540 W. Campbell Ave. (TR6484)
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SERVING RESIDENTS OF
CITY OF CAMPBELL
COUNTY SANITATION DISTRICT NO.4
OF SANTA CLARA COUNTY
TOWN OF LOS GATOS
100 East Sunnyoaks Avenue
Campbell, California 95008
Telephone 378.2407
November 29, 1978
CITY OF MONTE SERENO
CITY Oc SAN JOSE
CITY OF SANTA CLARA
CITY OF SARATOGA
UNINCORPORATED AREA
John Anderson
260 McGlincey
Campbell, CA 95008
Re
Tract 6484
Gentlemen
Enclosed you will find lateral location sheet (s),
air test report sheet (s) and quantities report
sheet (s) for sanitary sewers installed in above.
With a letter from the contractor, you may connect
to the sanitary sewer system and proceed with paving.
The District will not accept the sanitary system
until all work has been completed.
Should you have any questions, please feel free to
call.
Very truly yours
Stephen H. Goodman
Man~r &. Engineer
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By
Dave Kocina
Inspector
DK/d
Encl.
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Contractor
Anderson & Mello
City of Campbell, Public Works Dept.'
Attn: Norm Samson
REC EPlED
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8-28-78
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ENGiii¿¿:ÚNG
RESOLUTION NO. 5508
BEING A RESOLUTION APPROVING FINAL
MAP OF TRACT NO. 6484.
WHEREAS, there has been submitted to the City Council of the City
of Campbell a final map of Tract No. 6484 for approval; and,
WHEREAS, the City Engineer has certified that the map conforms to
Subdivision Map Act and City Ordinance;
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Campbell that said map be and the same is hereby approved and that the
streets, avenues and public ways shown thereon be and the same are
hereby accepted.
PASSED AND ADOPTED this
by the following vote:
27th
day of November
, 1978
AYES: Councilmen:
NOES: Councilmen:
ABSENT: Councilmen:
Doetsch, Hammer, Podgorsek, Paul
None
Chamberlin
APPROVED:
ATTEST:
Norman Paul
Vi ce Mayor
Phyllis O. Acker
City Cl erk
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COUNTY SANITATION DISTRICT NO.4
OF SANTA CLARA COUNTY
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\Al.SERVIN<fRËsIOENTS OF
Sa~>¿lz..-ì~f CITY OF CAMPBELL
, //-1 TOWN OF LOS GATOS
CITY OF MONTE SERENO
CITY OF SAN JOSE
CITY OF SANTA CLARA
CITY OF SARATOGA
UNINCORPORATED AREA
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100 East Sunnyoaks Avenue
Campbell, California 95008
Telephone 3782407
November 9, 1978
City of Campbell
Public Works Department
75 N. Central Avenue
campG;be 11 L- C~ ~-~.~ 08
Re Tract 6484 "
condomi~s on Campbell
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Avenue near Dot)
This is the District's clearance letter for the recordation of
Tract 6484. Fees have been paid, plans have been approved. All
of this District's requirements have been met.
We wish to thank the Public Works Department of the City of Campbell
for working with us in sewering these condominiums. We are very
fortunate this District's Maintenance Department tested the existing
lateral in Campbell Avenue and found it to be satisfactory. No
pavement cuts nor pot holes in Campbell Avenue will be required.
Very truly yours
Stephen H. Goodman
Manager and Engineer
ry~A, 1/;cM
By Preston R. Nichols
Associate Civil Engineer
PRN: j 1
cc: Jack Paulson
1173 Saratoga-Sunnyvale Rd.
San Jose, CA 95129
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MEMORANDUM
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CITY OF CAMPBELL
To:
",", Pub1 ic Works Dept.
',Atten: Jim Penoyer
Building Department
Date:
October 31,1978
From:
Subject:
Soils Test for Tract 6484
----------------------------------------------------------
Attached is a copy of the soils report for Tract 6484.
With this report the Building Department waives any further soils
test requirement for the above tract.
RECEIVED:
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PUt) L\ C '~\û¡H\S
ENG\t~f£R\N.G
Wally Byron
Bui1âing Official
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CIVil & CONSTRUCTION CONSULTANTS, INC.
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SAN JOSE
7246 SHARON DRIVE
(408) 257.7083
CALIFORNIA 95129
CITY OF CAMPBELL
BUILDING DEPARTMENT
Job No. 78285
October 26, 1978
CLIFFORD C. BECK, R,C,E.
MARVIN D. KIRKEBY. R,C.E,
KENNETH NELSON, R,C,E,
Mr. Wallace H. Byron
Building Inspection Department
City of Campbell
75 N. Central Avenue
Campbell, Ca.
SUBJECT:
Jack Paulson Seven Unit
Project at 540 W. Campbell Ave.
Dear Sir:
Please refer to the approved building and site grading and
your letter for the subject building construction project
in your city.
At the request of the contractor, an inspection of the sub-
ject site was conducted by the undersigned on October 24th,
to examine and evaluate the adequacy of existing foundation
materials.
From our field investigation it was indicated that building
construction has progressed substantially towards completion,
although the site grading work is still in the rough excava-
tion state. Formerly the property sloped northeasterly at
less than 1.2 percent average gradient, previous to the start
of pad excavation work. In the front building area, less
than six inches of top soil has been removed before the actual
trenching for foundations was started. At the rear building,
the pad was compacted and filled approximately twenty inches.
Formerly, the top 48" of soil covering consisted of a greyish
bown to a pale brown, naturally well compacted fine textured
gravelly, sandy silt, alluvially deposited and containing
a high percentage of fractured weathered shales, serpentine,
and various other igneous rock particles. With increase depth,
the top soils are underlain with pale brown gravelly sandy clays
and silts containing a heavier concentration of moderately
weathered shale rock, greenstone, serpentine, and sandstones
rocks bedded in lenses of varying thickness. The top soil can
further be id8ntified generally as meeting the specification
for GC, SM, and ML soil groupings according to the Unified
CIVIl. " CON8TRUCTION CON8UI.T"NT8, INC.
Page Two.
Classification System, having a very low expansive potential
(Atterberg limits plastic index rating of 0 to 5).
All trench excavations were inspected and were found to be at
least one inch oversized in width as compared to the dimensions
which are shown on the drawing as 12 inches minimum. At the
front building, the average trenching depth was determined to
be 12 inches or more below the undisturbed natural grade depth
within the entire building area. The rear building footings
are bearing partially on the compacted fill (northeasterly
side) or into the undisturbed soil (southwesterly side)again
the trenching depth is twelve inches or more.
In July, Terratech, Inc., of San Jose was retained by the
contractor to provide compaction tests and ~rovide a report
of field results for the two building pads. Enclosed is a
copy of their report. In our opinion, the tests indicate
that the degree of soil compaction at the foundation bottoms
is uniform, and that the values obtained are representative
of the natural undisturbed soil densities.
Based on our field observations, it was concluded that a
2500 psf safe allowable bearing pressure under continuous
footings is considered acceptable for this site. All bearing
footings can be 12" wide. We have computed from the building
plans that the maximum unit soil bearing pressure for live
and dead loading should not exceed 1150 psf, and this loading
would occur along the front and rear wall lines, only.
In conclusion, we believe that the foundation construction,
depth of trenching and the soil preparation work has been
accomplished in an adequate and good workman like manner todate.
It is recommended that this phase of construction be accepted
and approved by your department.
Should there be any questions regarding this subject, please
contact this office.
Very truly yours,
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-cf1~ Beck
RegIstered Civil Engineer
CCB:bjd
cc:
Jack Paulson
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PACIFIC
GAS
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ELECTRIC
COMPANY
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6402 SANTA TERESA BOULEVARD. SAN JOSE, CALIFORNIA 95119 . (408) 225-9450
October 23,1978
~r. Joseph Elliott
pirector of Public Works
75 North Central Avenue
Çampbell, California 95008
Subject:
Easement Approval for Tract #6484-Campbell & Dot
Dear Mr. Elliott:
The Public Service Easements shown on the final copy of the tract
presented prior to recording, are adequate and satisfactory for
the installation of this Company's gas and electric distribution
facilities.
Should you have any questions, please call our
Elec~ric Engineering Department at 225-9450.
Sincerely,
t/'{I;~r;~ ðerê:, -4
J. W. Roberts
District Electric Superintendent
cc:
PT&T
. Gill Cable, rnc.
Civil & Construction
J. O'Brien
File
Consultants
RECEIVED
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ENGj,;",~,\jNG
Pacific Telephone
1531 parkmoor Avenue
San Jose, CA 95128
October 19, 1978
Mr. Joe Elliott
City of Campbell
75 North Central Avenue
Campbell, CA 95008
RE:
Tract No. 6484
Dear Mr. Elliott:
The public utility easements and certifications, as shown on the final
copies of the map for Tract No. 6484 have been examined by this office.
The easements are adequate and satisfactory to this company.
Very truly yours,
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L4. C. nson
Engineering Manager
cc:
Civil & Construction Consultants, Inc.
RECEIVED
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ENGINHRING
ELLIOTT
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Public Works
October 16,1978
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PACIFIC GAS AND ELECTRIC COMPANY
6402 Santa Teresa Boulevard
San Jose, California 95119
Attention: J.W. ROBERTS
District Electric Superintendent
Re: JUNCTION BOX LOCATIONS FOR TRACT 6484 - CAMPBELL AVENUE
Gent 1 emen :
In regard to your form letter of October 6,1978, forwarding to us your
estimate drawing for the above-described project, we are returning herewith
two copies of said drawing, along with a blank Excavation Permit application
form.
Please complete this application for an Excavation Permit, and return it to
this office with three copies of your drawing of work to be done attached.
Very Truly Yours,
JOSEPH ELLIOTT
Director of Public Works
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By DAVID N. VALKENAAR
Project Engineer
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Enclosures
PACIFIC
GAS
AND
ELECTRIC
COMPANY
+
6402 SANTA TERESA BOULEVARD. SAN JOSE, CALIFORNIA 95119 . (408) 225-9450
October 6,1978
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Mr. Joseph Elliott
~irector of Public Works
J5 N. Central Avenue
~ampbell, California 95008
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Subject:
Junction Box Locations for Tract #6484-Campbell Avenue
~ear Mr. Elliott:
Enclosed are prints of our estimate drawing showing the proposed
electric junction box locations for this tract and suggested
means of serving the proposed electroliers.
Sincerely,
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J. W. Roberts
District Electric Superintendent
Att.
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PUBLIC ~¡mR:K~
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5750 ALMADEN EXPflESSWAY .
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FC 59 (08.10.77)
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SAN JOSE, CALIFORNIA 95118. (408) 265-2600
Sa()~a Clara Valley Wo~er Dis~(id U
August. 2,1978
~RECEfV:D
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PUBLIC "'~-,.'}
State of California EN G I {,
Division of Real Estate
One Hallidi. Plaza, suit:a 20Q
San Francisco, California 94102
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Gent.lemen s
A request has been received from Regid~nt:btl Ti~l~ Cf'WIItPI"f\? to prepare a flood hazard
report relative to 1:.;'11";:1.. of' ,T~t'!k 'þ!'lln'~""" - T.l"-"':::.rM wir!-.~n +:ñ~ :"'-17 Qr "::I~11
in the San TnmA.. J.<p,.nt'\ GftNO!1r ' Watershed.
The following report is based on data available to the Santa Clara Valley Water District and is not intended to supplant any required
report from the Federal Insurance Administration.
iXI The site would not be subject to flooding in the event of a 1% flood flow from a District Facility under either present or
foreseeable future conditions. (This is a flow having a 1% chance of being equalled or exceeded in any year.)
0 The site would be subject to flooding from Creek in the event of the 1% flood flow.
It is estimated that the channel has a present capacity to pass a flow which has a % chance of being equalled or
exceeded in any year, No assurance can be given as to date at which flood pro~ction will be provided. Any information
available to us regarding possible future protection is given below under "Additional Comments",
0 A flood hazard to the site does not exist under present conditions. A 1% flood hazard to this site may develop as
conditions change.
Additional Comments:
For information concerning the hazard from ånd disposition of local or surface storm wa~r within and adjacent to this site, please
contact ,.~ ry n-F C""TM 1 1 nA!';IIri'mAnt' ,of 'P1~b] i (" Wo~~s
Sincerely yours,
ORIG1NAt: SIGNED BV
w. F, Carlsen
Division Engineer
Design Coordination Division
cc:
Residential TitJ.e Company
Attn: Ms. Mona Loqidice
civil and Construction Consultants, Inc.
¡,;ø:. Joe Elliot, Director of Public Works
City of Campbell
COpy
Arthur A. Kee
Planning Director
ly 25, 1978
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Joseph Elliott '
Of rector of Pub 11 c Works ¡_J_A~-
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Tentative Subdivision Map '.'--'--H
lands of Coleman I ¡
APN 305-28-02 ,~ !
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The following conditions of approval are recommended concerning the
subject tentative map submitted by louis M. Bini Associates;
1. Installation of a sanftary sewerage system to serve all lots within
the subdivision in conformance with the proposed plans of the County
of Santa Clara Sanitation District No.4. Sanitary sewerage service
to be provided by said Sanitation District No.4.
2.
Installation of a water distribution system to serve all lots within the
subdivision in conformance with the plans of the Campbell Water Co.
Water service is to be provided by said Campbell Water Co. Fire
hydrants and appurtenances shall be provided and installed at the
locations specified by the Fire Chief of the City of Campbell. Fire
hYdrant rental fees shall be paid to City at the rate of $1~5 per
fire hydrant.
3. Subdivider shall create or provide any Public Service Easement and any
other public utility and/or public service easements as maybe necessary
for the installation of any and all public utilities and/or facilities.
4. Compliance with the provisions of Title 20, Subdivision, of the Campbell
~1unicipal Code.
5. Subdivider to pay Storm Drainage Area Fee.
6. Subdivider to furnish copy of Preliminary Title Report.
7. C.C. & R.ls to be approved by City Engineer to insure provisions for
maintenance of buildings and c~ area.
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SAN FRA..CISCO, CALIFORNIA
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