaza Renovation
Permit #91-152
MCI #: 1-10
Dear Chuck:
Please accept this as our re-inspection request for the above
referenced project. We have not yet received the pole numbers
from Public Works allowing us to label the poles and we feel we
have completed all other items on the punch list.
If you have any questions or comments, please contact me.
Sincerely,
McLARNEY CONSTRUCTION, INC.
_//1) ~cuSJ,;t~c~~~
~lchael L. McGinnis ~)
Project Superintendent
\lb
cc: Kevin McLarney
340 S. Abbott Ave. . Milpitas. CA 9503.5 . 408/263~6997 . Fax: 408!263~7089 . Lie. #522.')92
IECEIVl:iJ
NOV 171992
MEMORANDUM
Public W orbJ Engin..ring
TO:
CHUCK GOMEZ
TONY RUCKER ~
FROM:
SUBJECT:
SAFEWAY LIGHTING
DATE:
NOV. 17, 1992
Per your request of Nov. 16, 1992, here is a suggested method for correcting the
most southerly type 15 lighting standard that has it's base plate partially embedded
below the sidewalk. I believe it would be more appropriate that Design &
Construction submit this to the contractor if it is approved. This is because it's
intent is to modify an existing, City - specified design, even though the proposed
modification should safely and efficiently correct the improper installation by the
contractor.
The cap should be broken out below sidewalk grade to a sufficient depth to allow
installation of a galvanized rod coupler (WextenderW) onto each of the four anchor
bolts. The coupler should be threaded half-way onto the anchor bolt. Then, a piece
of galvanized threaded rod should be threaded into the rod coupler and tightened,
meeting the top of the anchor bolt. A leveling nut, then a washer should then be
placed onto the threaded rod. The broken out cap should then be repoured, bringing
it up to grade with the sidewalk and about 1/4W below the leveling nuts. After
installation and leveling of the pole with the leveling nuts, the length of the
remaining threaded portion above the top nut which secures the standard should be
greater than 1/4w and less than 1-. Washers should be used under the top nuts as
well. This should leave between 1w and 2- between the sidewalk and the bottom of
the pole's base plate. This area should be grouted with a mix that consists of 1 part
by volume of portland cement and 3 parts of clean sand with sufficient moisture to
allow packing. The existing anchor bolts may need to be shortened prior to
installation of the rod couplers in order to provide the correct distance as described
above between the top of the leveling nut with washer and the top of the cap
(finished grade).
All anchor materials (anchor bolts, nuts, washers, threaded rod, rod couplers)
should be galvanized. The ends of any anchor bolt or threaded rod which has been
cut should be treated with a zinc - rich coating (Wcold galvanizingW) before
assembly.
This recommendation as described above applies only to Type 15 street lighting
standards.
To:
Chuck GomeL.
October 3G, 1992
From:
Chris Pena
*See map for locations
---------------------------------------------------------------
---------------------------------------------------------------
Regarding: Third lighting inspection for Safeway project (#91-152)
Location 4:
Bore drain hole in service box.
Location 5:
Install new #5 pullbox (existing box has damaged lip).
Location 6:
Interconnect......Install pull rope in #5 pull box.
Location 7:
Install ground rod in #3.5 pullbox at back of curb.
Grout #3.5 pullbox at back of curb.
Install pull rope in Interconnect conduit at south end of work area.
General Notes: Install duct seal on all streetlighting conduits.
! rU C L, U DE
[1ST,
77-1 /5
If V io77il
I'll/l/L If
To:
Hank Imokav.. _
October 30, 1992
From:
Chris Pena
Regarding: Preliminary inspection of new signal equipment at Budd Ave. and
Winchester Blvd. (permit #91-152)
===================================================================
See plans for reference locations.
Location B:
NOV 01 1::392
1. Touch up framework and signals with paint.
2. Tighten ground bushing in signal pole.
Location C:
1. Re-grout #5 pullbox, duct seal all conduits, and flush lid with walk.
2. Clean out pullbox.
3. Grout around top lip of pullbox flush with surrounding sidewalk.
4. Install proper set screw at top of framework at "T" fitting.
lJubli::: V':r_:-;.,:::. o:r:,,;:::.::..:.::-;;;.1
Location D:
1. Bore drain hole in bottom of pullbox.
2. Bond signal standard conduit.
3. Install bond wire for main conduit into cabinet.
4. Bond service conduit.
5. Install correct size fuses (5 amp) for streetlighting.
Location E:
1. Supply intersection as built.
Location A:
1. Secure phase 1 signal onto framework.
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