471 E. Campbell Ave. (PD77-8)
MEMORANDUM
CITY OF CAMPBELL
To:
BUILDING DEPARTMENT
From:
PUBLIC WORKS DEPARTMENT
Date:
Subject: PUBLIC WORKS DEPARTMENT REQUIREMENTS
----------------------------------------------------------
The requirements of the Public
the following development:
APPLICANT
BUILDING ADDRESS
COUNTY ASSESSOR'S
PARCEL NUMBER
APPROVAL NUMBER
PUBLIC WORKS FILE NUMBER
Works Department have been satisfied for
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JOSEPH ELLIOTT
DIRECTOR OF PUBLIC WORKS
By: ~ /'IIIJIAA 5M 1) d p), ./
Date: '& p~ 1<8/ IO)ì~
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COUNTY SANITATION DISTRICT NO.4
0 F SANTA CLARA COU NTY
JP~'~ (0 Y"7 ----?Y D c( cv /'~ ~ --- . 'l
V{¿¡ ..¿- ,"0-77 SERVING RES:DENTS C::
CITY OF CAMPBELL
TO'NN OF LOS GATCS
CITY OF MONTE SERE'vO
CITY OF SAN JC'-E
CITY OF SANTA CLA;;:";
CITY OF SARATC"l';
UNINCORPOR,lTED AR:A
100 East Sunnyoaks Avenue
Campbell, California 95008
Telephone 378-2407
August 28, 1979
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Central Service Company, Inc.
625 Charles Street
San Jose, CA 95112
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Re
Building Sewer Location
APN 279-43-019
Gentlemen
It has been brought to my attention that the building
sewer to the Assessor's Parcel Number 279-43-019,
situated at 471 East Campbell Avenue cannot be located
behind the new Campbell Avenue property line and the
existing sidewalk and concrete parkway. However, there
is a surface cleanout box for the building sewer located
approximately 8 feet out from the property line. Both
you and the District have explored for the building
sewer at a point on the property line directly opposite
the existing cleanout without finding the building sewer.
Our records and conversation with Dave Valkenaar, Public
Works Department, City of Campbell, indicates that the
building sewer did run behind the property line to an
unused service station building located on the parcel at
the time Campbell Avenue was widened and improved. The
City's contractor at that time brought the building sewer
cleanout to its present surface location. Mr. Valkenaar
also reports that no major utilities were constructed in
a location that would have crossed the building sewer
behind the surface clean out.
Therefore, it is reasonable to assume that the building
sewer still runs from the cleanout to the location of
the former service station building. I would suggest that
you excavate behind the property line to a depth of approxi-
mately 6 feet for a distance at least 10 feet on either
side of the point opposite the existing cleanout.
RECEIVED
AUG30 1979
PUBLIC WORKS
ENGINEERING
Central Service Company, Inc.
August 28,1979
Page 2
If you do not find the building sewer at a point behind
the property line it will be the responsibility of the
property owner to extend the building sewer from the
existing cleanout.
Since the District did not have any reason for assuming
that the building sewer was not extended into the property
at the time Campbell Avenue was widened and improved,
there appears to be no basis for the District standing
any part of the expense of extending the building sewer
if it is found to be short of the property line.
If you find it necessary to excavate within the improved
sidewalk and parkway area in order to extend the building
sewer from the existing cleanout it will be necessary for
you to obtain a encroachment permit from the City of
Campbell, Department of Public Works and Dave Valkenaar
should be able to assist you.
Please advise if the District can be of further assistance
in either locating the existing building sewer or its
extension to the property line.
Very truly yours
, .~ fJ ~
Stephen H. Goodman
Manager and Engineer
SHG:kk
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Dave Valkenaar
City of Campbell
Dept. of Public Works
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~ITY OF CA"'8ELL
7S N. Centrl1 Avenue
Call1 )be'', CA 15008
APPLICATION :
Appl1cltion is hereby .de for In ellclvltion ~nnit in accordance with C_be" ~nic1PIl Code, Section 11.04.
A. TIle loution Ind nature of the work to be clone is: ~,¡e/iN./ .¡(jOt::; 1)I,1l/Z,/rI &P'
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I. Attlched Ire copies of I drawing howing the 10Cltion, extent Ind di.nsions of the work. The
drawing shows the relltion of the proposed work to existing surface and underground illlprov_nts.
IIItn approved by the city engineer, uid drawing becomes I part of this permit.
t. The IppliClnt hereby agrees by Iffhing his signlture to this Ipplicltion to hold the City of Clmøbel1 ,
its officers, agents, and employees free, ufe, and hl""less from any clli.. or cleNnd for dlNges
resulting from the work covered by this pe""it.
D. The Pennit Fee is $25.00. This is to help cover the cost of inspection.
III. C) :;. JL / J &~{l¿:;. Tele. tkJ.<:":?!l£/- ¿fJ /.~é")
Address ~~~~~;J
EXCAVATION PERMI;
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Signature of AppliClnt
PERMIT:
This pe""it to elluvlte is issued subject to the fol'ow1ng conditions:
1. IOTIFY the city engineer C8 hours before beginning work.
2. MAIIITAIII Slfe pedestriln Ind vehicu'lr crossings Ind free access to privlte driveways, fire hydrants
Ind water vilves.
3. Any STREET CLOSING .,st IIIve prior, specific Ipprovl' froll the city engineer. R E eEl V E D~
.. CONTROL OF TRAFFIC in the work lrel sllll1 confo", with the WOrk Arel Traffic Control HandboOk.
5. REPLACE IN KIND Iny dl....ged or retI!Oved ellisting illProvllllents or pllntings.
6. SAWCUT for III P.C.C. or A.C. I"IIIIOvlls.
7. P.C.C. REPLACEMENTS slll11 confol"ll with current City Standlrds.
8. A.C. IlEPLACEMENT slllll be either:
- . inches A.C. on 12 inches R-78 base rock or 1 inches A.C. deep strength; or,
JL;. ;ì¡11~79
P\.o _.. <: ~V(}¡(KS
EU,.ì<\,~t.R¡NG
9. Miscellineous conditions:
- IlIPorted, select backfill is required.
- The hours of work Ire lill1 ted to between and
L WOrk to be staked by I licensed Lind Surveyor or Civ11 Engineer Ind three cop1lS of the cut
sheets sent to the Public WOrks Deplrttent before starting work.
- Open cutting of "'velllent w11' not be l11owed; III pipes or conduit sha11 lilt jlcked under
Illisting PlveNnt.
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10. DEPOSIT required to qulrlntee restorltion of public rillht-of-t81. 0 ~
(Returnlble upon Icceptance of the work by the city Ingill8tr). S I O. {)() (J -
11. REQUEST I finll inspection and Icceptanci in writing ~ COIIP'ltion of the _rk.
'2. AccIPtlnce of t~ Pe""it by the naMed '1I"IIittte constitutes Icceptance of ,"y Inti 11' conditions upon
which this Pennit is granted. This '1I"IIit does not re11lvI the 'I""ittee of any Ob11gation to Obtain any
other Pt""it required by 'aw. '-"'it is not transflrlbll. Work 8USt be perforwd by Dtl"llittee or
pe",ittte's agent. .
IIJTE: TRENCH SAFETY lias not been chlcked Ind is NOT I"'LIED with this '-",it. For "1",1t to bclVlte-
Contact: State of Californil Division of Industrial Safetl
De nt of Industril' Re'ltions (.08-277-1260)
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PERMIT lOT WALlO UlTIL APPROVED 8Y em _IIEER.
7.~j/71
(IIIte)
Drawing Attac111d7
'-",it Fee 'aid?
DIpos it IItct i M1
lusi.1S LfC8IIH
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Clearing and Grubbing:
, Concrete Removal
Storm Drainage:
12" RCP
Manhole
Drop Inlet
Inlot Drain with Pipe
Concrete:
Curb and Gutter
Res./Coml. Sidewalk
Driveway Approach
Handicap Ramp
Pavement:
A.C.
Miscellaneous:
Electrolier
Street Trees (15 gallon)
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CONSTRUCTION COST ESTIMATE FOR
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1.00
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EA @ 1,000.00 =
EA @ 750.00 =
...!, EA @ 400.00 = / 2 QO, ()()
@ =
@ =
26-9 LF @ 7.50 = J /") ..¡.. -
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q~/ SF @ 3.50 = 3 'I 3 3. $7)
"2S:;SF @ 5.00 = /2 75.00
~5 SF @ 3.50 = 2??SD
( j-3! Ò SF) ($0.15) (~II)
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TOTAL ESTIMATE. . . . . . . . . . . $/OÔ(¿3
USE. . . . . . . . . . . . . . . . $ (0, !JOo ~
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NOTICE OF COMPLETION
NOTICE is hereby given that CITY OF CAMPBELL as OWNER
and Joseph Elliott
Above Space for Recorder
the undersigned, as City Engineer caused street
improvements to be constructed upon the
property hereinafter described.
That the work on said street
improvements was actually accepted on the
of March , 19 80 .
That the name of the Contractor
said owner is Swenson Engi neeri ng, Inc.
24th
day
for
That the nature of title of said city to said street
improvements is that of owner in fee simple,
and the names and addresses of all owners of said property are:
NAME
ADDRESS
City of Campbell
75 North Central Ave.
Campbell, CA 95008
That the property herein referred to and on which said street improvements
are located is situated in the City of
Campbell, County of Santa Clara, State of California and described as follows:
Foote Avenue North of Campbell Avenue, N.C. (120)
and having the following address:
Dated Ma rc h 31
, 19 gO
1 of 2
~-/~
Joseph Elliott
City Engineer
STATE OF CALIFORNIA
ss.
COUNTY OF SANTA CLARA
I, Joseph Elliott
being duly sworn, says: That I am the City Engineer
the owner of the property described in the foregoing
the foregoing notice, and know the contents thereof;
are true of my own knowledge.
for said City of Campbell,
notice; that I have read
and the facts therein stated
;b~¿C' ð~ž?'
~sePh Elliott
City Enqineer
Subscribed and sworn to before me this
/
day of ~ ' 19 fo
~m.~.J
Notary Public in and for said County
of Santa Clara, State of California.
OFFICIAL SEAL 1
. ~ CHARLENE A~ CÞ c:r-.. I
. NOTARY PUBLIC - CÞ,U¡~;:~rJ!~ì i
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Y.7:h I AJ,~ .(I-¿O)
RESOLUTION NO.
5762
BEING A RESOLUTION ACCEPTING STREET IMPROVEMENTS
ON FOOTE AVENUE NORTH OF CAMPBELL AVENUE
WHEREAS, the City Council has been advised by the City
Engineer that all improvements on Foote Avenue north of
Campbell Avenue have been completed in accordance with that
agreement entered into on October 9, 1978, concerning said
area; and,
WHEREAS, the City Engineer recommends acceptance of all
improvements on Foote Avenue north of Campbell Avenue;
NOW, THEREFORE, BE IT RESOLVED by the City Council that
all street improvements thereon, be and the same are hereby
accepted and that the City Engineer is hereby ordered to
record a Notice of Completion of said improvements.
PASSED AND ADOPTED th i s 24th day of
1980, by the following vote:
March
AYES: Counc i 1 men: Doetsch, Hammer, Chamberlin,
Podgorsek, Paul
NOES: Counci lmen: None
ABSENT: Counci lmen: None
APPROVED:
Norman Paul
Mayor
ATTEST:
Phyllis O. Acker City Clerk
by V. M. Sheehy, Deputy City Clerk
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Public Works
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June 13, 1979
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MR. HOMER A. HYDE, President
CAMPBELL WATER COMPANY
555 West Campbell Avenue
P.O. Box 667
Campbell, California 95008
Re: WATER MAIN OVERSIZING ON FOOTE AVENUE
Dear Homer:
This is to inform you that the Campbell City Council, at their June 11,
1979 meeting, approved City participation in oversiz1ng the water main
you plan to place in Foote Avenue from a 611 to an 811 cast iron main.
The total City participation will be in an amount not to exceed $1,500.
Very Truly Yours,
JOSEPH ELLIOTT
Director of Public Works
JE:mkc
P~~CIFIC
GAS
AND
ELECTPvIC
CO~L[P.ANY
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lO90CJ ~;O. BLANEY A\'ENUE
::_?E"-:~JO, CAli¡:-:"-';:;, ':¡5;):~
(~C:õ) 253,:?::C
. June 28. 1979
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.City of Campbell
Department of Public Works
75 North Central Avenue
Campbell CA 95008
Attention: Department of Public Works
Pacific Gas and Electric Company is furnishing sketches
showing location of its underground gas and electric
facilities on Foote Avenue from Civic Center Drive to
370' NjO Civic Center Drive.
For information on location of PG&E underground installations,
contact Underground Service Alert, USA, Phone: 800-642-2444.
(Toll Free)
See "Notice of Non-Responsibility" enclosed.
cYL1? ,/~
J.R. Klingmann
District Gas Superintend~nt
[RECEIVED
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PACIFIC
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GAS
AND
ELECTRIC
COMPANY
10900 NO. BLANEY AVENUE
::U?ERTINO. CALIFORNIA 95014
14ú8) 253-2010
NOTICE OF NON-RESPO~SIBILITY *
Any plans or surface markings furnished by Pacific Gas
and Electric Co~pany to show the location of its underground
facilities in any specified public street, highway, Company
right-of-way, or on private property furnished at the request
of any public agency, contractors or other person engaged.
in work upon such public street, highway, Company right-of-way~
or private property can only be furnished upon the understanding
that such is done solely as an acco~odation to such agency,
contractor, or individual and without any representation to
guarantee that the same is complete or accurate. The Company
will, of course~ exercise due care to make this information as.
complete and accurate as reasonably possible; but, because of
the very nature of ùnderground installations, such marking is
only a suggestion as to possible locations, and the person
responsible for excavating or other activities near our under-
ground installations shall take such precaution as necessary
to protect the Company's property, irrespective of the information
furnished.
We call your attention to:
Section l540(a) (1) of the Construction Safety.Orders (Title 8
California Administration Code Section 1540), issued by the
Occupational Safety and Health Standards Board pursuant tq the
California Occupational Safety and Health Act of 1973. whic!l
states:
(1) "Prior to opening an excavation, effort shall
be madè to determine ~hether underground installations;
i.e., sewer, water, fuel, electric lines, etc., will be
encou~tered and, if so, where such underground installa-
tions are located. ~TIen the excavation approaches the
approxim~te location or such an installation. the exact
location shall be determined by careful probing or hand
digging; and, when it is uncovered, adequate protection
shalJ be provided for the existing installation. All
knowL owners of underground fad J.ities iT! the area
~oncerned shall be advised or proposed ~ork.a~ least
48 hours prior to the start of actual excavation."
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RESOLUTION NO. 5480
BEING A RESOLUTION AUTHORIZING
EXECUTION DF KATHERINE NICOLSON
IMWALLE AND DON IMWALLE AGREEMENT
WHEREAS, there has been sul,r1Ï Hed to the Ci ty Council of the City of
C~mpbell by Katherine Nicolson !mwa11e and Don Im~alle an agreement for the
development of their real rropn~ty in accordance with prescribed conditions;
NOW, THEREFORE, BE IT R[Sm VFT by the City Counc i 1 of the City of
f'.élll1pbell that the r~ayor 1)(' ílnd fwi'. h()r'ohy authorized to execute the said
ac¡reement on behalf of said City.
PASSED AND ADOPTED thi s --~-~t~-- day of
fa 11 owi ng vote:
October
, 1978, by the
AYES:
Councilmen: Doetsch, Hammer, Paul, Podgorsek, Chamberlin
NOES:
Counci lmen: None
ABSENT:
Councilmen: None
APPROVED:
Dean R. Chamberlin
Mayor
ATTEST:
V. M. Sheehy
Deputy City Clerk
1.
2.
3.
4.
5.
6.
CITY ENGINEER'S
CONSTRUCTION COST ISTIMATE
FOR
DONALD IMWALLE - PD 77-8
471 E. CAMPBELL AVENUE
Clearing and Grubbing:
a.
AC removal:
830.00
332 sq. yd. @ 2.50
62 sq. yd. @ 5.00
=
b.
FCC removal:
=
310.00
Storm Drainage System:
a.
Inlot drain pipe:
=
80.00
10 line ft. @ 8.00
b.
Drop inlet with dry well:
=
700.00
1 @ 700.00
Earthwork:
.458 x 5,382
27
cu. yds. @ 10.00
91
=
910.00
=
Underground Street Lighting System:
IES Type II electrolier, with
photoelectric cell, 240-volt:
1 @ 1,200.00
=
1,200.00
Concrete Construction:
a.
Class A, PCC curb and gutter:
309 line ft. @ 7.90
=
2,441.10
b.
Class A, PCC sidewalk:
1,107 sq. ft. @ 1.85
=
2,047.95
c.
Class A, PCC driveway approach:
261 sq. ft. @ 2.75
=
717.75
d-e----€1:ass-A,-..PC£-wheel--- chai -;[' . -r~}
-sq-. ft. @
=
Street Construction:
a.
Alt. No.1:
b.
Alt No.2:
1.
Class 2 A.B., 1. 1/2" max.:
(5,382 sq. ft.) (.458) (0.07)= 172.5 tons
@ 8.00
2.
AC pavement, Type B:
(5,382 sq. ft.) (.292) (0.075)= 117.9 tons
@ 20.00
1.
AC pavement, Type B:
(5..382 sq. ft.) (.458) (0.075)= 184.9 tons
@ 20.00
7.
Misc. Surface Improvements:
a.
Standard wood barricade:
20 line ft. @ 8.00
Prepared by:
L. Snyder
August 3,1978
Sub Total (based on Alt. No.1):
15% Contingencies:
TOTAL:
1.
Use $15,000.00& for bond amount.
2.
Plan examination and construction
inspection fee is $529.00.
3.
Storm d~.inage area fee is $246.00
=
=
=
=
1,380.00
2,358.00
3,698.00
160.00
$ 13,134.80
$
1,970.22
15,105.02
TI =
STRur
I MvJALL
PROJECT FDO"-E
S
R=~
'mAL SECTION DESIGN WORKSH~E~
A" E.
Source:
DATE ..JU"-",/ .~I¡ '~7F3
Yf<.oJ. ï tÇ -I SoiLS TESt
AC/ROCK ALTERNATE
S
AC THICKNESS CALCS: GEAC = 0.0032 (TI)
Cl 2 Agg. Base R Value = 78
GEAC (. :;52. ) -:- GfAC (~5 -) = . 1400 ft. thick A. C.
. 2~ ('2..'$) -
Rounding up to ~ inches (min.3~ inches)A.C. GEAC= -
TOTAL SECTION THICKNESS CALCS: GETot = 0.0032 (TI)~ (19O-Rr~
2.4-
. 12.s
1.1
z.z
(lOO-R)
D..Z5'"
t
II
-+
GETot ( 1.2.1" ) - GEAC
GEAB ( ..4-Ç>( ) -:- GfAB
AC/ROCK ALTERNATE: 3 {
(Do not use if A.B. is
DEEP STRENGTH ALTERNATE
(Using Asphalt Concrete Thickness Guide attached.)
DEEP STRENGTH ALTERNA'l'E: 5 i "A. C .
(
(
) = GEAB ( . 4-~1
) = .. 44b ft. th i c k A. B .
51 II Cl 2 Agg. Base
4 inches.)
t
~
t
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Native material R Value =
II AC on
less than
--+
Por~ 7-Dcsiç;n
PlANNH~G ¡"AAI~UAL
7.604.4
...-- -....:-~..,. ~ """~.......... -- .....-..~....... _-.no ~--_.. . -, - --
Apr,; ì6, ìq~
,
ASl'HALT CONCHETE Ccmcnt-trcalòd
---. --- - ---- Base
Traffic Ind<"): (T1) Ar.p;rc-
~ nTH CI""" A r.gr ,,- !;Bte
/illd 5.5 (,.5 7.5 8.5 9.5 10.5 11.5 12.5 13.5 I\nd 1';A.le sui>-
below 6.0 ".0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 LTB A B base b-"5<J
Actual -- --
thicknco.~ Gravel F.quivalcnt Fador (Gr),.;~ G, Gr G. Gr
of laYN ~S
feet 2.50 2.3'2 2.14 2.01 1.89 1.79 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.?1 0.:'0 0.19 0.1!; 0.17 0.16 0.16 0.15 0.12 p-'---------- - -- --- - - . --..' --
0.15--_------ O.~'.g 0.35 0.3~ O.~,O 0.28 0.27 0.26 O.?:; 0.24 0.23 0.18 -------------- --p---- ... - -- --
0.20__------. 0.50 O.~G 0.43 0.40 0.33 0.3(; 0.3.1 0.33 0.31 0.30 0.2-1 ..---..------- -.------ ---..---
0.25_..__--.. 0.63 O.!.s 0.5-1 0.[.0 0.47 0.45 0.43 0.'11 0.39 0:3-'> 0.30 -..---"'----- -------- - - - . - - -.
0.:10__-._---- 0.75 0.70 0.&4 0.60 0.57 0.54 0.51 OA9 0.47 O.4G 0.36 ....p...----- -" ..--- -....--.
0.35____--..- 0.83 0.81 0.75 0.;0 0.1)6 0.6.1 0.60 0.57 0.55 0.53 0.42 .---.......--- 0.39 0.35
0040_.._-...- 1.00 0.93 0_813 0.80 0.76 0.7~ 0.(>8 O.GU 0.63 0_61 0,48 .-----.------- 0,44 0.40
0,45--_..---- - -" - - 1.04 0.96 0.90 0.85 0.81 0.77 0.74 0.71 0.(,8 0.51 0.77 0.5-1 0.50 0.45
0.50..-___..- - -' - -- ~.16 1.0"1 1.01 0.~ 5 0.90 0.8(; 0.82 0.79 0.70 O.GO 0.85 0.60 0.55 0.50
0.55....----- --------.--- 1.18 1.11 1.0-1 0.98 0.94 0.90 0.86 0.84 0.G6 0.94 0.66 0.61 0.55
0 .r.o - - - - .. .. - ------"" -.--'-" 1.21 1.13 1.07 1.03 0.98 0.9.1 0.91 0.72 1.02 0.72 O.Ge. O.c.o
0.65----_---- ------------------ 1.31 1.23 1.1G 1.11 1.07 1.02 O.W 0.78 1.11 0.78 0.72 0.t;5
0.70___-----. --.---.--...--.-.------- 1.32 \.25 1.20 1.15 1.10 1.00 0.&-1 1.19 0.&-1 0.77 0.70
0.75______--- .----------------------------- 1.34 1.2S 1.23 1.18 1.14 0.90 1.23 0.90 0.&.'3 0.75
0.80-___----- -------------------------.---- 1.<3 1.37 1.31 1.20 1.22 0.96 1.36 0.96 0.8S 0.80
0.85---_..--- ..-------.--..-..-------.----- I.S2 1.45 1.39 1.33 1.29 1.02 1.45 1.02 0.9.1 0.85
0.00- - -- - - - -- ---------_._----_..--~--_.---------- 1.54 1,48 1.41 1.37 1.08 1.[,3 1. OS 0.99 0.90
0.95__--_--_- ----.------------------------------------- 1.55 1.49 1.<-1 1. 14 1.02 1.14 1.05 0.95
1.00-..-:---- -------------------------.--------.------- t.M 1.57 1.!.2 1.20 I.íó 1. 20 1.10 1.00
I. 05.... - -- -- '--' -- - - - ------ _u--- - - -- - ---------- - - - - - ----' - - 1.("> 1.60 1.2G 1. 79 1.i:G 1.16 1.05
TAGLE 7-&04.3
Gravel rquivalcnts of $;tructural LaY3r5 in f06t
ì
G£::
NOTES: 11'1'11 i~ bitumiuou~ tr..nh'<1IH1S<'.
urn iH lime Irc:!I,",1 !>ast'.
}'or tbc dcsi¡:n of ron<l-mixl'd fl,;plwlt f;lIrflldll¡:, ltllC U.ß or tbe
;rnvcl cqDinll,...t f.."lor.. «;t) "hown II1>o,'c for ""I'holt <'Vncrd...
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ASPHA,LT Cm!CRETE THICKNESS GUliJ!:
'"
. ,"
ASPHALT CONCRETE THICKNESS (FT.} FRQ!1 TIIICKNJ:SS DESIG~ HA~'UAL (MS-l) 0' 7th EDITION'
, .. .
- - -,. - - ----, '-
f DLS! G:-\ I ", ,
TR-A?FIC TRAFFIC
NUz.f3EI\ INDEX
(AI) ( C A )
.
. ' '.
-',
R VALUE
(CALIFORNIA)
'"----- ---
---
OF U~1JERLYING SOIL,
.
5
10
15
20
25
30 ,
35
40
45
50' ,
55
60
65
70'
75
so
0.14 4.0 a.l;O 0.40 0.35,0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.33
0.39, 4.5 0.50 0.50 0.45 0.40 " " n II If 1\ \I " , il II II II
- -
0.95 5.0 0.60 0.55 0,50 0.50 0.45 0.40, 0.4,0 " 11 II . " II II II II II
" .-', ,'.
2.11 5.5 0.70 0.65 0.60 0.55 0.50 0.50 0.1¡5' 0.40 " II II, " , II II '.': II 11
0.60 0.40 1\ ,II II 1\, II ,':.,18.., ' If
4.40' 6.0 0.75 0.70 0.65 0.60 0.55 0.50 0.45 .,
8.62 6.5 0.35 0.80 0.75 0.70 0.65 0.60 D.55 0.50 0.115 0.40 " II . " If ,', II "
c' '" .
16.03 7.0 o,~O 0.85 0.80 0.75 0.70 0.65 0.60 0.55 0.50 O.!Ô 0.40 0.40 0.40,0.40 0.40 'O.4~
' 29 '- 7.S ' Ö. 95 0.80 0:70 0.65 'II II II . It:> .;,:',, " II
0.90 0.85 0.75 0.60 0.55 O. 50,
49 8.0, 1.0 °r95, 0.90 0.85 0.80 0.75 0.70 0,95 0.60 0.50 0.45 II ":, II If "
82 8.5 1.05 1.00 0.95 0.90 0.85 0'.80 0.75 0.70 0.60 0.55 0.50 0.45 0.45 0.45 0.45 0.4;
, , L05
133 9.0 1.10 loCO 0.95 0.90 0.85 0.80 0.70 0.65 0.60 0.55 0.50 II If If II
1.0å ,:', ~ If, ',', -.'
209 9.5 1.15 1.10 1.05 0.95 0.85 0.80 0.75 0.70 0.65 0.60 0.55', " n II,
0 I'
37.2 10..0 1.20 1.15 1.10 1.00 0.95 0.90 0.85'- 0.80 0.75 0.70 0.65 0.55 0.50 0.50 0.50 0.50
l; S (, 10.5 1.25 1. 20 1.10 1.05 Loa '.0.-95 0.90.,0.85 0.80 0.70 0.65 C.SO 0.55 n n' u,
71: 11.0 1.30 1',20 1.15 1.10 1.05 '1.00 O~ 95' 0.85 0.80 0.75 OhiO 0.65 0.60 11 II n
1043 11.5 1.30 1.25 1.20 1.15 1.10 1.00 0.95 0.90 0.85 0.80 0.75 0.65 0.60 0.60 0.50 O.6G
IIi 91 '12.0 1.35 1.30 1.25 1.20' 1.10 1.05 l.OJ 0.95 0.90 0.80 0.75 0.70 0.65 0.60 II u
2101 12.5 1.40 1. 3S 1.25 1.20 1.15 1.10 1.05 0.95 0.90 0.85 0.80 a.iS 0.65 0.60 0.50' O.~c
2922 13.0 1.45 1.35 1.30 1. 25 1.20 "1.10 1.05 1.00, 0.95 0.90 C.80 0.i5 0.70 0.65 If '11
',:
[.¡SO 13.5 1.45 1.40 1.35 1.25 1.20 1.15 1.10 LOS 0.95 0.90 0.85 0.80 0.70 0.65 0.60 18
5800 14.0 1.50 1.!'5, 1.35 1.30 1.25 1.20 1.10 1.05 1.00 0.95 0.85 0:80 0.75 0.70 0.60 II
-- ~
~OTE:
To use Chart, use TI to left - R-Value acrOS3 - at intersection, read' thickness'of asphalt concre~e .
required. - " "
Hnen no further r~duction in thickness 'is in~i.catel, it r::ay be assla-¡'.~d the mini¡;-¡um reco::1.-::ended
thickness has bce.1 rc:ac~~d. :, "
"
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ORDINANCE NO.1 082
BEING AN ORDINANCE OF THE CITY COUNCIL OF THE CITY
OF CAMPBELL ADOPTING PLANS, ELEVATIONS, AND DEVELOPMENT
SCHEDULE FOR A PORTION OF THE PLANNED DEVELOPMENT ZONE
ESTABLISHED BY ORDINANCE NO. 983, ADOPTED ON THE
9TH DAY OF JUNE, 1975. (Application of Donald F. Imwalle).
" "
The City Council of the City of Campbell does ordain as follows:
SECTION ONE: That the Zoning Map of the City of Campbell is hereby
changed and amended by adopting the attached "Exhibit A" entitled "Plans
and Elevations," "Exhibit B" entitled "Development Schedule" and "Exhibit C"
entitled "Map of said Property," as per application of Mr. Donald F. Imv/alle
to allow construction of a retail commercial building on property known
as 471 East Campbell Avenue in a P-D (Planned Development/Commercial and
Commercial and/or Industrial) Zoning District. Copies of said exhibits
are on file in the office of the Planning Department.
Said approval granted subject to the following conditions:
A. Property to be fenced and landscaped as indicated and as added
in "redll on plans.
B. landscape plan indicating type of plant material, location of
hose bibs, or sprinkler system and type of fencing to be submitted for
approval of the Planning Director at time of application for building
permit .
C. Landscaping shall be maintained in accordance with the approved
l~ndscape plan. '
D. Faithful performance bond in the amount of $5,000 to be posted
to insure landscaping, fencing and striping of parking area within three
(?\ months of completion of construction, or applicant may file written
eqreement to complete landscaping, fencing and striping of parking area
prior to final Building Department clearance.
E. All mechanical equipment located on roofs shall be screened as
approved by the Planning Director.
F. All parking and driveway areas to be developed in compliance
with Section 21.50 of the Campbell Municipal Code. All parking spaces
to be provided with appropriate concrete curbs or bumper guards.
G. Underground utilities to be provided as required by Section
20.16.070 of the Campbell Municipal Code.
H. Plans submitted to the Building Department for plan check shall
indicate clearly the location of all connections for underground utilities,
including water, sewer, electric, telephone and television cables, etc.
(
I. Sign application to be submitted in accordance with provisions
of the sign ordinance for all signs. No sign to be installed until
application is approved and permit issued by the Building Department.
(,
J. Ordinance No. 782 of the Campbell Municipal Code stipulates that
any contract for the collection and disposal of refuse, garbage, wet garbage,
and rubbish produced within the limits of the City of Campbell shall be
made with Green Valley Disposal Company. This requirement applies to all
single family dwellings, multiple apartment units, to all commercial,
business, industrial, manufacturing, and construction establishments.
K. Trash container(s) of a size and quantity necessary to serve
the development shall be located in area(s) approved by the Fire Department.
Unless otherwise noted, enclosure(s) shall consist of a concrete floor
surrounded by a solid wall or fence and have self-closing doors of a size
specified by the Fire Department. All enclosures to be constructed at
grade level. '
l.' Applicant shall meet state requirements for the handicapped.
PUBLIC WORKS DEPARTMENT
M.
N.
File a parcel map combining the lots.
Dedicate the land to widen Foote Avenue to 25 feet from center.
O.
Pay storm drainage area fee of-f3e7.~::-
í
P. Execute agreement and post bonds to install improvements in
Foote Avenue within one year.
The applicant is notified that he shall comply with all applicable
Codes or Ordinances of the City of Campbell which pertain to this development
and are not herein specified.
PASSED AND ADOPTED THIS 9th
by the following roll call vote:
day of
May
, 1977,
AYES:
NOES:
Councilmen: Chamberlin, Hammer, Paul, Podgorsek
Councilmen: None
ABSENT:
Councilmen: Doetsch
APPROVED:
William R. Podgorsek
Mayor
ATTEST:
Dorothy Trevethan
City C1 erk
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