1428 Hacienda Ave. (TR6660)
----
TO:
Acct.
3372
3370
3372
3372
3372
3372
3372
3372
3372
3372
3372
3372
3373
3373
3373
3372
3372
352,1
352'1
3521
CITY CLERK
P1ease c011ect and receipt
for the f0110wing monies:
P.W. Fi1e No.
Items
Pre1iminary Environmenta1 Impact Report Fee ($50.00)
Storm Drainage Area Fee ($765/acre--$170/10t minimum)
P1an Examination and Construction Inspection Fee
(3-1/2% of va1ue
Tentative Parce1 Map Fi1ing Fee ($50.00)
Tentative Tract Map Fi1ing Fee ($100.00)
Final Parcel Map Fi1ing Fee ($100.00)
Fina1 Tract Map Fi1ing Fee ($100.00)
Vacation of Pub1ic Streets and Easements ($200.00)
Assessment Segregation or Reapportionment ($200.00
for first p1us $60.00 each additiona1)
Lot Line Adjustment Fee ($100.00)
Certificate of Comp1iance ($100.00)
Map Revisions to Map Companies ($10.00)
Copies of Engineering Maps and P1ans ($0.50/SF)
Work Area Traffic Contr01 Handbook ($2.00)
Project P1ans and Specifications ($10.00)
Excavation Permit App1ication Fee ($25.00)
Excavation Permit Fee (3-1/2% of va1ue)
Cash Deposit
Faithful Performance Deposit
Maintenance Bond Deposit
TOTAL
Tp '"' , l-t ~.... ~
1< 0. Y -;ßQ. I c.. t.
Name eO,! AL K.£ EST) I t-JG ¡ Phone
Address-'?~ ~ ~ I SA£.AIO~~-<=;UNt.J'1\.)ALE R...,b,Zip
SA f2.. A T"{X; A
FOR
CITY
CLERK
ONLY
Receipt No. 9 () / 7
-Ii{? ') (')0
Amount Pa i d C>(', / ð ð,
Rece i ved by ~ W
/ ¿)- d 7 - :;7 0
Date
S.Till "-)
Tf2.. #b~~D
Amount
t} , ~o
~ID
$
z} 100
25':J-11-7.1..
9~oì()
February, 1980
TO:
Acct.
3372
3370
3372
3372
3372
3372
3372
3372
3372
3372
3372
3372
3373
3373
3373
337AfÀ
3371J~
3520
3520
3520
CITY CLERK
P1ease c011ect and receipt
for the f0110wing monies:
P . W. Fit e No.
Items
Pre1iminary Environmenta1 Impact Report Fee ($50.00)
Storm Drainage Area Fee ($765/acre--$170/10t minimum)
P1an Examination and Construction Inspection Fee
(3-1/2% of va1ue
Tentative Parce1 Map Fi1ing Fee ($50.00)
Tentative Tract Map Fi1ing Fee ($100.00)
Fina1 Parce1 Map Filing Fee ($100.00)
Fina1 Tract Map Fi1ing Fee ($100.00)
Vacation of Pub1ic Streets and Easements
Assessment Segregation or Reapportionment
for first p1us $60.00 each additiona1)
Lot Line Adjustment Fee ($100.00)
Certificate of Comp1iance ($100.00)
Map Revisions to Map Companies ($10.00)
Copies of Engineering Maps and P1ans ($0.50/SF)
Work Area Traffic Contr01 Handbook ($2.00)
Project P1ans and Specifications ($10.00)
Excavation Permit App1ication Fee ($25.00)
Excavation Permit Fee (3-1/2% of va1ue 1ess $25.00)
($200.00)
($200.00
Cash Deposit
Faithfu1 Performance Deposit
Maintenance Bond Deposit
TOTAL
Name Eö~
Address /2 ~ /
l< It' C ~ +- l ~ ( ,
SQrdtf4>le:. - L..)uwU' ve../,.
Sc. -. ( :7 ~
Phone
Zip
/7 ,/
FOR
CITY
CLERK
ONLY
Receipt No.
Amount Paid
Received by
0 2!CJS F
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á-AI
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Date
ST(/Þ!
/
Amount
/~ O. ~'õ
$
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7 j'~Ö7f)
February, 1980
I
I CITY
OF CAMPBEll
75 NORTH CENTRAL AVENUE
CAMPBELL, CALIFORNIA 95008
(408) 378-8141
February 14,1983
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---"\.\~' - ' .:>-
~ Department:
t
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Public Works
L/' '
CA"t
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Houge Construction
780 Union Avenue
Campbell, CA 95008
.------
'h-II""
Subject:
One Year Maintenance Acceptance
Location: 1428 Hacienda Avenue
Permit No.: 81-169 (TR 6660) ST (16)
Gentlemen:
We have made a one year maintenance inspection of subject public
works improvements and find that no maintenance is required.
By copy of this letter, we hereby release your maintenance bond.
Very truly yours,
JOSEPH ELLIOTT
Director of Public Works
1ã1~
DAVID N. VALKENAAR
Project Engineer
DNV:
cc: Norm Samson
Al Barker Bonds, 717 Hearst Building, Market & Third, San Francisco 94103
Bond OSM 557 440
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RESOLUTION NO.
6257
BEING A RESOLUTION ACCEPTING TRACT
NO. 6660 AND IMPROVEMENTS THEREON
WHEREAS, the City Council has been advised by the City Engineer
that all improvements in Tract No. 6660 have been completed in accor-
dance with that agreement entered into November 10, 1980, concerning
said Tract; and,
WHEREAS, the City Engineer recommends acceptance of the Tract
and improvements;
NOW, THEREFORE, BE IT RESOLVED by the City Council that Tract No.
6660, together with all improvements thereon, be and the same is hereby
accepted, and that the City Engineer is hereby ordered to record a Notice
of Completion of said improvements.
PASSED AND ADOPTED this
1982, by the following vote:
16th day of
February
AYES:
Counc i 1 men:
Chamberlin, Hammer, Paul, Doetsch
NOES:
Councilmen:
None
ABSENT:
Councilmen:
podgorsek
APPROVED:
ATTEST:
,1/
Mayor
£k ' /(' (;' ¿;;,
LU~ ( {, ./' A/'
Phyllis o. Acker, City Clerk
1 HE rC:-:EGOING IN'
ArID C('.~"-CT STRUMENT IS A TRUE
m"L COpy
ON H',,' I" T"I~ OF THE ORI<3INAI.'
, " "J OFrICE,
Ant'", PHYU's 0 '<-,
CITY OF CAM,'C .. AC" -", CITY CLI!IfK
Ell, CAlIFûi1NIA
BY ~ ~ ø .Cù..l1-<. ~
IW:D -..--~II q/fl..J..
f
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6.~ SOIL, FOUNDATION AND GEOLOGICAL. ENGINEERS
'IK.' 'r IU~ I~A S I~AI~.~ H I N.~.
ìtL
/ - ,;t?-f ,-~
,. "-
1580 NORTH FOURTH STREET, SAN JOSE, CALIFORNIA 95112, (408) 287-9460(", ',/", ',,'/
Ý .
'~;rr~
. /
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project No. l-4425-C
30 November 1981
"
Royal Krest, Inc.
12361 Saratoga-Sunnyvale Road
Saratoga, ~ 95070
r,""',--, -~
; --2fj
.¡~ 19
)
Attention:
r-1r. Ray Balch
Pl'I:); ;, '
",.1.. t, ! , '
L 'I .,,' .", v.)
(/'.U1; "- " \
"".,1\01
Subject:
Tract 6660
1428-1440 Hacienda Avenue
Campbell, California
FINAL REPORr OF TES-rING AND œsERVATION
SERVICES CN A SEcrICN OF HACIENDA AVENUE
Gentlemen:
At your request, our firm has provided testing services on the subject
street. The grading operations have been satisfactorily performed in accor-
dance with our Soil Investigation Report dated 31 iYtay 1979.
Grading operations commenced on the street with clearing and stripping in
specified areas. The subgrade \.¡as noisture oonditioned as necessary and
compacted to a minimum relative oompaction of 95%. Baserock was then placed
and compacted to 95% minimum relative oompaction. Relative oompaction is
based on the maximum dry density as determined in Laboratory Test Procedure
ASTM D1557-78.
Fill was then placed and oompacted until baserock grade was achieved. The
street is I1O\'¡ ready for final irnprovements. It should be noted that proper
site drainage rust be maintained at all times. All laboratory and field
test results are summarized on the enclosed TABLES I and II.
Should you have any questions or require ërlditional information, please o:>n-
tact our office at your convenience.
Reviewed by:
;J~~
Hassan AIDer, P. E.
Principal Engineer
Very truly yours,
/-ì
TERRASEARCH, INC . / i
/' / !/
\,./ , ,/:"_/ (/ "" ~
t'-.~eQ..- /~~
Lawrence Pavlak, R.G.
Field Engineer
Copies:
4 to Royal Krest, Inc.
5702 MARSH DRIVE, SUITE J. PACHECO, CALIFORNIA 94553 - 415-676-5476
11492 SUNRISE GOLD CIRCLE, SUITE F, RANCHO CORDOVA, CALIFORNIA 95670 - 916-635-2153
Project No. 1-4425-C
30 November 1981
,
TABLE I
Summary of Laboratory Test Results
Test No. Description Max. Dry Density Opt. Moisture
(Soil Type) p.c.f. %
(1) BrCMT1 Silty SAND & GRAVEL 125.4 9.8
(2) Baserock 120.2 11.6
TABLE II
Summary of Field Density Test Results
'J'<=>st Date Location Depth Moisture Dry Relative Soil Type
1981 (ft.) Content Density Compaction and
% p.c.f. % Remarks
- -
Hacienda Avenue
1 8/13 East Section by Lot 7 S.G. 11 121 96 (1)
2 8/13 East Section by Lot 6 S.G. 8 119 95 (1)
3 8/13 Near Intersection S.G. 12 121 97 (1)
4 8/13 West Section by Lot 1 S.G. 13 120 96 (1)
5 8/17 Adj. to Lot 7 B.R. 19 97 80 *(2) RT 8
6 8/17 Adj. to Lot 6 B.R. 20 98 81 *(2) Rr 9
7 8/17 Adj. to Lot 1 B.R. 20 100 83 *(2) lIT 10
8 8/17 Adj. to Lot 7 B.R. 9 114 95 (2)
9 8/17 Adj. to Lot 6 B.R. 9 115 96 (2)
10 8/17 Adj. to Lot 1 B.R. 9 114 95 (2)
2
NOl'ES :
l.
2.
3.
4.
5.
Numbers in parentheses refer
* denotes failing test.
R.T. = retest.
S.G. = subgrade.
F.G. = final grade.
Project No. 1-4425-C
30 November 1981
.
to roil type from TABLE I.
3
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EX C A V A T ION PER M I T
Permit No. {fl-/(v((
Ref. file 5'/ / C-
App. date f :z..;;--R I
Issue date_'4-- $-~
Expires - - ~
~
CITY OF CAMPBELL
DEPARTMENT OF PUBLIC WORKS
75 N. Central Avenue
Campbell. CA. 95008
(408) 378-8141. ext. 220
APPLICATION
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VI
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Application is hereby IUde for ;;:. ex~aration permi\. in accor:nce with ;:::l:~n1c1pal Code. Section 11.04.
A. Location of work: /'I::J..O ~,\~~~ 4. M'U~ \ ,-,-~~~.L.t.
B. Nature of work: (! /j ¡J~~" AJ~M ~7 ~
C. Attach three (3) copies of a drawing showing the location. extent and dimensions of the work. The drawing
shall show the relation of the proposed work to existing surface and underground 1l11provements. When ap-
proved by the City Engineer. said drawing becomes a part of this permit.
D. The General Conditions for all permits are listed on the reverse side. Special Provisions for this permit
are listed below. Failure to abide by these conditions and provisions may result in Job shut-down and/or
forfeiture of Faithful Performance and Cash Bonds. (See General Conditions 1 and 2.)
....
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E. An application fee of $25 must accompany this application. This is non-refundable and will be applied toward
the total permit fee if the pe l111i t is consUIIIIII ted .
,/./
Address
...,.
Telephone: - 377 - rrl.JlJ
,~ ;1(.0 6.\~+\Lk ~V\ '~~J..(J
City Business License No. 0 Ó c.;' c.f ;;:L If
*NOTE: The Contractor lUst have a current State Contractor's License and City of Campbell Business License.
,...,.
SPECIAL PROVISIONS
1. Street ~hall not be open cut for underground installations. "ini- cuts ..v ~ all(l\o/c'; for
con~ctinn~ or exploration holes. Such cuts lUst be specifically ~~provcd by the Insoector.
2. Pavement construction or restoration shall be:
I. As shown on plans.
. .
,,/
b. Existing section plus 2-inches A.C. with 4-inches A.C. on 12-inches R-78 base rock or
9-inches A.C. held as a minimum section.
c.
Note - Existing chip seals shall be replaced to conform with the surrounding pavement surface.
3. The hours of work are limited to outside the hours of 7-9 a.m. and 3-6 p.m.
v
4. Work to be staked by a licensed Land Surveyor or Civil Engineer and two (2) copies of the
cut sheets sent to the Public Works Department before starting work.
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NOTICE ItIST BE GIVEN TO THE CITY AT LEAST 48 HOURS BEFORE BEGINNING WORK. PHONE 378-8141. ext. 220.
0
I-
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Amount
Receipt No. 's
é).lIq
PERMIT APPLICATION FEE $ 25.00
BOND FOR FAITHFUL PERFORP'ANCE $ t ,;¡
CASH DEPOSIT REQUIRED $ --
PERMITFEE(Jli~OfF.P>~ ,,- //Jt~ $ "d
Approved for issuance ~?c;r<É~
for C ty Engineer
S. í '/&) (.'1 r (
,»
'1'71" < { /1-,' ,/, (¿-.~,<-
'f - ;¡../~ I
Date
.....
The Permittee hereby agrees by affixing his signature to this permit to hold the City of Campbell. its
officers. agents and employees free. safe and harmless from any claim or demand for damages resulting
from the work covered by this permit.
ACCEPTED
Applicant (Permittee)
Date
,
'-i~/ / Y/~
1- 2)- 9)~-
TO:
Acct.
3372
3370
3372
3372
3372
3372
3372
3372
3372
3372
3372
3372
3373
3373
3373
3372
3372
3521
3521
3521
CITY CLERK
P1ease c011ect and receipt
for the f0110wing monies:
P.W. Fi 1e No.
Items
Pre1iminary Environmental Impact Report Fee ($70.00)
Storm Drainage Area Fee per acre ($1.500 R-l;
$1,650 Multi-Res.; $1,800 all other)
P1an Examination and Construction Inspection Fee
(3-1/2% of va1ue
Tentative Parce1 Map Filing Fee ($60.00)
Tentative Tract Map Fi1ing Fee ($120.00)
Fina1 Parce1 Map Fi1ing Fee ($120.00)
Fina1 Tract Map Fi1ing Fee ($100.00)
Vacation of Pub1ic Streets and Easements
Assessment Segregation or Reapportionment
for first p1us $80.00 each additiona1)
lot Line Adjustment Fee ($160.00)
Certificate of Comp1iance ($180.00)
Map Revisions to Map Companies ($10.00)
Copies of Engineering Maps and P1ans ($0.50/SF)
Work Area Traffic Contr01 Handbook ($2.00)
Project P1ans and Specifications ($10.00)
Excavation Permit Application Fee ($25.00)
Excavation Permit Fee (3-1/2% of va1ue)
($270.00)
($250.00
Cash Deposit
Faithfu1 Performance Deposit
Maintenance Bond Deposit
TOTAL
:::~~ ~;:4~; - S. ~"'~ \1 ~ .
\
FOR
CITY
CLERK
ONLY
Rece ipt No. ~) ( 9
Amount Pa i d ~;:¿ ,Ç" ð-C
Rece ived by Cl-;y'.
Date If - )- ð
Amount
2.ç . 00
$
-¿ <Ç. DO
Phone ;¡:~ - ~"
Zip 9š'c> ?t)
January. 1981
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,------..------,-..- - ,'- --------
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75 NORTH CENTRAL AVENUE
CAMPBELL, CALIFORNIA 95008
(408) 378-8141
Department:
Pub 1 i c yJorks
August 18,1981
Mr. Gerald Marozick
Pacific Gas & Electric
325 Saratoqa Avenue
Los Gatos, CA 95030
RE:
Campbell Municipal Lighting District
Enerqizinq Electrolier
Dear ~r. Marozick:
'../
A new 2AO-volt e1ectrolier has been installed as a part of
~ract No. 6660, and we request that you energize it as soon
as possible. The electrolier contractor is Fixall Electric.
Luminaire
90-w., L.P.S.
Location
--
South side of Hacienda
Ave., 200 feet east of
Abbott Ave.
A luminaire on a wood pole was removed as a part of the same
tract. Please remove it from our billing.
Pole No.
--
Luminaire
3933
70-w., H.P.S.
Location
South side of Hacienda
Ave., 275 feet east of
Abbott Ave.
Thank you in advance for your cooperation in this matter. If
you should have any questions please feel free to contact the
unders i ~:med.
Very truly yours,
Joseph Ell i att
Director of Public Works
~~4.~
Lynn M. Snyder
Engineering Aide II
U~S/ 1 P
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RESOLUTION NO.
5977
BEING A RESOLUTION APPROVING FINAL MAP OF
TRACT NO. 6660, HACIENDA AVENUE, AUTHORIZING
THE MAYOR TO SIGN THE PROPOSED AGREEMENT.
WHEREAS, there has been submitted to the City Council of the City
of Campbell a final map of Tract No. 6660, Hacienda Avenue, for approval;
WHEREAS, an agreement, approved by the City Attorney as to form,
which covers certain conditions of approval of said map has been presented;
and
WHEREAS, the City Engineer has certified that the map conforms to
Subdivision ¡-lap 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 any
real property offered for dedication for public use is accepted on behalf
of the public in conformity with the terms of the offer of dedication.
BE IT FURTHER RESOLVED that the Mayor be and he is hereby authorized
to execute said agreement on behalf of the City of Campbell.
PASSED AND ADOPTED this 10th
the following vote:
day of
November
, 19 ~ð , by
AYES: Council men: Paul, Doetsch, Chamberlin, Podgorsek, Hammer
NOES: Councilmen: None
ABSENT: Councilmen: None
APPROVE!" :
Russell J. Hammer
Mayor
ATTEST:
l-'hyllls O. Acker
City Clerk
TO !:;: ¡;:::C--::,"-";--' , ,"""è' 'T ~-E
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~ - I~'...,¡.~ G"'~'i~'~..I"E'1 CODE
AT TiiE Rï::Q:1o',¡ ,,: .,",d,"",.
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COUN}Y SAN.DIST.1"r
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691000()
/
CITY OF CAMP8' '-
75 NORTH CENTRAL A JUE
CAMPBELL. CA 95008
AGREEMENT.
th i s THIIOSthA~~~ E~~ NT ~o~ ~~~:~i f i e~ ~ ~ 8~O: ~~. a ~âQ~e iw::~e a nd {f~~ ~~t~:" ~ ~'~~ pJ
Royal Krpc:;t. Tn~
hereinafter referred to as IISubdivider", and the CITY OF CAMPBELL, a
Municipal Corporation of the County of Santa Clara, State of California,
hereinafter referred to as IICITY".
WITNESSED :
WHEREAS, Subdivider desires to subdivide that certain real property
situate within the City of Campbell in accordance with that certain map
heretofore filed in the office of the City Clerk of City, marked and
designated IITract No. 6660 , lying entirely within the City of Campbell,
California;
NOW, THEREFORE, IT IS HEREBY MUTUALLY AGREED TO by and between the
parties hereto as follows:
(1) In consideration of the approval of said map, Subdivider shall
provide and construct and/or install at his own proper cost and expense,
standard street improvements across the entire frontage, of said Tract
No. 6660
(2) It is further agreed to that all of said improvements shall be
constructed and/or installed within twelve (12) months from the date first
above written; provided, however, that in the computation of said twelve-
month period, delays due to or caused by acts of God, viz., unusually
inclement weather, major strikes, other delays beyond the control of Sub-
divider shall be excluded.
It is expressly understood and agreed to that if Subdivider shall fail
to complete the work required by this agreement within the said period of
twelve (12) months from the date hereof, the City, after giving ten (10)
days written notice thereof to Subdivider, may construct and/or install said
improvements and recover the full cost and expense thereof from Subdivider.
(3) It is further agreed to that all of said improvements shall be
constructed and/or installed in accordance with those plans approved by the
City Engineer of the City of Campbell, and shall be made under the super-
vision and inspection and to the satisfaction of the City Engineer. It is
further agreed to that said construction and/or installation be in accordance
with the existing ordinances and resolutions of the City of Campbell, and
to all plans, specifications, standards, sizes, lines and grades approved
by the City Engineer, and all State and County statutes applicable thereto.
1 of 4
(4) It is further agreed to that the construction work of the improve-
ments embraced by this agreement shall be done in accordance with the standard
specifications of the Department of Public Works, Division of Highways, State
of California, dated January, 1973 and in accordance with the Specifications
of the City of Campbell, and Sanitation District No.4 of the County of Santa
Clara, where indicated.
WHEREVER the word IIState" or words tlDivision of Highwaystl are mentioned
in the State Specifications, it shall be considered as referring to the City
of Camp be 11 . A 1 so, wherever the tlDi rectortl or tlDi rector of Pub 1 i c Works tI is
mentioned, it shall be considered as referring to the City Engineer.
In case of conflict between the State Specifications and the Specifications
of the City of Campbell and Specifications of County Sanitation District No.4
of Santa Clara County, the Specifications of the City of Campbell and County
Sanitation District No.4 shall take precedence over and be used in lieu of
such conflicting portions.
(5) It is further agreed to that Subdivider shall deposit with City,
upon execution of this agreement, for office examination of improvement plans,
field examination of improvements, inspection of construction of improvements,
and all necessary expenses incurred by City in connection with said Tract
No. 6660 the sum of NINE HUNDRED TEN DOLLARS l$910.00)
(6) It is further agreed to that Subdivider shall file with City, upon
execution of this agreement, a bond in the amount of THIRTEEN
THOUSAND DOLLARS ($13,000.00)
to insure payment for labor and materials and a bond in the amount of
TWFNTY-STX T~I AR~ ($?h noo 00)
to insure full and faithful performance of the construction of all the afore-
mentioned improvement work, excluding sanitary sewers and water distribution
system. Said bonds shall guarantee that Subdivider will correct any defects
in the aforementioned improvement work, excluding sanitary sewers and water
distribution system. Said bonds shall guarantee that Subdivider will correct
any defects in the aforementioned improvements which shall appear within one
(1) year from the date of acceptance of the work by City and pay for any
damage to other work resulting from the construction thereof, as well as
paying the cost of all labor and materials involved. These bonds shall remain in
effect until one (1) year after the date of final acceptance of said improvements
by City. Said bond amounts may be reduced by the City Engineer after the date of
final acceptance to not less than twenty-five (25) percent of their full value.
(7) It is further agreed to that Subdivider shall make such deposits or
file such bonds and enter into such agreement as required by Sanitation
District No.4 of Santa Clara County to insure the installation of a
sanitary sewerage system to serve said Tract No. 6660 and that Subdivider
shall file with City, upon execution of this agreement, a letter, from said
Sanitation District No.4 of Santa Clara County stating Subdivider has made
such deposits or filed such bonds and entered into such agreements.
2 of 4
(8) It is further agreed to that Subdivider shall pay to Pacific
Gas and Electric Company any and all fees required for installation of
underground wiring circuit to all electroliers within said Tract No. 6660
when Subdivider is notified by either the City Engineer of Campbell or
the Pacific Gas and Electric Company that the said fees are due and
payable.
(9) It is further agreed to that Subdivider shall make such
deposits or file such bonds and enter into such agreement as required by San Jose
Water Works when called upon to do so to insure the installation
of a water distribution system to serve said Tract No. 6660
(10) It is further agreed to that any easement and right of way
within or without Tract No. 6660 necessary for the completion of the
construction and/or installation of any and all of the public improve-
ments embraced by this agreement and as may also be otherwise shown
upon the improvement plans for said Tract No. 6660 shall be acquired
by Subdivider at his own cost and expense. It is provided, however,
that in the event eminent domain proceedings are required for the purpose
of securing said easement and right of way, the Subdivider shall deposit
or cause to be deposited with City a sum covering the reasonable market
value of the land proposed to be acquired and to be included in said
sum shall be a reasonable allowance for severence damages, if any.
It is further provided that in addition thereto such sums as may be
required for legal fees and costs, engineering, and other incidental
costs shall be deposited with City.
(11) It is further agreed to that Subdivider shall carry out any
and all negotiations with all interested parties and shall perform or
cause to be performed at his own cost and expense and to the satisfaction
of the City Engineer any and all work required to abandon, remove, raise,
lower, relocate, and otherwise modify irrigation line or lines within the
boundary of said Tract No. 6660.
(12) It is further agreed to that Subdivider shall indemnify and
save harmless the City of Campbell, the City Council, the City Engineer,
and all other officers or employees of City from any suits, claims, or
actions brought by any person for or on account of any injuries or damages
to persons or property sustained during or arising out of the construction
of the on-site work due to any acts, omissions, or negligence of Subdivider,
his officers, agents, employees, or contractors.
(13) It is further agreed to that the above named terms and conditions
shall bind the heirs, successors, administrators, or assigns of the Subdivider.
3 of 4
IN WITNESS WHEREOF, said City has caused its name to be hereunto
affixed by its Mayor and City Clerk, thereunto duly authorized by
resolution of the City Council, and said Subdivider has hereunto caused
his name to be affixed the day and year first above written.
CITY OF CAMPBELL
Mayor
City Clerk
OWNER
ROYAL KREST, INC.
By 7fi;,~vt! / J .
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,.~ SOil, FOUNDATION AND GEOLOGICAL ENGINEERS
't». TIU~I~A S I~AI~.~ HINt:.
1580 NORTH FOURTH STREET, SAN JOSE, CALIFORNIA 95112, (408) 287-9460
Project No. 4425-E
26 June 1979
Demeter Enterprises
510 So. Mathilda Avenue
Sunnyvale, CA 94086
Attention:
Mr. Tom Jackson
Subject:
Tract 6660
1428-1440 Hacienda Avenue
Campbell, California
PAVEMENT DESIGN
Gentlemen:
In accordance with your authorization, Terrasearch, Inc., has
performed an R-Value test on a representative subgrade sample
for the purpose of obtaining geotechnical data that may be used
in providing pavement design for the subject improvement.
Based on an R-Value test result of 66 and for the traffic index
shown, the following pavement section is recommended:
Traffi"c Index
A.C.
A.B.
5
2.0
6.0
NOTES:
A.C. = Asphaltic Concrete (inches}
A.B. = Aggregate Base (inches), minimum R-Value of 78
The pavement structural section was designed according to the
method presented in the "Flexible Pavement Structural Section
Design Guide For California Cities and Counties" prepared by
the California Division of Highways, Department of Public Works.
A minimum 2-inch thick asphalt surface and 6-inch thick aggre-
gate base was used.
5702 MARSH DRIVE, SUITE J, PACHECO, CALIFORNIA 94553 - 415-676-5476
1804 TRIBUTE ROAD, SUITE B, SACRAMENTO, CALIFORNIA 95815 - 916-929-2101
Project No. 4425-E
26 June 1979
After facilities have been placed in the areas to receive pave-
ment and stripping of excess material has been completed and
before the construction of the pavement, the upper 6 inches of
subgrade soil shall be scarified, moisture conditioned and
compacted to a minimum relative compaction of 95% based on ASTM
Test Procedure DI557-70. All aggregate base Daterial should
be compacted to a minimum relative compaction of 95% as deter-
mined by the aforementioned test procedure. The construction
of the pavement and traffic areas should conform to the require-
ments set forth by the latest Standard Specifications of the
Department of Transportation of the State of California and
any other local requirements.
Should you have any questions or require additional information,
please contact our office at your convenience.
;¡:::: ~
Hassan Amer, P.E.
Principal Engineer
Very truly yours,
TERRASEARCH, INC.
MO~::' P . E .
Project Engineer
Copies:
4 to Demeter Enterprises
2 to MacKay & Somps (San Jose)
2
Project No. 4425-E
?6 June 1979
EXUDATION PRESSURE IPS )
2
RESISTANCE, "R"-VALUE TEST I V
I /
State of California. 22
Test Method No. California 301-F I l/
I /
20 l/
I --
I~ ...... '"
18 I"
1/.
/ I "" "
1~
/ I ,
/ I
10
/ I
V 12
/ I
'/ I
1/ 10
I
/ 1
8
/ I
l/ I
l/ ~
I
/ I
/ 0
I
/ 2
1/ I
/ I
800
700 600
SOO
400
300
200
100
24
\00
22
90
&I) 20
UJ
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U
~ 1e
80
70
a:
W IE
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3 14
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m
60
::D
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u 4
30
20
10
0
0
0
2
4 6 8 \0 \2 \4 16 18 20 22 24
COVER THICKNESS BY EXPANSION PRESSURE - INCHES
26
Sample:
1
Description:
Brown Gravelly Silty Sand
Specimen A B C
Exudation Pressure, p.s.i. 224 328 429
Expansion dial (.0001") 8 15 24
Expansion Pressure, p.s.f. 35 65 104
Resistance Value, "R" 61 65 74
% Moisture at Test 11 1 IOn 10 0
Dry Density at Test, p.c.f. 120.6 121. 8 122.8
"R" Value at 300 ¡.s.L = (66 )
Exudation Pressur
..
'rl~I~I~4 SI~41~t~H I~~.
FIGURE
1 - "R" VALUE TEST
0
Z
:1
[
0
I&.
1+ Ac", eN ÞA AVE".
STRl lURAL SECTION DESIGN WORK5
ßT
TI =
R =
B
3~
Source:
DATE
..J2- - v ALùe. PJOð K.
-1:f-M.... @ ~ A . e..
PROJECT
AC/ROCK ALTERNATE e
AC THICKNESS CALCS: GEAC = 0.0032 (TI)
Cl 2 Agg. Base R Value = 78
GEAC ( . -5"3 ) -:- GfAC ( Z.O \ ) = "Zð ft. thick A.C.
Rounding up to3~ inches (min.3~ inches)A.C. GEAC= .'ZC;> (z.ol)-=- .58.3
TOTAL SECTION 'THICKNESS CALCS: GETot = 0.0032 (TJ) (lotf)-:.I.S'-"2-
3~
,5~3
1.1
-z- -z-.
(lOO-R)
.5'-5
-+
Native material R Value =
GE (I, 5'-2 ) - GEAC (
Tot
GEAB ( . ~1~ )-:- GfAB (
I
AC/ROCK ALTERNATE: :3 ~ 01 AC on
(Do not use if A.B. is less than
DEEP STRENGTH ALTERNATE
) = GEAB (~) I
) = .S~ ft. thick A.B. 10.b5
IO\. 01 Cl 2 Agg. Base
4 inches.)
(Using Asphalt Concrete Thickness Guide attached.)
DEEP STRENGTH ALTERNATE: 23 01 A. C .
-t
Part 7 -Design
PLANNING MANUAL
7-604.4
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April 16, IQO
TAGLE 7-604.3
Gravel Equivalenls of Structural Layars in Feet
AS1>HAI.T CONCIŒTE Cement-treated
---. -.-- BIIIIC ,
Traffic Index (TI) Aggre-
:; DTD CI.. Aure- «aLe
And 5.5 G.5 7.5 8.5 9.5 10.5 11.5 12.5 13.5 and gate 8Ub-
belo.., 6.0 7.0 8.0 9.0 10_0 11.0 12.0 13.0 14.0 LTB A B bue bue
Actual
tbickoC811 Gravel F.quivalcnt Jo'aclor (Gdl'1" G, Gf G~s G,
or layer
feet 2.50 2.32 2.14 2.01 1.89 J. 79 1.71 1.64 1.57 1.52 1.2 1.7 1.2 1.1 1.0
0.10.._--- --- 0.25 0.23 0.21 0.20 0.19 O.lR 0.17 0.16 0.16 0.15 0.12 .._h__------- --oo---- - -- - ----
0.15--__----- 0.3..'1 0.35 0.32 0.30 0.28 0.27 0.26 0.25 0.24 0.23 0.18 ------..------ -- - - - -- - - - . - - - --
0.20--------- 0.50 0,46 0.43 0.40 0.33 0.3(; 0.31 0.33 0.31 0.30 0.24 --...-----..-- -------- --------
0.25----_---- 0.G3 0.!.8 0_54 0.50 0.47 0.45 0.43 0.41 0_39 0.38 0.30 .--.. ..------- - - - - - - -- - - - -----
. O.~O--------- 0.75 0.70 0.64 0.60 0.57 0.54 O.M 0.49 0.47 0.46 0.36 ..-..----_--n ------.- --------
0.35_-------- 0.88 0.81 0.75 0.70 0.66 0.63 0.00 0.57 0.55 0.53 0.42 ----...-----.. 0.39 0.35
0.40--_--___- 1.00 0_93 0.86 0.80 0.76 0.';'2 0.68 0.66 0.63 0.61 0.48 -------------- 0.44 0.40
0,45--___--.- - ---- - 1.04 0.96 0.90 0.85 0.81 0.7ï 0.74 0.71 0.68 0.54 0.77 O.M 0.50 0.45
0.50--_00---- -..--- '.16 1.07 1.01 0.95 0.90 0.86 0.82 0.79 0.76 0.60 0.85 0.60 0.55 0.50
0.b5_-------- _u--------- 1.18 1.11 1.04 0.98 0.94 0.90 0.86 0.84 0.00 0.94 0.66 0.61 0.55
0.60____--_-- -----------.------ 1.21 1.13 1.07 1.03 0.98 0.94 0.91 0.72 1.02 0.72 0.66 0.60
o.~------_u ------------------ 1.31 1.23 1.16 1.11 1.07 1.02 0.99 0.78 1.11 0.78 0.72 0.6.'>
0.70______--- -- -- --- -- -- _u- -- -- ----- 1.32 \.25 1.20 1.15 1.10 1.00 0.84 1.19 0.84 0.77 0.70
0.75._----_-- ------------------------------ 1.34 1.28 1.23 1.18 1.14 0.90 1.28 0.90 0.83 0.75
0.80______--- ------------------------------ 1.43 1.37 1.31 1.26 1.22 0.96 1.36 0.96 0.88 0.80
0.85--_--_--- -- 0000--- --- -- _--n-_U-- - - -- - 1.62 1.45 1.39 1.33 1.29 1.02 1.45 1.02 0.94 0.85
0.90_--00--_- ---------------------~-------------- I.M 1.48 1.41 1.37 1.08 1.53 1.08 0.99 0.90
0.95_--_00__- ----.-------.----------------------------- 1.56 1.49 1.« 1.14 I.G2 1.14 LOS 0.95
1.00_---~---- ------------------------------------------ 1.64 1.57 1.52 1.20 1.70 1.20 1.10 1.00
LOS.. -- -- 00 - ---.-------------------------------------------- 1.65 1.60 1.26 1.79 1.26 1.16 LOS
"'ì
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G~
NOTF;S: ßTH is bituminous treøtt'd bltSt'.
I.Tn iR lime tre:1tH bl1l4.'.
¡"or the desi¡;n of road-mixed 8apbolt auñaciD&:. U8e 0.8 of tbe
,.¡{,',s.
CONDITIONS OF APPROVAL - TS 79-6
Application of: lands of Cook, Trostel & Texara
(Jackson Homes)
Page 1
1. Installation of a sanitary 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 District No.4.
Installation of a water distribution system to serve all lots within
the subdivision in conformance with the plans of the San Jose Water
Works. Water service to be provided by said San Jose Water Works.
Fire hydrants and appurtenances shall be provided and installed at
the locations specified by the Fire Chief, Fire Department, City of
Campbell. Fire hydrant rental fees shall be paid to City at the rate
of $195.00 per fire hydrant.
2.
3. Subdivider shall create or provide any public service easement
and any other public utility and/or public service easements as
may be necessary for the installation of any and all public
utilities and/or facilities.
4. Compliance with the provisions of Title 20, Subdivisions of the
Campbell Municipal Code.
5. Subdivider to pay Storm Drainage Area Fee.
6.
Subdivider to furnish copy of Preliminary Title Report.
7. Subdivider shall exécute an agreement and post bonds to either install
street improvements on Hacienda Avenue or join a Local Improvement
District for Hacienda Avenue.
8. Dedicate additional right-of-way to widen Hacienda Avenue to 45
feet from centerline.
9. C.C.&R.'s to be approved by City Engineer to insure provisions
for maintenance of buildings and common area.
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