1875 S. Bascom Ave. (94-08)
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MEMORANDUM
CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT
TO:
FROM:
Tim Haley, Project Planner I, [\ DATE: June 18, 1997
Michelle Quinney, City Engineer VLOC ./
Harold Housley, Land Development Engine~~
RE:
FILE NO:
ADDRESS:
APPLICANT:
IW7-43
1875 S. Bascom Ave.
William Wilson and Assoc.
PROJECT DESCRIPTION: Valet Parking Procedures
PRE-APP COMMENTS: We do not expect to have any Conditions of Approval for
public works improvements related to valet service.
Obviously steps must be taken to improve the on-site parking
and valet parking may provide some relief. It is understood
that the Planning staff is working directly with the Traffic
Engineer concerning traffic issues.
H:\lnddev\ 1875basc\ Word\lw
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DEVELOPMENT REVIEW COMMENT SHEET
PRE-APPLICATION
Distribution: June 6, 1997
Conunenffi:June 16, 1997
ROUTE TO:
Architectural Advisor
X Fire Department
X Police Department
Redevelopment Agency
X Land Development Engineer
X Traffic Engineer
Service Center
X Building Division
PROJECT DESCRIPTION
Pre-application for initiation of a valet parking system at the Pruneyard Shopping center.
INFORMATION:
File No.: PA 97-43
APN: 288-04-24
Applicant: Ann Nelson, William Wilson and Associates
Property Owner: Pruneyard Associates
Project Address: 1875 S. Bascom Ave.
1999 S. Bascom Ave.
Zoning: C-2-S(General Conunercial)
C-2-0(General Conunercial with Overlay)
General Plan: Conunercial
PROJECT PLANNER: Tim Haley
ENVIRONMENTAL DETERMINATION: NONE
DEPARTMENTAL RECOMMENDATION:
If it can be determined that this project will require minimal or no conunents by your department/agency,
please return this conunent sheet with your initials to the Project Planner as soon as possible.
Status
/' No Conunent
~~
Additional information/revisions( see attached)
PA '17-43
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T rL E
PRUNEY^RD
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WILLIAM WILSON & ASSOCIATES
June 5, 1997
Mr. Steve Piasecki
Community Development Director
CITY OF CAMPBELL
70 North First Street
Campbell, CA 95008
Re: Valet Parking Plan
Prune Yard Shopping Center
Dear Steve:
Pursuant to your request, this letter serves to identify the salient points of the proposed valet
parking plan for the subject location:
a. The plan pertains to the parking fields located at Lot I, 1875 South Bascom Avenue, the
PruneYard Shopping Center, and Lot 8, 1901/1999 South Bascom Avenue, the PruneYard
Towers. I have attached a site plan which shows the said lots.
All other parking fields identified in the site plan will be open to those who choose to
self-park.
b. The lots will be used exclusively for the parking of licensed non-commercial passenger
motor vehicles. These lots will also serve as the valet pick-up and drop-off points.
c. Parking services will be managed and operated by Ampco System Parking during
regular operating hours, 5 days a week (see schedule below) and as may be requested by
Landlord, such as for special events.
Regular Hours:
Wednesday, Thursday, Sunday:
Friday and Saturday:
5:00 pm - 11:00 pm
5:00 pm - 1:00 am
d. "Valet Parking" signs/poles will be installed at the following locations:
On Bascom Avenue:
By Left at Albuquerque
At Prune Yard "Main Street" entrance
On Campbell Avenue:
At Bank of AmericaIHollywood Video entrance
At Outback Steakhouse/Wrap Works entrance
At traffic light entrance, Campbell and Union Avenues
Temporary directional "wobble" signs will also be placed at the circle lawn, between Tower I
and the Shopping Center. A signage package will be forwarded to you as soon as we receive it
from our signage vendor.
7999 SO/lI!1 13115[',)1/1 A,'['IIUC
Suite 100
Campbcll CA 9.')!!()1l
Telephoilc (cl08) 3-:-[-4jOO
Facsimile W)Il) .F7-3831
S. PiaseckiN alet Parking
Page 2.
e. The parking fee will be $3.00 per vehicle. This fee will not be subject to a minimum
time period. Our tenants will have the opportunity to purchase booklets of "validation stickers"
to distribute to their patrons or visitors. Ampco will be responsible for collecting all parking
receipts.
We appreciate your concern about the parking situation at the PruneYard and we welcome your
input in this matter, which we anticipate will be an asset to our project. We hope to implement
this program before the end of the month and look forward to your approval.
Please do not hesitate to contact us at 371-4700 with any questions.
Sincerely,
WILLIAM WILSON & ASSOCIATES,
As Managing Agent for
Prune Yard Associates, LLC
,ALlllL- cff. V~
Ann H. Nelson
Assistant Property Manager
cc: S. Stephens, WW&A
J. Shook-Arterberry, WW&A
V. Unruh, WW&A
J. Hornback, Ampco
B. Lehtonen, Ampco
A. Aguilar, Ampco
attachment:
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..;. THE
P RUN E Y A R 0
IVILL!.\\! WILSON &. ASSOCIAfES
.\'\.'\. H.'\.ELSO""
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a subsidiary of' ~ 19~~~~~~:ted
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95 S, Market Street
Suite 535
San Jose, CA 95113
Tel: (408) 294-2335
Fax: (408) 294-2251
William E. Lehtonen
Operations Manager
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CITY OF CAMPBELL
Community Development Department' Current Planning
April 9, 1997
Mr. Frank Toloui
JR West, Inc.
P.O. Box 2302
Orinda, CA 94563
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Re: M 97-05/SA 9,&-1:0 - 1875 S. Bascom Avenue - Johnny Rockets
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Dear Applicant:
Please be advised that at its meeting of April 8, 1997, the Planning Commission adopted
Resolution No. 3081 approving a Modification to the previously-approved Site Approval
for the above-referenced property to allow facade modifications for a new restaurant.
Additionally, the Planning Commission granted an exception to the Sign Ordinance to
allow two (2) wall signs and four (4) canopy signs for this restaurant subject to
Conditions of Approval (Attachment #4).
This approval is effective in ten days, unless appealed in writing to the City Clerk. The
time within which judicial review of this decision must be sought is governed by
California Code of Civil Procedure, Section 1094.6.
If you have any questions, please do not hesitate to contact me at (408) 866-2140.
Sincerely,
~~
Tim 1. Haley
J\ssociate Planner
cc: Pruneyard Associates (Property Owner)
1999 S. Bascom Avenue, Suite 200
Campbell, CA 95008
70 North First Street. Campbell, California 95008,1423 ' TEL 408,866.2140 ' FAX 408,866,8381 'TDD 408,866,2790
RESOLUTION NO. 3081
BEING A RESOLUTION OF THE PLANNING COMMISSION
OF THE CITY OF CAMPBELL APPROVING A MODIFICATION
TO A PREVIOUS SITE APPROVAL (S 95-08) TO ALLOW
BUILDING FACADE MODIFICATIONS FOR A NEW
RESTAURANT (JOHNNY ROCKETS) ON PROPERTY
LOCATED AT 1875 S. BASCOM AVENUE IN A C-2-S
(GENERAL COMMERCIAL) ZONING DISTRICT.
APPLICATION OF MR. FRANK TOLOUI. FILE NO. M 97-05.
After notification and public hearing, as specified by law, and after presentation by the
Community Development Director, proponents and opponents, the hearing was closed.
After due consideration of all evidence presented, the Planning Commission did find as
follows with respect to application M 97-05 (S 95-08):
I. The proposed project is consistent with the General Plan and Zoning designations
which indicate a commercial land use for this property.
2, The proposed project color, with a color change, is consistent with the architectural
style and character of the Pruneyard Shopping Center.
3. The proposed building modifications are compatible with the existing architectural
features on the site and the overall design of the Pruneyard Shopping Center.
Based on the foregoing findings of fact, the Planning Commission further finds and
concludes that:
1. The proposed project will aid in the enhancement and the harmonious
development of the Pruneyard Shopping Center and the immediate area.
2. The proposed elevations will not result in a significant change and departure from
the approved elevations of the shopping center.
3, The proposed modifications will be consistent with the buildings on site.
The applicant is hereby notified, as part of this application, that he/she is required to meet
the following conditions in accordance with the Ordinances of the City of Campbell and
the State of California. Additionally, the applicant is hereby notified that he/she is
required to comply with all applicable Codes or Ordinances of the City of Campbell and
the State of California that pertain to this development and are not herein specified.
1. Approved Plans: The applicant and all plans shall substantially comply with the
Planning Commission approval. Said approval shall comply with plans, prepared
by Arch 10,consisting of three sheets, except as modified by the conditions of
approval.
Planning Commission Resolution No. 3081
M 97-05 (S 95-08) - 1875 S. Bascom Avenue - Johnny Rockets
Page 2
2. Building Division Requirements: Applicant shall comply with all Building Code
requirements and obtain necessary permits as determined by the Building Division.
3. Central Fire District Requirements: Applicant shall obtain any necessary permits
and/or approvals as determined by the Central Fire District.
4. Lighting: The details of proposed lighting for the exterior of the building to be
approved by the Community Development Director prior to issuance of building
permits.
5. Outdoor Seating Plan : Applicant to provide an outdoor seating plan for the
approval of the Community Development Director depicting details of furniture
and arrangement of outdoor seating. A minimum clear walkway width of 6' to be
maintained through the courtyard area.
6. Outdoor Music and Public Address System: Outdoor audio sound system shall not
unreasonably interfere with the use of adjacent tenants in the shopping center and
shall not be audible beyond property lines. No live entertainment is permitted.
7. Hours of Operation: Operational hours to be limited to 6 a.m. to 11 p.m.
8. Revised Elevations: Applicant to submit revised elevations to the Building
Department reflecting a color sample to match the body wall colors utilized in the
shopping center for the exterior facade.
PASSED AND ADOPTED this 8th day of April, 1997, by the following roll call vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
Commissioners:
Commissioners:
Commissioners:
Commissioners:
Alne, Gibbons, Jones, Kearns, Lowe
None
Lindstrom, Meyer-Kennedy
None
APPROVED:
Susan Kearns, Chair
ATTEST:
Tim J. Haley, Acting Secretary
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Attachment No.4
CONDITIONS OF APPROVAL FOR FILE NO. SA 97-10
SITE ADDRESS: 1875 S. Bascom Avenue
APPLICANT: Johnny Rockets
P.e. MEETING: April 8, 1997
The applicant is hereby notified, as part ofthis application, that he/she is required to meet
the following conditions in accordance with the Ordinances of the City of Campbell and
the State of California. Additionally, the applicant is hereby notified that he/she is
required to comply with all applicable Codes or Ordinances of the City of Campbell and
the State of California that pertain to this development and are not herein specified.
1. Approved Plans: Approval is granted for an exception to the sign ordinance to
allow six (6) signs on property located at 1875 S. Bascom Avenue identifying
Johnny Rockets.
2. Building Division Requirements: Applicant shall comply with all Building Code
requirements and obtain necessary permits as determined by the Building Division.
.'
Recording Requested by ) DOCUMENT: 1349677 Titles: 1 / Pages: 6
) I UI ~ """ II" I
CITY OF CAMPBELL ) Fees. . . . * No Fees
) Taxes, .
Cop i es. ,
When Recorded Mail To ) -0013496779_ AMT PAID
)
City Clerk ) BRENDA DAVIS ROE ** ee2
City of Campbell ) SANTA CLARA COUNTY RECORDER 18/25/1996
70 North First Street ) Recorded at the request of 2:58 PM
Campbell, CA 95008 ) Ci ty
(Space Above This Line For Recorder's Use)
GRANT OF EASEMENT FOR DRAINAGE PURPOSES
FOR VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,
PRUNEYARD ASSOCIATES, LLC
a California limited liability company
hereby GRANT(s) to the City of Campbell, a municipal corporation, of the County of Santa Clara, State of
California, an easement to build and maintain an underground pipeline, and necessary devices and appurtenances,
over, under, along and across, all of that certain real property within said City and more particularly described as
follows:
SEE EXHIBIT A ATTACHED HERETO Ah~ MADE A PART HEREOF
Said property contains 0.453 acres, more or less, and is generally shown on the attached Plat Map.
Page 1 of 5
The Grant of Easement herein contained shall include the right to enter said premises, to survey, construct,
reconstruct, lay, relay, maintain, operate, control, use and remove said pipeline, iffi fixtures, appurtenances, and
to remove objects interfering with the construction, operation and maintenance thereof. The Grantor reserves
the right to occupy and use said premises for any purpose not inconsistent with the righffi and privileges above
granted and which will not interfere with or endanger said pipeline, iffi fixtures and appurtenances or the use
thereof. The City shall use due care in the construction, operation and maintenance of said pipeline, its fixtures
and appurtenances.
The provisions hereof shall inure to the benefit of and be binding upon heirs, successors, assigns, and personal
representatives of the respective parties hereto.
SEE ATTACHED SIGNATURE BLOCK
STATE OF CALIFORNIA
COUNTY OF k..... rY1/A.h..o
SIGNATURE
On ~Ufl ~ ,'19(, before me,
the under Igned, a Notary Public in and for said
State, personally appeared 116; J. d. Il.. I. J 11...,,(
'AA,J R /Y1~t:f' "'-1 mo,.." personally known
to me (or proved to me on the basis of satisfactory
evidence) to be the person.ll}. whose name~ is/@
subscribed to the within instrument and acknowledged
to me that he/she~x~cuted the same in his/her/
e' authorized capacit"i~), and that by his/her/
e signatur~ on the instrument the personoo. or
the entity upon behalf of which the person(s) acted,
executed the instrument. -
Printed
WITNESS my hand and official seal.
Signature '.K'~~IJ_ tJ~
Name Ku..yJ~t'r'> tJ J~t'I..It"""J
(typed or printed)
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f ,.... . ", KAVlEENW. STMNS f
< /..~~/ .', COMM. #1059608 i
2 : -t.. ", Notary Public' - Callfcmlo ~
, SAN MATEO COUNTY
My Comm. Expires MAV 2"'~
This area for official notarial seal.
I,
Page 2 of 5
j:\forms\gramdrain
PRUNEY ARD ASSOCIATES, L.L.C.,
a California limited liability company
By: OPPORTUNITY CAPITAL PARlNERS, L.P.
a California limited partnership
Managing Member
By: OFFICE OPPORTUNITY CORPORATION
a California corporation
General Partner
By:
BY:~~
ame: (2. Mu..-t+ C. G . L) "'^- ro.-.
Title: CcFc
Page 3 of 5
P,f~~
EXHIBIT A
A strip ofland of uniform width of twenty (20) feet described as follows:
A portion of that certain parcel of land shown on that certain Record of Survey recorded
November 14, 1968 in Book 244 of Maps, at page 42, Santa Clara County Records, and being
more particularly described as follows:
BEGINNING at the southwest corner of the parcel of land as hereinabove described;
THENCE along the westerly line of said parcel of land, and the easterly line of State Highway
17, along a non-tangent curve to the left, a radial at which point bears North 75056' 14" West,
having a radius of2800.00 feet through a central angle of20010'40", an arc distance of986.07
feet to the northwest corner of said parcel of land;
THENCE along the northerly line of said parcel of land, South 89052'00" East 20.12 feet;
THENCE along a non-tangent curve to the right with a radius of2820.00 feet through a central
angle of 20001 '53" for an arc distance of985.92 feet, to a point on the southerly line of said
parcel of land, and the northerly line of Campbell Avenue;
THENCE along said northerly line of Campbell Avenue, West 20.61 feet to the said POINT OF
BEGINNING of this description.
Containing an area of 0.453 acres, more or less.
Said property is generally shown ~~hed Exhibit ~;
WITNESS our hand(s) this G5'-- day of ~ 199.6..
d
PRUNEY ARD ASSOCIATES, L.L.C.,
a California limited liability company
By:
By: OPPORTUNITY CAPITAL PARTNERS, L.P.
a California limited partnership
Managing Member
By:
Name:
Title: f;; j/b"
BY:~,CA.,.-
Name: (2. M.lt+H",~... I ~o..("cv..
Title: c... Fe:>
c <;;(~
Page 4 of 5
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CONSULTING ENGINEERS
20' PUBLIC STORM DRAINAGE EASEMENT
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BOOK 244 PAGE 42
ACROSS
APN 288-04-011 & 015
1875 S. BASCOM AVENUE
PRUNEYARD ASSOCIATES. L.P..
a California limited partnership
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CAMPBELL AVENUE
~ 11;00
EASEMENT TO BE GRANTED TO THE CITY OF CAMPBELL
INFORMA nON PLAT BASED ON RECORD DATA (BK 244 P 42)
981 RIdder Parte Dr. Suite 100
San JoM. CA 95131
(408)43e-7SOO/F'AX (408)43e-1194
SCALE: 1.- SO'
DRAWN BY: "'Ie
APPROVED BY: WBP
DESIGNED BY: I.4WB
956007-10
DATE: 4-8-96
DRAWING NO.
Page 5 of 5
ACCEPTED ON THIS I ~ ~ day of ikL.J.iliL
for and on behalf of the City of Campbell,
a MU'1;d~31 Corporation, of the State of
C:lllfornia, pursua::t to Resolution No. 749,
recorj~d in Book 4509 - Page 180 Santa Clara
Coun~y Records. ~~k---
Anne Bybee, City Clerk
City of Campbell, Caltfornia
,
) DOCUMENT: 1349677l
i 111111111 II II
) -0013496118-
)
) BRENDA DAV IS
) SANTA CLARA COUNTY RECORDER
) Recorded at the request of
) Ci ty
Recording Requested by
CITY OF CAMPBELL
When Recorded Mail To
Tit I es: 1 / Pages: 7
Fees,., ,- No Fees
Taxes. . ,
Cop i es, .
AMT PAID
City Clerk
City of Campbell
70 North First Street
Campbell, CA 95008
ROE ** ee2
111li25/1996
2:58 PM
(Space Above This Line For Recorder's Use)
GRANT DEED FOR PUBLIC STREET PURPOSES
FOR VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,
PRUNEYARD ASSOCIATES, LLC
. a Califo.rni.a ~imi ted Ii.hi l..i tv _~QW)anv
hereby GRANT(s) to the City of Campl)elI~ a mumClpaicorporauon, or me'U>'OflLy 01 ~lUlta" Clara, State of
California, for public street and related purposes, all of that certain real property within said City and more
particularly described as follows:
SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF
Said properties are generally shown on the attached Plat Maps B and C.
SEE ATTACHED SIGNATURE BLOCK
STATE OF CAUFORNIA
COUNTY OF c L Y7)~~4}
On ~.-u.....l -\r /97" before me,
the unde Igned, a Notary Public in and for said
State, personally appeared DA.v; (f{ /l. tJ arO<
personally known
to me (or proved to me on the basis of satisfactory
eyidence) to be the persoIill) whose nameW is/@
subscribed to the within instrument and acknowledged
10 me that he/she~ executed the same in his/her/
@rJauthorized capacitV(ies), and that by hislber/
~ signature{& on the instrument the persol!!!}, or
the entity upon behalf of which the person~ acted,
executed the instrument.
WITNESS my hand and official seal.
Signature ~~G_ LJ J7C~
Name x::.y/~t'" t../ . r/flu".... ,
(typed or printed)
j: \fonns\grantpsp
SIGNATURE
f.... ~................................. .....~.....
Q, ......-. :.~... KAmEN w. STMNS r
;( :..,~~' :to '. COMM. #1059608 I
2:: -..
Z : ~.' Notary P\bIIc - CoHfornla
J ' SAN MATEO COUNlV J
~ ~ ~ _Mv~~,:' ~_"~Ai2~.IT
This area for official notarial seal.
Page 1 of 6
PRUNEY ARD ASSOCIATES, L.L.C.,
a California limited liability company
By: OPPORTUNITY CAPITAL PARlNERS, L.P.
a California limited partnership
Managing Member
By: OFFICE OPPORTUNITY CORPORA nON
a California corporation
Gene er
t:S ; 7)e.~
By:
By:
~~
Name: {2.. MG.\.~ M.o r~
Title: c ?O
Page 2 of 6
EXHIBIT A
PARCEL 1
A portion of that certain parcel of land shown on that certain Record of Survey recorded
November 14, 1968 in Book 244 of Maps, at page 42, Santa Clara County Records, and being
more particularly described as follows:
BEGINNING at the northeast comer of the parcel of land as hereinabove described;
THENCE along the easterly line of said parcel of land, and the westerly line of South Bascom
Avenue, South 925.81 feet;
THENCE along a tangent curve to the right with a radius of 50.00 feet through a central angle of
90000'00" for an arc distance of78.54 feet to a point on the northerly line of Campbell Avenue;
THENCE along the northerly line of Campbell Avenue, West 156.96 feet to a point on the
northerly line of Campbell Avenue;
THENCE along the northerly line of said strip ofland, North 87009' 45" East 162.82 feet;
THENCE along a tangent curve to the left with a radius of 42.00 feet through a central angle of
53043 '08" for an arc distance of 39.38 feet, to a point on the westerly line of said strip ofland, a
radial at which point bears North 56033'23" West;
THENCE along said westerly line, North 948.97 feet to the northerly line of said parcel of land
hereinabove described;
THENCE along said northerly line, South 89052'00" East 11.00 feet to the said POINT OF
BEGINNING of this description.
Containing an area of 0.260 acres, more or less.
Said property is generally shown the attached Exhibit B.
PARCEL 2
A portion of that certain parcel of land shown on that certain Record of Survey recorded
November 14, 1968 in Book 244 of Maps, at page 42, Santa Clara County Records, and being
more particularly described as follows:
BEGINNING at the southwest comer of the parcel of land as hereinabove described;
THENCE along the westerly line of said parcel of land, and the easterly line of State Highway
17, along a non-tangent curve to the left, a radial at which point bears North 75056' 14" West,
having a radius of 2800.00 feet through a central angle of 00002'32" an arc distance of 2.06 feet
Page 3 of 6
to a line parallel with and distant 2.00 feet northerly from the northerly line line of Campbell
A venue;
THENCE along said parallel line, South 90000'00" East 294.46 feet;
THENCE South 00000'00" West 2.00 feet to the northerly line of Campbell Avenue;
THENCE along northerly line of Campbell Avenue, North 90000'00" West 294.95 feet to the
POINT OF BEGINNING of this description.
Containing an area of 0.014 acres, more or less.
Said property is generally shown on the attached Exhibit C.
WITNESS our hand(s} this 4 day of t2u;;,~, 1992.
PRUNEY ARD ASSOCIATES, L.L.C.,
a California limited liability company
By: OPPORTUNITY CAPITAL PARlNERS, L.P.
a California limited partnership
Managing Member
By: OFFICE OPPORTUNITY CORPORATION
a California corporation
Gener ner
By:
By:
Page 4 of 6
PARCEL - A-
LAND TO BE GRANTED
CONTAINS 0.260 AC -t
EXHIBIT B
-
o
10
II
::
[;:j
BOOK 244 PAGE 42
ACROSS
APN 288-04-24.
1875 S. BASCOM AVENUE
PRUNEYARD ASSOCIATES, L.P.
o California limited partnership
GROSS AREA - 27.243 AC .i:.
REMAINDER AREA - 26.969 AC .:I:.
EXHIBIT A - 0.260 AC .:t.
EXHIBIT B - 0.014 AC .:I:.
TOTAL AREA - 0.274 AC +
SSg- 52'00. E
11.00'
~
~~: ?~;~;/~~l62.82'
WEST 156.96'
-]
,.....
V
1,
~ - 90-00'00.
R-~I
~~~~
O+O<P
CAMPBELL AVENUE
3+00
I
2+00
I
~t WEST
1+00
I
P.O.S.
o
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8
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LAND TO BE GRANTED TO THE CITY OF CAMPBELL
INFORMATION PLAT BASED ON RECORD DATA (BK 244 P 42)
....-..
. 111 Ifdder Partr Dr. Suh 100
San ...... CA 1513'
(4OI)4.H-7500/F'AX (..oI)4.M-II84
SCALE: ,.. SO'
DRAWN BY: ...,
~ BY: WIP
DESIGNED BY: ..WS
DATE: 4-8-M
DRAWING NO.
age 5 of,6
gee007-10
CONSULTIN" EN"'NEERS
\-
- --
---
,
,
EXHIBIT C
-
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I
BOOK 244 PAGE 42
ACROSS
APN 288-04-011 & 015
1875 S. BASCOM AVENUE
PRUNEYARD ASSOCIATES, L.P.,
a California limited partnership
I
I
I
/
GROSS AREA - 27.243 AC .:I:.
REMAINDER AREA - 26.969 AC .:I:.
EXHIBIT A - 0.260 AC +
EXHIBIT B - 0.014 AC +
TOTAL AREA - 0.274 AC .:f:.
I
I
/
I::,. =- 00.02'3r
R - 2800.00'
L - 2.06'
13+00
13+27.91
-
i 12tOO
CAMPBELL AVENUE
PARCEL W SW
LAND TO BE GRANTED
/CONTAINS 0.014 AC +
214.48' _
.A_~ 2lI4.1I1~-=- .r-=-
,...
.
'l 11;00 L
WEST
-
1e>tOO i
---- (,
EAST
, -=--=-
WEST
LAND TO BE GRANTED TO THE CITY OF CAMPBELL
INFORMA nON PLAT BASED ON RECORD DATA (81< 244 P 42)
I 1rIII,,- fIIIk
CONSULT'N. ENO'NEEItS
.1 RIdder Pane Dr. Suh 100
San ..... CA 18131
(..oI)4.H-15OO/FAX (..oI)4H-11N
SCALE: ,.. SO'
ORA" BY: ...
AfIFIRCMD BY: ..,
DESlGNm BY: ...
DAlE: 4-1-.
DRAWING NO.
age 6 of 6
858007-10
ACCEPTED ON TH'S_li~ day offrj. /.4{,
for a11 on h,';ha~f of the City of Callpbell,
a ~lU"7:~h'[ C'Jr~or3tion, of the State of
CzlifGn[J. DUFurt to Res"llution No. 749,
recorded in Book 4509 ~_8. 0 Santa Clara
County Records. ~h
Anne Bybee, City Clerk
City of Campbell, Cal,ifornia
Of'CA.A.t
-l..'~.o.s>
~ ~
... ~
U {""
. .
;, ..
1- ""
-<' 0'
04'CHA"O'
CITY OF CAMPBELL
Public Works Department
December 5, 1996
Mr. Christopher Meany
Retail Project Director
The Pruneyard
William Wilson & Associates
1999 S. Bascom Avenue, Suite 200
Campbell, CA 95008
SUBJECT: S 94-08/UP 94-19 THE PRUNEYARD - RELOCATION OF SIGNS FROM
PUBLIC RIGHT OF WAY
Dear Chris:
As we indicated previously during our review of the plans for the encroachment permit to
construct the public improvements required for the Pruneyard, it will be necessary to have all
signs relocated onto private property. The City will not allow private signs encroaching into the
public right of way, and Public Works will not grant fInal acceptance of the improvements you
have constructed until all signs are removed from the public right of way.
Please give me a call if you have any questions regarding this matter.
Sincerely,
"~nJ, n Ii /J. /fl .
-'/~~
Michelle Quinney (,,}
City Engineer
cc: File EP#95-223
File UP 1875 S. Bascom 94-08/S94-19
Darryl Jones, Senior Planner
Frank Cauthorn, Building Official
Molly Choat, Pruneyard
Bill Seligmann, City Attorney
J:\MQ\PRYD05
70 North First Street. Campbell, California 95008,1423 ' TEL 408,866,2150 ' FAX 408,379,2572 ' TOO 408,866,2790
~EW PW FAX 1r
~08-376-0958
/:
/r ~//(~?//
I
PRE-APPLICATION REVIEW COMMENT SHEET
I
Date Routed: January 13, 1997
DRC Date (Preliminary written comments due) :January 21, 1997
P.C, Date: NA
,
ROUTE TO:
o Architectural or Landscape Advisor
o Fire Department
o Police Department
o Redevelopment Agency
o Engineering
b:' Corporation Yard
o Building Division
PROJECT DESCRIPTION
Proposed restaurant is requesting approval of a use permit to allow 1)
genera~ on-sale liquor license, 2) late night hours (to 2:00 am) and
live entertainment.
PROJECT INFORMATION:
File No.: PA 97-01
Applicant: John McCay
Project Address: 1875 S. Bascom Ave (The Pruneyard) #2580
APN: 412-13-29
Zoning: C-2-S )General Commercial
General Plan: Commercial
Proposed Use: Restaurant with live entertainment
PROJECT PLANNER: Gloria Sciara
DEPARTMENTAL RECOMMENDATION:
If it can be determined that this project will require mi~imal or no
comments by your department/agency, please return this comment sheet
with your initials to the Project Planner as soon as possible.
Status
~~
Additional information/revisions (see attached)
Initial
~?
~
~
&. 11-"V
Britannia Arms of Almaden
5027 Almaden Expressway
San Jose, CA. 95118
January 5, 1997
Mr. Darryl Jones, Senior Planner
City of Campbell
70 North First Street
Campbell, CA 95008-1423
Dear Mr. Jones,
Our company has an interest in opening a Britannia arms Pub in the Pruneyard Shopping Center. The
space was previously occupied by the Garret Restaurant at 1875 South Bascom Ave., Unit, #2580.
The only exterior changes we foresee would be to rebuild the upstairs patio area and to refurbish the
interior.
At present, there are three Britannia Anns locations:
1087 DeAnza Blvd., Cupertino
5027 Almaden Exp., San Jose
8017 Soquel Drive, Aptos
( open 15 years)
( open 9 years)
( open 1 year)
1~~
\Jy~\~
~~ (..-{
All locations are open seven days a week from llam till2am. We offer a full menu and complete liquor, _
beer, and wine selection with an emphasis on British Beer and Ales. We also have live entertainment
Wednesday through Sunday. The music ranges from Modem Rock to Irish Folk and Karaoke on
Sundays.
Sports playa big part in our operation as we sponsor local Soccer, Softball, and Baseball Teams. We
also show many sporting events from around the world via our satellite system.
The city of Campbell expressed an interest in locating us in downtown Campbell, however we prefer the
Pruneyard location.
Please advise us on how to proceed with our application.
ReSpectfulIY~
I~Y --
C.E.O.
A.J.T. & Sons, Inc.
Attachments: 4 pages
PH: (408) 266-0550
FAX: (408) 266-3746
HTIP://WWW.BRITANNIAARMS.COM/
DEVELOPMENT REVIEW COMMENT SHEET
Distribution: January 13, 1997
Completeness: January 20, 1997
Conditions: January 27, 1997
p,c. Meeting: February 25,1997
ROUTE TO: _
X Architectural or Landscape Advisor
X Fire Department
X Engineering (Land Development and Traffic Engineer)
X Corporation Yard
X Building Division
PROJECT DESCRIPTION
Request for a modification to a previous use permit to allow the addition to an existing veterinary hospital
INFORMATION:
File No.:
M 97-01
Applicant:
Karen Langeman
Project Address:
Assessor's Parcel Number:
3265 South Winchester Blvd.
406-22-056
Zoning District:
General Plan:
C-2-S(Genera1 Conunercial)
Conunercial
PROJECT PLANNER: Gloria Sciara
DEPARTMENTAL RECOMMENDATION:
If it can be determined that this project will require minimal or no conunents by your department/agency, please
return this conunent sheet with your initials to the Project Planner as soon as possible,
Statu, ~. /:: ~d
~ ~oco,,;;;;~ 1"/" 7F
. -- ~ AddItIonal mformatIon/revlSlons(see attached)
Draft conditions of approval attached
.~'
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CITY OF CAMPBELL
Public Works Department
January 7, 1997
Mr. Christopher Meany
Retail Project Director
The Pruneyard
William Wilson and Associates
1999 S. Bascom Avenue, Suite 200
Campbell, CA 95008
Mr. John Wilson
Webcor Builders
1755 Campus Drive, Suite 175
San Mateo, CA 94403-2514
SUBJECT: ENCROACHMENT PERMIT NO. 95-223
Dear Chris and John:
Enclosed is a summary of the plan check and inspection charges as of December 18, 1996 for
Encroachment Permit # 95-223. As you may remember, a deposit of $34,715 was taken to
cover the actual plan check and inspection fees for this permit. To date, charges of $33,919
have been expended for these services.
I would hope the improvements being installed with the encroachment permit can be completed
and accepted in the very near future so that we can close this permit out and end our inspection
services.
Please contact our Public Works Inspector, Randy Westfall, at 866-2165 should you have any
questions regarding the final acceptance of this permit work.
Sincerely,
1lJLujulf[
Michelle Quinney
City Engineer
cc: Harold Housley, Land Development Engineer
File EP #95-223
J:\MQ\EP95223
70 North First Street' Campbell, California 95008,1423 . TEL 408,866,2150 ' FAX 408,379.2572 ' TOO 408,866,2790
Actual Plan Check and Inspection Charges
Invoice/or Invoice/or or S taft/
PPE Hourly Hourly Regular Overtime Invoices Date
Name Date Rate Rate Hours Hours incl 20% OH Received
18755 Bascom (95.223)
Gomez. Cruz 07/30/95 39,63 55,65 1,50 71,33 03/14/96
Harold, Housley 07/30/95 44,70 62.48 0,50 26,82 04/02/96
Harold, Housley 08/13/95 44,70 62.48 2,50 134,10 04/02/96
Gomez, Cruz 08/13/95 39,63 55,65 1.00 47,56 03/14/96
Gomez. Cruz 08/27/95 39,63 55,65 4,00 190,22 03/14/96
Harold, Housley 08/27/95 44.70 62,48 1,50 80.46 04/02/96
Gomez. Cruz 09/10/95 39,63 55,65 0.50 23,78 03/14/96
Harold, Housley 09/10/95 44,70 62.48 0.50 26,82 04/02/96
Harold, Housley 09/24/95 44,70 62.48 2.50 134,10 04/02/96
Gomez, Cruz 09/24/95 39.63 55,65 4,00 190,22 03/14/96
Gomez, Cruz 10/08/95 39,63 55,65 3,50 166.45 03/14/96
Harold, Housley 10/08/95 44,70 62.48 1.00 53.64 04/02/96
Gomez, Cruz 1 0/22/95 39,63 55,65 6.00 285,34 03/14/96
Harold. Housley 10/22/95 44.70 62.48 1,50 80.46 04/02/96
Gomez, Cruz 11/05/95 39,63 55,65 10,00 475,56 03/14/96
Gomez, Cruz 11/19/95 39,63 55,65 2,50 118,89 03/14/96
Harold, Housley 12/03/95 44,70 62.48 1,00 53,64 04/02/96
Gomez, Cruz 12/03/95 39,63 55.65 9,50 451,78 03/14/96
Gomez, Cruz 12/17/95 39,63 55,65 17,50 832.23 03/14/96
Harold, Housley 12/17/95 44.70 62.48 1,50 80.46 04/02/96
Gomez, Cruz 12/31/95 39,63 55,65 1,50 71,33 03/14/96
Harold, Housley 12/31/95 44,70 62.48 1.00 53,64 04/02/96
Gomez. Cruz 01/14/96 39,63 55,65 18,50 879.79 03/14/96
Harold. Housley 01/14/96 44,70 62.48 2,00 107,28 04/02/96
Harold, Housley 01/14/96 44,70 62.48 2,00 107,28 04/02/96
Harold, Housley 01/28/96 44,70 62.48 2.50 134,10 04/02/96
Gomez, Cruz 01/28/96 39,63 55,65 33,50 1,593.13 03/14/96
Quinney, Michelle 01/28/96 51.29 71,81 2,00 123.10 03/14/96
Photo Deport 02/02/96 20.50 24,60 03/14/96
Gomez, Cruz 02/11/96 39,63 55,65 42,00 1,997,35 03/14/96
Harold, Housley 02/11/96 44,70 62.48 2,50 134,10 04/02/96
Quinney, Michelle 02/11/96 51,29 71,81 10,00 615.48 03/14/96
Gomez, Cruz 02/25/96 39,63 55.65 20,50 974.90 03/14/96
Harold. Housley 02/25/96 44,70 62.48 7,50 402,30 04/02/96
Quinney, Michelle 02/25/96 51,29 71,81 22,00 1,354,06 03i14/96
Gomez. Cruz 03/10/96 39,63 55,65 3,50 166.45 04/23/96
Housley, Harold 03/10/96 44,70 62.48 8.00 429,12 03/14/96
Quinney, Michelle 03/10/96 51,29 71,81 9,00 553,93 03/14/96
Gomez, Cruz 03/10/96 39,63 55,65 27.50 1,307,79 03/14/96
Pu. Tzching 03/24/96 39,63 55,65 5,00 237,78 03/26/96
Housley, Harold 03/24/96 44,70 62.48 3,00 160,92 03/26/96
Gomez, Cruz 03/24/96 39,63 55,65 25,50 1,212,68 03/26/96
Randy Westfall 03/24/96 36,86 51,77 5,00 221,16 03/26/96
Quinney. Michelle 03/24/96 51,29 71,81 11,00 677,03 03/26/96
Quinney, Michelle 04/07/96 51,29 71,81 5,50 338,51 04/09/96
Housley, Harold 04/07/96 44,70 62.48 7,00 375.48 04/09/96
Gomez, Cruz 04/07/96 39,63 55,65 41.00 1,949,80 04/09/96
Housley, Harold 04/21/96 44,70 62.48 2,00 107,28 04/23/96
Quinney, Michelle 04/21/96 51,29 71,81 3,00 184,64 04/23/96
Randy Westfall 04/21/96 36,86 51,77 2,50 110,58 04/23/96
Gomez, Cruz 05/05/96 39,63 55,65 0,50 23,78 05/09/96
Quinney, Michelle 04/22/96 51,29 71,81 2,50 153,87 05/09/96
Thompson, David E 04/22/96 41,15 58,80 1,00 70,56 05/09/96
Westfall, Randy 04/22/96 36,86 51,77 10,50 464,44 05/09/96
Gomez, Cruz 05/19/96 39,63 55,65 16,00 760,90 OS/21/96
Quinney, Michelle 04/22/96 51,29 71,81 6,00 369,29 05/19/96
Westfall, Randy 04/22/96 36,86 51,77 6,00 265,39 OS/21/96
Peninsula Blueprint 05/13/96 24,57 29.48 06/19/96
Gomez, Cruz 06/16/96 39,63 55,65 5,00 237,78 06/19/96
12/18/96 3:31 PM
Subdiv 11
Actual Plan Check and Inspection Charges
Invoice/or Invoice/or OT Staff/
PPE Hourly Hourly Regular Overtime Invoices Date
Name Date Rate Rate Hours Hours Incl 20% OH Received
Quinney. Michelle 06/02/96 51.29 71,81 9,00 553.93 06/05/96
Westfall. Randy 06/02/96 36,86 51.77 17,00 1,00 814,07 06/05/96
Gomez. Cruz 06/16/96 39.63 55,65 5.00 237.78 06/19/96
Quinney, Michelle 06/16/96 51,29 71.81 3,00 184,64 06/19/96
Westfall. Randy 06/16/96 36,86 51,77 17.50 774,06 06/19/96
Westfall, Randy 06/30/96 36,86 51.77 19,50 2,00 986,77 07/02/96
Gomez. Cruz 07/14/96 40.49 57,03 1,00 48,59 07/17/96
Westfall. Randy 07114/96 39,22 55.20 13.00 611.83 07/17/96
Westfall, Randy 07/28/96 39.22 55,20 16,00 753,02 07/30/96
Housley. Harold 07/28/96 45,19 63.43 1.50 81.34 07/30/96
Gomez. Cruz 07/28/96 40.49 57,03 0,50 24,29 07/30/96
Gomez. Cruz 08/11/96 40,49 57,03 0,50 24.29 08/14/96
Housley. Harold 08/11/96 45,19 63,43 2,30 124,72 08/14/96
Westfall. Randy 08/11/96 39,22 55,20 9.00 423,58 08/14/96
Gomez, Cruz 08/25/96 40,49 57,03 0,50 24,29 08/28/96
Housley, Harold 08/25/96 45,19 63.43 1,00 54,23 08/28/96
Westfall, Randy 08/25/96 39,22 55.20 29.00 7.50 1,861.66 08/28/96
Sunseri. AI (APC International) 08/25/96 50.81 3,00 182.92 09/05/96
Sunseri, AI (APC International) 08/11/96 50.81 21,00 1,280.41 09/05/96
Cellular One 08/12/96 13.44 16.13 08/28/96
Cellular One 07/12/96 16,38 19,66 08/28/96
Cellular One 06/12/96 12.60 15,12 08/28/96
Westfall. Randy 09/22/96 39,22 55.20 9.00 1,00 489.82 09/25/96
Westfall, Randy 1 0/06/96 39,22 55,20 4,50 211.79 10/09/96
Quinney, Michelle 10/20/96 53.31 75.35 2,00 127,94 10/22/96
Westfall. Randy 10/20/96 39,22 55.20 13.00 611.83 1 0/22/96
Westfall, Randy 11/03/96 39.22 55,20 6,00 282,38 11/06/96
Cellular One 09/12/96 24,36 29,23 10/25/96
Westfall, Randy 11/17/96 39.22 55,20 4,00 1,00 254,50 11/20/96
Westfall. Randy 12/01/96 39,22 55,20 3.00 141,19 12/05/96
Westfall, Randy 12/15/96 39,22 55,20 3,00 141.19 12/18/96
Cellular One 11/12/96 2,94 3,53 12/18/96
Cellular One 1 0/12/96 10,50 12.60 12/18/96
Cellular One 11/12/96 9,24 11,09 12/18/96
Permit Total (95-223)
658,80
13,50
33,919,36
12/18/96 3:31 PM
Subdiv
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CITY OF CAMPBELL
Community Development Department' Current Planning
February 25, 1997
Rock Bottom Brewery
1050 Walnut Street, Suite 402
Boulder, CO 80302
Re: UP 97-01-1875 S. Bascom Avenue - Rock Bottom Brewery
Dear Applicant:
Please be advised that at its meeting of February 25, 1997, the Planning Commission
adopted Resolution No. 3076 approving a Conditional Use Permit to allow extended
operational hours from 11 a.m. to 2 a.m. and live entertainment.
This approval may be appealed in writing to the City Clerk, within ten days of Planning
Commission action. The time within which judicial review of this decision must be
sought is governed by California Code of Civil Procedure, Section 1094.6.
Please note that you will be required to apply for a live entertainment permit through the
City's Police Department. The processing of this permit will involve review and
approval by the City Council.
If you have any questions, please do not hesitate to contact me at (408) 866-2140.
Sincerely,
~
I~~
Tim 1. Haley
Associate Planner
cc: Pruneyard Associates (Property Owners)
1999 S. Bascom Avenue, Suite 200
Campbell, CA 95008
70 North First Street' Campbell, California 95008,1423 ' TEL 408,866,2140 ' FAX 408,866,8381 'TDD 408,866,2790
RESOLUTION NO. 3076
BEING A RESOLUTION OF THE PLANNING COMMISSION OF THE
CITY OF CAMPBELL APPROVING A CONDITIONAL USE PERMIT
TO ALLOW EXTENDED OPERATIONAL HOURS FROM 11 A.M. TO 2
A.M., SEVEN DAYS A WEEK, AND LIVE ENTERTAINMENT IN
CONJUNCTION WITH A RESTAURANT (ROCK BOTTOM BREWERY)
ON PROPERTY LOCATED AT 1875 S. BASCOM AVENUE IN A C-2-S
(GENERAL COMMERCIAL) ZONING DISTRICT. APPLICATION OF
ROCK BOTTOM BREWERY. UP 97-01.
After notification and public hearing, as specified by law, and after presentation by the
Community Development Director, proponents and opponents, the hearing was closed.
After due consideration of all evidence presented, the Planning Commission did find as follows
with respect to application UP 97-01:
1. The proposed live entertainment use and extended late night hours of operation in
conjunction with a restaurant is consistent with the General Plan and (C-2-S) General
Commercial zoning designations for the site.
2, The existing parking and circulation will not be modified and will result in a project which
integrates the proposed uses on site.
3, Adequate on site parking and circulation has been provided for the proposed project and the
existing commercial, office and retail uses on site.
4, The proposed live entertainment use and the extended operational hours past 11 p.m. will
be incidental to the primary restaurant use and will not intensify the primary use.
5. The proposed live entertainment use and the extended operational hours past 11 p.m. are
compatible with uses on site and with adjacent land uses.
Based on the foregoing findings of fact, the Planning Commission further finds and concludes
that:
1, The proposed project will aid in the enhancement and the harmonious development of the
immediate area. The establishment, maintenance, or operation of the use will not be
detrimental to the public health, safety, peace, morals, comfort or general welfare of persons
residing or working in the neighborhood of such proposed use.
2, The proposed site is adequate in size and shape to accommodate the proposed uses and the
surrounding uses in the area.
3. The proposed project is adequately served by streets of sufficient capacity to carry the kind
and quantity of traffic such uses would generate.
Planning Commission Resolution No. 3076
UP 97-01 - 1875 S. Bascom Avenue - Rock Bottom Brewery
Page 2
Further, the applicants are notified as part of this application that they are required to comply
with all applicable Codes and Ordinances of the City of Campbell and the State of California
which pertain to this application and are not herein specified. And, that this approval is granted
subject to the following Conditions of Approval.
APPROVED PROJECT
1. Use Permit. The applicant and proposed uses shall substantially comply with the Planning
Commission approval. Said approval is subject to the description of uses as indicated in the
letter submitted by Rock Bottom Restaurants dated February 4, 1997, which request
operating hours past 11 p.m. and live entertainment.
2. Operational Hours. Operational hours shall be permitted from 11 :00 a.m. to 2:00 a.m.,
seven days per week, for food service.
3. Live Music: Music bands shall be limited to play only within the building and shall not be
allowed to play within the outdoor patio area. Music shall not exceed a noise level which is
found to be inappropriate in accordance with the noise element of the General Plan. The
indoor and/or outdoor audio sound system or music shall not be audible at any property line.
4. Police Approval: The applicant is required to obtain any and all licenses/approvals from the
Police Department for the proposed live entertainment use prior to operation of the live
mUSIC.
5. Business Operation. The applicant shall operate and maintain this use in a manner which is
not objectionable, offensive or incompatible with surrounding uses. Operation of this use in
violation of the Use Permit or City of Campbell standards, codes and ordinances shall be
grounds for revocation of the Use Permit.
PASSED AND ADOPTED this 25th day of February, 1997, by the following roll call vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
Commissioners:
Commissioners:
Commissioners:
Commissioners:
Alne, Jones, Kearns, Lowe, Lindstrom, Meyer-Kennedy
None
Gibbons
None
APPROVED:
Susan A. Kearns, Chair
ATTEST:
Steve Piasecki, Secretary
" .IV
LJ'D \i
DEVELOPMENT REVIEW COMMENT SHEET
PRE-APPLICATION
.~
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Distribution: February 3, 1997
Conunents: February 10,1997
ROUTE TO:
X Architectural Advisor
X Fire Department
Police Department
Redevelopment Agency
X Land Development Engineer
Traffic Engineer
Service Center
Building Division
PROJECT DESCRIPTION
Pre-application for a new restaurant use in the Pruneyard
INFORMATION:
File No.: PA 97-04
APN: 288-04-24
Applicant: Jonny Rockets
Property Owner: pruneyard Associates
Project Address: 1875 S. Bascom Ave.
Zoning: C-2-S(General Conunercial)
General Plan: Conunercial
PROJECT PLANNER: Tim Haley
ENVIRONMENTAL DETERMINATION:
DEPARTMENTAL RECOMMENDATION:
If it can be determined that this project will require minimal or no conunents by your department/agency,
please return this conunent sheet with your initials to the Project Planner as soon as possible.
Status
Initial
No Conunent
Additional information/revisions( see attached)
Draft conditions of approval attached
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MEMORANDUM
CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT
TO:
Tim Haley
Associate Planner
DATE: February 10, 1997
FROM:
Michelle Quinney, City Engineer}1,& ,1 ./
Harold Housley, Land Development Enginee~
SUBJECT:
Application No.:
Address:
Applicant:
Project Description:
PA 97-04
1875 S. Bascom Avenue
Johnny Rockets
New Restaurant
Pre-Application Comments:
OFF SITE
There are no off-site improvements and requirements by the Public Works Department.
ON SITE
The Traffic Engineer, Peter Eakland, has addressed the on site parking issues as discussed in his
attached interoffice memorandum dated February 7, 1997. After further discussions with Peter, the
Public Works Department recommends that the owner of the Pruneyard property periodically prepare
a parking space Occupancy Study for the complete 35 acre+ commercial/office complex. The purpose
of the Study would be to determine the extent and location of parking problems. The Study should be
made on both weekday and weekend parking. The Study should be completed during the next three
months and annually updated at the discretion of the City.
It will only be necessary to update the recently approved Traffic Impact Study when new square footage
is added.
cc: File: 1875 S. Bascom
h: \Ianddev\jrockeffi(mp)wp
interoffice
MEMORANDUM
To:
Harold Housely, Development ~~3 /'
Peter Eakland, Traffic Engineer I frz
Johnny Rocket's at Pruneyard
From:
Subject:
Date:
February 7, 1997
From personal knowledge of Johnny Rocket restaurants, they would be a good fit for the
Pruneyard. They are an upscale soda fountain, e.g. milk shakes for $3 and hamburgers for $4.95.
It would provide a reasonably priced restaurant for Pruneyard customers and would be
particularly attractive for the theatre crowd, families, and teenagers. The restaurant will generate
additional traffic and the demand for parking spaces. However, many of the trips will be
"internal trips", i.e. customers will include those who have already travelled to the development.
It probably will be less of a destination than some of the other Pruneyard restaurants. Its location
on the cross-road will provide it with good accessibility from both the east and west parking
areas. Concerning a potential parking problem, it becomes self-enforcing for restaurants. If
persons can't find a parking place, they go someplace else or they come back at a different time.
The Pruneyard already has an approved traffic impact study and accompanying mitigations for
development within the existing buildings. I don't think that there is anything that we can or
should impose because of this development. I would like the Pruneyard to do an overall parking
occupancy study, not necessarily because of this project, but to indicate to us to what extent there
is a parking problem and to identify where excess parking is located at different times of the day.
It would be desirable to have such a study done on both a weekday and a Saturday.
In summary, I would not impose any conditions on the development but as indicated I would like
to see the Pruneyard do a weekday and weekend parking occupancy s~dy.
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O"CHA"-O'
CITY OF CAMPBELL
Public Works Department
August 22, 1996
Mr. Chris Meany
The Pruneyard
1999 South Bascom Avenue, Suite 200
Campbell, CA 95008
Dear Mr. Meany:
As the Pruneyard improvements project nears completion, I want to alert you to several on-
site circulation issues that are of concern to the City and, hopefully, should also be of
concern to the Pruneyard. Because the Pruneyard already has the necessary approvals for its
on-site improvements, the City does not have any authority to require changes; but on the
other hand we do want to bring these items to your attention and would like to work with
you to address them. An effective on-site circulation system is important for the continued
success of the Pruneyard as well as for the safe movement of customers and employees to,
from, and within the area.
At this time, there are two issues that I want to bring to your attention, as follows:
1. Loading area for the Outback Restaurant: The driveway behind the Outback
Restaurant plays a key role in moving traffic to and from the Union Avenue
intersection. Monday at approximately 1:00 pm, I observed the driveway blocked in
both directions by two westbound trucks providing supplies to the restaurant. I would
hope that you would agree that this is an unacceptable situation, not only at the height
of the lunch hour but at any time of the day. Unfortunately, both directions of travel
on this driveway are necessary at all times. If the driveway were to be one-way
eastbound, it would create a major deterour for many vehicles wanting to exit the
Pruneyard westbound and also would make it impossible to enter one lane of parking
in back of the Outback restaurant. If the driveway were one-way westbound, then
there would be no way of traffic entering the pruneyard via Union Avenue to access
the east side of the Pruneyard except by going behind the office buildings. Thus, the
two-lane driveway is an inappropriate loading area for the restaurant as at least one
direction of travel has to be blocked. The only possible remedies I see are either to
create a third lane on the driveway which would be used for loading only and toQ
1
70 North First Street' Campbell, California 95008.1423 ' TEL 408.866,2150 ' FAX 408,379,2572 ' TDD 408,866,2790
NEW PW FAX #
403-376-0958
continue to provide one lane in each direction or, preferably, to create a loading area
in lieu of the parking spaces facing driveway.
2. On-site traffic movements related to the Union A venue signalized intersection:
With a minimum of striping on driveways leading to the intersection, there is a
potential for blocking of traffic to and from the intersection and there is a potentially
large conflict area that reduces the safety of turning movements. Soon after
construction is complete, we would like to discuss with you and your engineer a
suitable striping plan for the area. We will monitor conditions after the intersection is
fully operational and I encourge you to do the same. It is important that free-flow
conditions exist during the green phase of the signal for the driveway, otherwise the
capacity for the movement will be significantly decreased and some exiting vehicles
may needlessly have to wait more than one cycle to pass through the intersection.
The City and the Pruneyard have a common interest in having the best possible internal
circulation system. We are willing at any time to discuss these issues with Pruneyard
representatives. As I mentioned, we will monitor conditions after the intersection is fully
operational and will share our observations with you.
J!i~~
Peter Eakland
Traffic Engineer
cc: Bob Kass
Darryl Jones, Community Development
2
11 It IB1c; <; Bcfsi{'-~
()rUrl.el1Mct
~ q I./~Dg I uP er '-/-/'1
Brian KangBs Joulk
Eng,ineers . Surveyors . Planners
JUlY 26, 1996
Job No: 9576018.10
I, I
Michelle Quinney
City Engineer
City of Campbell
10 North First
Campbell, CA 95008
...
3 Pages Transmitted Via Fax (408) 379-2572
Subject: Entry Way. Outback Steakhouse
Dear Michelle:
This letter is to request that the City of Campbell allow the construdion of a Caltrans
type Kl _ 8 concrete curb and gutter in front of the Outback Steakhouse entry in
Campbell. The total length of a inch curb would be approximately 40 foot. This change
is requested to meet ADA entrance requirements from the 10 foot wide public sidewalk
to the entry way of the building. The attached sketch shows the slopes involved in this
area.
The 8 inch curb which we propose to construd is a Caltrans Standard. The 8 inch curb
in this area should not present a problem for car doors because the area is signed for
no stopping at any time. The nature of Campbell precludes any significant pedestrian
traffic across Campbell Avenue.
Attempts to solve the entry way slope problem by raising the existing 511 curb result in
raising the flow line of the gutter. This severely limits the cross slope of the roadway in
the affected areas.
Thank you for your review of this request. Please contact me if you have any questions
or require any additional information.
Very truly yours,
BRIAN KANGAS FOULK
ff1#\ B LJ:
Martin B. Parissenti, PE
Projed Manager
cc: Chris Meany
Lauri Clum
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SALVAWll" LICCIlIDO
1I.0NIlt S StUIOU
DAVID HANUlLOIIOH
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LICCARDO, ROSSI.
STURGES f6 McNEIL
^ PROF~SION^1. LAW CORPORATtON
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SAN JOU, CAUl'OWlfa 95126--1493
(40~124+4.s70
FAX (40eI21+32Q4
The PlUneyard Center
Campbell, California
By facsimile;
Re~ Campbell Inn Sign
Rose Manno advi8es me that you hlfonned her yesterday that the Pruneyard Center wu
going to remove the Campbell Inn sip that is on the Pruneyard property by the end of this week.
The Manraos and their property appear to me to have an easement to maintain that sip where it
is. This would be an easement implied by the law from the use of your property by and for the
benefit of the Campbell Iml property during the time it WI. owned by a sinsle owner, RTC and its
predecelsor. Your 24 hour notice to the Manraol hu not given them time to be more &UIe, but
the indications to me are obvious. The Manra05 ask that you not move their sign, and thilletter is
to let you know that they do not consent to it~ if there wu a dedication of the ground the sign is
on, you should have asked the Manraos to join in it or consent to it. The Manraol are certainly
willing to be considerate and accommodating, but pruneyard must reapect their rights.
The pruneyard would be wise to consult with its attorney, and the issue he or she needs to
advise upon is the creation of easements by implication when two parcell have been once owned
by the same owner.
v cry truly your8,
~AjA--.
ROBERTS.STUR~' '\ ..~
cc: City of Campbell
CHICAGO Tll.-E COMPANY
6?-~ fk~d~
Issuing Office:
110 West Taylor Street
San Jose, California 95110
Phone: (408) 292 -4212
Escrow Location:
110 W. Taylor Street
San Jose, California 95110-2131
Phone: (408) 292 -4212
Fax: (408} 2132'-1404
',---
Mollie Choate
william wilson & Associates
1999 South Bascom Avenue, Suite 200
Campbell, California 95008
Order No.
Reference:
Regarding:
Escrow No. 000746447 8M
ESCROW OFFICER: Sharman McKenna
, I
/lwf. LDrrlfa t2,,~4f t.1S--
746447 LM
000746447
1901 S. Bascom Ave
Campbell, California
5th AMENDED
Dated as of: April 8, 1996
at 7:30 AM
In response to the above referenced application for a policy of title insurance,
CHICAGO TITLE COMPANY
hereby reports that it is prepared to issue, or cause to be issued, as of the date hereof, a Policy or Policies of Title Insurance
describing the land and the estate or interest therein hereinafter set forth, insuring against loss which may be sustained by
reason of any defect, lien or encumbrance not shown or referred to as an Exception in Schedule B or not excluded from
coverage pursuant to the printed Schedules, Conditions and Stipulations of said Policy forms.
The printed Exceptions and Exclusions from the coverage of said Policy or Policies are set forth in the attached list. Copies
of the Policy forms should be: They are available from the office which issued the report.
Please read the exceptions shown or referred to in Schedule B and the exceptions and exclusions set forth in the
attached list of this report carefully. The exceptions and exclusions are meant to provide you with notice of matters
which are not covered under the terms of the title insurance policy and should be carefully considered.
It is important to note that this preliminary report is not a written representation as to the condition of title and may
not list all liens, defects, and encumbrances affecting title to the land.
TillS REPORT (AND ANY SUPPLEMENTS OR AMENDMENTS HERETO) IS ISSUED SOLELY FOR THE
PURPOSE OF FACILITATING THE ISSUANCE OF A POllCY OF TITLE INSURANCE AN NO LIABILITY IS
ASSUMED HEREBY. IF IT IS DESIRED THAT LIABILITY BE ASSUMED PRIOR TO THE ISSUANCE OF A
POllCY OF TITLE INSURANCE, A BINDER OR COMMITMENT SHOULD BE REQUESTED.
The form of policy of title insurance contemplated by this report is:
CALIPORNIA LAND TITLB ASSOCIATION STANDARD COVERAGE POLICY
1i?ua:?fl
.
-lI.
Laura Mill-er
Title Officer
PFPSS - 11/07/~ AA
SCHEDULE A
Order No: 746447
LM
Your Ref: 000746447
1. The estate or interest in the land hereinafter described or referred to covered by this report is:
A FEE
2. Title to said estate or interest at the date hereof is vested in:
pruneyard Associates, L.P., A California Limited Partnership
3. The land referred to in this report is situated in the State of California, County of SANTA CLARA
and is described as follows:
See Legal Description attached hereto and made a part hereof.
PREUMA-9/27 /93btl
DESCRIPTION
Order No. 746447
LM
Page
1
All that certain real property in the City of Campbell, County of Santa Clara,
State of California, described as follows:
PARCBL ONE
Beginning at the point of intersection of the center line of campbell Avenue and
Union Avenue, as shown on the Record of Survey Map recorded in Book 244 of Maps,
Page 42, Santa Clara County Records; thence along the center line of Campbell
Avenue, East 113.43 feet; thence leaving said center line North 47.00 feet to a
point in the North line of Campbell Avenue, as established by Deed to the City
of campbell dated January 21, 1970, recorded January 23, 1970 in Book 8807 of
Official Records, Page 531, and the true point of beginning of this description;
thence from said true point of beginning, along the arc of a curve to the left
from a tangent which bears North 64 deg 09' 29" East, with a radius of 20.00
feet for an arc distance of 22.40 feet; thence North 313.00 feet to the
Southeast corner of Parcell as described in the Deed from Fred N. Sahadi, et
ux, to the Towers Finance Company, a Corporation, dated January 11, 1971,
recorded January 12, 1971 in Book 9185 of Official Records, Page 222; thence
along the Southerly line thereof West 328.84 feet to a point in the Easterly
line of the property of the State of California Route 5 Freeway as said line was
established by condemnation in the Superior Court of the State of California in
and for the County of Santa Clara, under Action No. 101429, a certified copy of
the Decree issued thereunder was recorded April 2, 1958 in Book 4043 of Official
Records, Page 543; thence along said last named line along the arc of a curve to
the right from a tangent which bears South 7 deg 10' 03" West, with a radius of
2800.00 feet, thru a central angle of 6 deg 53' 43" for an arc distance of
336.97 feet to a point in said Northerly line of Campbell Avenue; thence along
said last named line East 379.60 feet to the true point of beginning.
PARCBL '!WO
Beginning at the intersection of the center line of Campbell Avenue and Union
Avenue, as shown on the record of survey recorded in Book 244 of Maps, at page
42, Santa Clara County Records; thence along the center line of Campbell Avenue,
East 124.71; thence leaving the center line of Campbell Avenue, North 378.00
feet to the true point of beginning of this description; thence West 328.84 feet
to the point on the Easterly property line of State of California Route 5
freeway, as said line was established by condemnation in the Superior Court of
the State of California for the County of Santa Clara under Action No. 101429, a
certified copy of the decree isued thereunder was recorded April 2, 1958 in Book
4043 of Official Records, page 543, said point being on a curve with a tangent
bearing North 7 deg. 10' 03" East; thence Northerly along the Easterly property
line of aid freeway along a curve to the left, 649.10 feet thru a central angle
of 13 deg. 16' 57" with a radius of 2800.00 feet to a point in the Northerly
line of that certain parcel of land shown on said Survey Map; thence along said
last named line, South 89 deg. 52' 00" East 365.00 feet; thence South 28.64 feet
to a point on a curve with a tangent bearing South 51 deg. 23' 07" West; thence
Southerly along said curve to the left, 100.48 feet thru a central angle of 51
deg. 23' 07" with a radius of 112.00 feet; thence South 109.62 feet; thence
along the following courses: West 110.00 feet; South 140.00 feet; East 110.00
feet; South 104.00 feet; West 110.00 feet; South 44.00 feet; West 56.00 feet;
South 64.00 feet; East 166.00 feet; South 69.00 feet to the true point of
beginning.
PARCBL THRBB
DESCRIPTION
Order No. 746447
LM
Page
2
Beginning at the intersection of the center line of campbell Avenue and Union
Avenue as shown on the record of survey map recorded in Book 244 of Maps, page
42, Santa Clara County Records; thence along the center line of campbell Avenue,
East 113.43 feet; thence leaving said center line North 47.00 feet to a point in
the North line of Campbell Avenue, as established by Deed to the City of
Campbell, dated January 21, 1970 and the true point of beginning of this
description, recorded January 23, 1970 in Book 8807 of Official Records, Page
531; thence along said last named line East 848.28 feet; thence along a tangent
curve to the left with a radius of 50.00 feet thru a central angle of 90 deg.
00' 00" for an arc distance of 78.54 feet to a point in the Westerly line of
South Bascom Avenue, formerly San Jose-Los Gatos Road; thence along said last
named line North 925.81 feet to a point in the Northerly line of that certain
Parcel of Land described in the Deed to Fred N. Sahadi, recorded June 3, 1968 in
Book 8144 of Official Records, Page 612; thence along said last named line North
89 deg. 52' 00" West 844.90 feet to the point of intersection thereof with the
Easterly line of that certain Parcel of Land designated Parcell, described in
the Deed from Fred N. Sahadi to Valley Title Company, recorded March 28, 1969 in
Book 8481 of Official Records, Page 228; thence along said last named line and
its prolongation Southerly; thence following bearings and distance: South 28.64
feet; thence Southerly along a curve to the left, from a tangent which bears
South 51 deg. 23' 07" West with a radius of 112.00 feet, thru a central angle of
51 deg. 23' 07" for an arc distance of 100.48 feet; thence South 843.62 feet;
thence along the arc of a tangent curve to the right, with a radius of 20.00
feet, thru a central angle of 64 deg. 09' 29" for an arc distance of 22.40 feet
to the true point of beginning.
Excepting therefrom all that portion thereof described as follows:
Beginning at the intersection of Campbell Avenue, and Union Avenue, centerline
as shown on that certain record of survey Map recorded in Book 244 of maps, Page
42, Santa Clara County Records; thence along the center line of Campbell Avenue,
East 148.71 feet; thence leaving said center line of Campbell Avenue North
607.00 feet to the true point of beginning of the description; thence along a
tangent curve to the right 420.97 feet, thru a central angle of 360 deg. 00' 00"
with a radius of 67 feet to the true point of beginning.
PARCBL POOR
Beginning at the intersection of the center lines of Campbell Avenue and Union
Avenue, as shown on the Record of Survey Map recorded in Book 244 of Maps, at
Page 42, Santa Clara County Records; thence along the center line of Campbell
Avenue, East 124.71 feet; thence leaving the centerline of campbell Avenue,North
659.00 feet to the True point of Beginning of this description; thence West
110.00 feet; thence North 140.00 feet; thence East 110.00 feet; thence South
140.00 feet to the True point of Beginning.
PARCBL FIVE
Beginning at the intersection of the center line of Campbell Avenue and Union
Avenue, as shown on the Record of Survey Map recorded in Book 244 of Maps, at
Page 42, Santa Clara County Records; thence along the centerline of Campbell
Avenue, East 124.71 feet; thence leaving said centerline North 447.00 feet to
the True point of Beginning of this description; thence West 166.00 feet; thence
North 64.00 feet; thence East 56.00 feet; thence North 44.00 feet; thence East
DESCRIPTION
Order No. 746447
LM
Page
3
110.00 feet; thence South 108.00 feet to the True Point of Beginning.
PARCEL SIX
Beginning at the intersection of Campbell Avenue and Union Avenue center lines,
as shown on that certain record of survey map recorded in Book 244 of Maps, Page
42, Santa Clara County Records; thence along the center line of Campbell Avenue,
East 148.71 feet; thence leaving said center line of Campbell Avenue, North
607.00 feet to the true point of beginning of this description; thence along a
tangent curve to the right, 420.97 feet thru a central angle of 360 deg. 00' 00"
with a radius of 67 feet to the true point of beginning.
SCHEDULE B
Page 1
Order No: 746447
LM
Your Ref: 000746447
At the date hereof exceptions to coverage in addition to the printed Exceptions and Exclusions in the policy
form designated on the face page of this Report would be as follows:
FD 1. Taxes for the fiscal year 1996-97, a lien not yet payable.
KN 2. A Tax default for General, Special, Supplemental and Subsequent
Delinquencies for the fiscal year 1994-95
Assessment No.:
Taxing Authority:
288-04-010-01
COUNTY TAX COLLECTOR
Amount to pay on or before April 30, 1996 is $3,674.65 and on or before
May 31, 1996 is $3,718.44
T
Said matter affects: Portion of Parcel Three
DH 3. The Lien of Supplemental Taxes, if any, assessed pursuant to the
provisions of Chapter 3.5, (commencing with Section 75) of the Revenue
and Taxation Code of the State of California.
DN 4. The fact that the ownership of said land does not include any right of
ingress or egress to or from the highway contiguous thereto, said rights
have been condemned by Final Decree of Condemnation, a certified copy of
which was
Case No.:
April 2, 1958 in Book 4043 at Page 543 of Official
Records
101429
Recorded:
DO Said matter affects: Parcels One, Two and Six
DP 5. A lease, affecting the premises herein stated, for the term and upon the
terms, covenants and conditions in an unrecorded lease referred to
therein between the parties named herein,
Affects:
December 27, 1968
Fred Sahadi and Helen Sahadi
United Artists Theatre Circuit, Inc.
November 3, 1969 in Book 8725 at Page 216 of
Official Records
A Portion of Said Land
Dated:
Lessor:
Lessee:
Recorded:
DD No representation is made as to the present ownership of said leasehold
or matters affecting the rights or interests of the lessor or lessee
PAEUMB-8f7/91-1re
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SCHEDULE B
(continued)
Order No: 746447
LM
Your Ref:
000746447
arising out of or occasioned by said lease.
DR Said matter affects: Parcel Three
DS 6. A lease, affecting the premises herein stated, for the term and upon the
terms, covenants and conditions in an unrecorded lease referred to therein
between the parties named herein,
Recorded:
November 4, 1969
Fred Sahadi
Bank of America National Trust and Savings
Association, A National Banking Association
March 2, 1970 in Book 8846 at Page 76 of Official
Records
A Portion of Said Land
Dated:
Lessor:
Lessee:
Affects:
DT No representation is made as to the present ownership of said leasehold or
matters affecting the rights or interests of the lessor or lessee arising
out of or occasioned by said lease.
DU Said matter affects: Parcel Three
DV 7. An easement affecting the portion of said land and for the purposes stated
herein, and incidental purposes,
In Favor Of:
Pacific Gas and Electric Company, a California
Corporation
Facilities consisting of underground conduits, etc.,
and above ground switches, etc.
May 13, 1970 in Book 8919 at Page 205 Official Records
For:
Recorded:
Affects:
As follows:
DW The Parcel of Land shown as 27.243 acres on the record of survey Map filed
for record in the Office of the County Recorder of said County of Santa
Clara in Book 244 of maps at Page 42; excepting therefrom the Parcels of
Land conveyed under Parcel 1 and Parcel 2 in the Deed from Fred N. Sahadi
and wife to Valley Title Company by Deed dated March 2, 1969 and recorded
in the Office of Santa Clara County Recorder in Book 8401 of Official
Records at Page 228.
Said facilities shall be installed within the strip of land described as
follows:
A. A strip of land of the uniform width of 10 feet extending from the
Northerly boundary line of the City Street known as Campbell Avenue,
Northwesterly, Northerly and Northwesterly to the Northerly boundary line
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SCHEDULE B
( continued)
Order No: 746447
LM
Your Ref:
000746447
of said real property, and lying equally on each side of a line which
begins at a point in the Northerly boundary line of said Campbell Avenue,
distant along said Northerly boundary line 582.2 feet Easterly from the
Southwest corner of said real property, and runs thence North 22 deg. 11'
West 111.2 feet, thence due North 14.8 feet to a point hereinafter for
convenience called Point A, thence continuing due North 310.2 feet to a
point hereinafter for convenience called Point B, thence continuing due
North 100.5 feet to a point hereinafter for convenience called Point C,
thence continuing due North 264.0 feet to a point hereinafter for
convenience called point D, thence North 25 deg. 12' West 205 feet, more or
less, to a point in the Northerly boundary line of said real property;
excepting therefrom that portion lying within the boundary lines of said
Parcel 2.
B. A strip of land of the uniform width of 10 feet extending Easterly from
the Easterly boundary line of the strip of land hereinbefore described and
designated 1, and lying equally on each side of a line which begins at said
Point A and runs thence due East 40.0 feet.
C. A strip of land of the uniform width of 10 feet extending from the
Westerly boundary line of the strip of land hereinbefore described and
designated 1, Westerly and Northwesterly to a Northerly boundary line of
the Parcel of Land described and designated Parcel 5 in said Deed dated
March 25, 1969 and lying equally on each side of a line which begins at
said Point B and runs thence due West 270.0 feet, thence North 33 deg. 41'
West 45 feet, more or less, to a point in a Northerly boundary line of said
Parcel 5.
D. A strip of land of the uniform width of 10 feet extending Easterly from
the Easterly boundary line of the strip of land hereinbefore described and
designated 1, and lying equally on each side of a line which beings at said
Point C and runs thence due East 128.0 feet.
E. A strip of land of the uniform width of 10 feet extending Easterly from
the Easterly boundary line of the strip of land hereinbefore described and
designated 1, and lying equally on each side of a line which beings at said
Point D and runs thence due East 33.0 feet.
F. A strip of land of the uniform width of 10 feet lying contiguous to and
Southerly of the Northerly boundary line of said real property and
extending from the Southwesterly boundary line of the strip of land
hereinbefore described and designated 1, Westerly 20 feet, more or less, to
the Easterly boundary line of said Parcell.
DX 8. An easement affecting the portion of said land and for the purposes stated
herein, and incidental purposes,
For:
Pacific Gas and Electric Company, a California
Corporation
Underground conduits, etc. and aboveground marker
In Favor Of:
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SCHEDULE B
(continued)
Order No: 746447
LM
Your Ref:
000746447
Recorded:
posts, etc.
May 13, 1970 in Book 8919 at Page 208 Official Records
Affects:
As follows:
DY The parcels of land conveyed under Parcel 1 and Parcel 2 in the deed from
Valley Title Company to Pittsburg-Des Moines Steel Company and Fred N.
Sahadi by deed dated March 28, 1969 and recorded in the office of the
County Recorded of said County of Santa Clara in Book 8481 of Official
Records at page 246.
Said facilities shall be installed within the strip of land described as
follows:
A. A strip of land of the uniform width of 10 feet lying contiguous to and
Southerly of the Northerly boundary line of said Parcel 1 and extending
from the Easterly boundary line of said Parcell, Westerly 195.0 feet.
B. A strip of land of the uniform width of 10 feet extending Northwesterly
from the Northerly boundary line of the Parcel of Land described and
designated ParcelS in said Deed dated March 28, 1969 and lying equally on
each side of a line which begins at a point outside the boundary lines of
said real property, from which the Southeast corner of said Parcel 1 bears
South 51 deg. 12 1/2' East 154.8 feet distant, and running thence North 33
deg. 41' West 91.9 feet; thence due North 68.5 feet.
C. A strip of land of the uniform width of 10 feet extending from the
Southeasterly boundary line of said Parcel 2, Northerly to the
Northeasterly boundary line of said Parcel 2, and lying equally on each
side of a line which begins at a point outside the boundary lines of said
real property from which the Southeast corner of said Parcel 1 bears South
56 deg. 59 1/2' West 178.1 feet distant, and running thence due North 165
feet, more or less, to a point in the Northeasterly boundary line of said
Parcel 2.
First party also grants to Pacific Gas and Electric Company the right to
excavate for, install, replace, maintain, and use for conveying gas an
underground main or pipe lines and suitable service pipes and connections
within the strip of land hereinbefore described and designated 3.
DZ Said matter affects: Parcels One, Two and Six
fA 9. An easement affecting the portion of said land and for the purposes stated
herein, and incidental purposes,
In Favor Of:
Pacific Gas and Electric Company, a California
Corporation
Facilities consisting of underground conduits, etc.
and above ground switches, etc.
For:
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SCHEDULE B
(continued)
Order No: 746447
LM
Your Ref: 000746447
Recorded:
July 20, 1970 in Book 8991 at Page 688 Official
Records
The routes of said facilities as defined by a Notice
of Location recorded October 26, 1970 in Book 9099
Page 343 Official Records are as follows:
Affects:
E8 1. A strip of land of the uniform width of 10 feet extending from the
Northerly boundary line of the street known as Campbell Avenue, Northerly,
Easterly, Northerly and Northeasterly to the Westerly boundary line of the
street known as Bascom Avenue and lying equally on each side of a line
which begins at a point in the Northerly boundary line of said Campbell
Avenue, distant along said Northerly boundary line 82.7 feet Easterly from
the point of intersection of the Westerly boundary line of the real
property described in said grant dated June 28, 1970 with the Northerly
boundary line of said Campbell Avenue and runs thence North 77.2 feet,
thence North 25 deg. 57 1/2' East 63.4 feet; thence North 170.3 feet to a
point hereinafter for convenience called Point A, thence East 169.5 feet,
thence North 263.0 feet to a point hereinafter for convenience called Point
B, thence continuing North 39.8 feet, thence North 51 deg. 42 1/2' East 155
feet, more or less, to a point in the Westerly boundary line of said Bascom
Avenue.
2. A strip of land of the uniform width of 10 feet extending Northerly and
Westerly from the Northerly boundary line of the strip of land hereinbefore
described and designated 1 and lying equally on each side of a line which
begins at said Point A and runs thence North 5.8 feet, thence West 30.0
feet.
3. A strip of land of the uniform width of 10 feet extending Westerly from
the Westerly boundary line of the strip of land hereinbefore described and
designated 1 and lying equally on each side of a line which begins at said
Point B and runs thence West 165.5 feet.
EC Said matter affects: Parcel Three
ED 10. A lease, affecting the premises herein stated, for the term and upon the
terms, covenants and conditions in an unrecorded lease referred to therein
between the parties named herein,
Recorded:
October 14, 1970
Fred Sahadi
Crocker-Citizens National Bank, A National Banking
Association
October 30, 1970 in Book 9107 at Page 534 of Official
Records
A Portion of Said Land
Dated:
Lessor:
Lessee:
Affects:
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SCHEDULE B
( continued)
Order No: 746447
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Your Ref:
000746447
EE Said matter affects: Parcel Three
EF No representation is made as to the present ownership of said leasehold or
matters affecting the rights or interests of the lessor or lessee arising
out of or occasioned by said lease.
EG 11. An easement affecting the portion of said land and for the purposes stated
herein, and incidental purposes,
In Favor Of:
County Sanitation District No. 4 of Santa Clara
County, A Public Corporation
Sanitary Sewers and appurtenances
August 30, 1972 in Book 9997 at Page 148 Official
Records
An easement 10 feet in width described as follows:
For:
Recorded:
Affects:
EH Beginning at a point in the Westerly property line of Bascom Avenue, being
distant South 25.00 feet from the Northeast corner of the Parcel of Land
shown on the record of Survey recorded in Book 244 of Maps, at Page 42,
Santa Clara County Records; thence North 89 deg 52' 00" West 772.00 feet;
thence South 345.00 feet; thence West 26.86 feet to the true point of
beginning; thence West 94.28 feet to the end of this description.
EI Said matter affects: Parcels One, Two, Three and Six
EJ 12. An easement affecting the portion of said land and for the purposes stated
herein, and incidental purposes,
In Favor Of:
County Sanitation District No. 4 of Santa Clara
County, A Public Corporation, Santa Clara County,
State of California
The construction and maintenance of a Sanitary Sewer
August 30, 1972 in Book 9997 at Page 152 Official
Records
A strip of land 10 feet in width, lying 5 feet on each
side of the following described centerline:
For:
Recorded:
Affects:
EK Beginning at a point in the West property line of Bascom Avenue being
distant South 25.00 feet from the Northeast corner of the Parcel of Land
shown on the record of survey recorded in Book 244 of Maps, at Page 42;
Santa Clara County Records; thence North 89 deg. 52' 00" West 122.00 feet;
thence South 650.00 feet to the true point of beginning; thence West 215.00
feet.
EL Said matter affects: Parcel Three
EM 13. An easement affecting the portion of said land and for the purposes stated
herein, and incidental purposes,
PAEUMBC-8/23/93bk
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SCHEDULE B
(continued)
Order No: 746447
LM
Your Ref:
000746447
In Favor Of:
County Sanitation District No. 4 of Santa Clara
County, A Public Corporation, Santa Clara County,
State of California
The construction and maintenance of a Sanitary Sewer
August 30, 1972 in Book 9997 at Page 155 Official
Records
A strip of land 10 feet in width, lying 5 feet on each
side of the following described centerline:
For:
Recorded:
Affects:
EN Beginning at a point in the West property line of Bascom Avenue being
distant South 25.00 feet from the Northeast corner of the Parcel of Land
shown on the record of survey recorded in Book 244 of Maps, at Page 42;
Santa Clara County Records; thence North 89 deg. 52' 00" West 122.00 feet;
thence South 390.00 feet to the true point of beginning; thence West 175.00
feet.
EO Said matter affects: Parcel Three
A portion of the above has been abandon by Quitclaim Deed
Recorded:
West Valley Sanitation District of Santa Clara County,
A Public Corporation
February 8, 1996 in Book P197 at Page 1214 of Official
Records
As follows:
Executed by:
Affects:
Beginning at a point in the West property line on Bascom Avenue being
distant South 25.00 feet from the Northeast corner of the Parcel of Land
shown on the Record of Survey recorded in Book 244 of Maps at Page 42,
Records of Santa Clara County, California; thence North 89 deg 52' 00" West
122.00 feet; thence South 650.00 feet to the True Point of Beginning as
shown on the Easement recorded in Book 9997, Official Records, Page 152;
thence West 168.00 feet to the Beginning of this abandonment. The
abandonment is described as follows:
A 10' wide Sanitary Sewer Easement 47.00 feet long, bearing West.
EP 14. An easement affecting the portion of said land and for the purposes stated
herein, and incidental purposes,
For:
Recorded:
County Sanitation District No. 4 of Santa Clara
County, A Public Corporation, Santa Clara County,
State of California
Sanitary Sewers
August 30, 1972 in Book 9997 at Page 158 Official
Records
An easement 10 feet in width, the center line
In Favor Of:
Affects:
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SCHEDULE B
(continued)
Order No: 746447
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Your Ref: 000746447
described as follows:
EQ Beginning at a point in the West property line of Bascom Avenue being
distant South 25.00 feet from the Northeast corner of the Parcel of Land
shown on the record of survey recorded in Book 244 of maps at Page 42,
Santa Clara County Records; thence North 89 deg. 52' 00" West 122.00 feet
to a point for reference purposes hereinafter called Point Ai thence
continuing North 89 deg. 52' 00" West 650.00 feet; thence South 345.00 feet
to a point for reference purposes hereinafter called Point Bi thence
continuing South 400.00 feet; thence West 165.00 feet.
Also including: Beginning at said Point A; thence South 650.00 feet.
Also including: Beginning at said Point B; thence West 26.86 feet to a
point for reference purposes called Point C; thence continuing West 94.28
feet to a point for reference purposes hereinafter called Point D; thence
continuing West 43.86 feet.
Excepting therefrom: That portion that lies between Point C and Point D.
ER Said matter affects: Parcels One, Two and Three
EU 15. An easement affecting the portion of said land and for the purposes stated
herein, and incidental purposes,
In Favor Of:
Pacific Gas and Electric Company, a California
Corporation
To construct, place, inspect, maintain, replace and
remove facilities
March 2, 1973 in Book 0262 at Page 133 Official
Records
As follows:
For:
Recorded:
Affects:
EV Located within a strip of land of the uniform width of 10 feet, the center
line of which is delineated by a heavy dashed line and designated strip A
upon the print of second party' drawing No. SJB-696 CH.2, attached hereto
and made a part hereof; and a strip of land of the uniform width of 18
feet, lying 2.5 feet on the Northerly side and 15.5 feet on the Southerly
side of a line which is delineated by a heavy dashed line and designated
strip B upon aid print of second party's Drawing No. SJB-696 CH.2.
EW Said matter affects: Parcels Four and Five
EX 16. An easement affecting the portion of said land and for the purposes stated
herein, and incidental purposes,
In Favor Of:
For:
The Santa Clara County Transit District
A bus stop and shelter with provision for passenger
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SCHEDULE B
(continued)
Order No: 746447
LM
Your Ref: 000746447
Recorded:
and pedestrian traffic over, upon and across
February 5, 1979 in Book E270 at Page 215 Official
Records
A portion of Said Land and being more particularly
described as follows:
Affects:
EY
Parcel A:
(860215-3, Southbound Bascom Avenue nearside Campbell Avenue)
A portion of the 27.243 acre parcel shown upon the record of survey map
recorded in Book 244 of Maps at Page 42, records of the recorder of Santa
Clara County, California and being more particularly described as follows:
Beginning at 3/4" iron pipe set in a monument box at the point of
intersection of the monument line of Campbell Avenue with monument line of
Bascom Avenue as the intersection is shown upon said Map; thence along the
monument line of Bascom Avenue, North, 369.05 feet; thence at right angles
to the monument line of Bascom Avenue, West, 47.00 feet to a point on the
Easterly boundary of said 27.243 acre parcel and the true point of
beginning of this description; thence along said Easterly boundary, South
25.00 feet; thence at right angles to said boundary, West 7.00 feet; thence
North, 25.00 feet; thence East, 7.00 feet to the true point of beginning.
Parcel B:
(860215-4, Westbound Campbell Avenue, farside Bascom Avenue)
A portion of that certain 27.243 acre parcel of land shown upon the record
of survey map recorded in Book 244 at Page 42 records of the Recorder of
Santa Clara County, California and more particularly described as follows:
Beginning at a 3/4" iron pipe in a monument box at the intersection of the
monument line of Campbell Avenue with the monument line of Bascom Avenue as
the intersection is shown on said Map; thence along the monument line of
Campbell Avenue, West, 295.92 feet; thence at right angles to said monument
line, North, 47.00 feet to a point on the Southerly boundary of the
aforesaid 27.243 acre parcel and the true point of beginning of this
description; thence along said Southerly boundary, West, 30.00 feet; thence
at right angles to said boundary North 12.00 feet; thence East, 30.00 feet;
thence South, 12.00 feet to the true point of beginning.
EZ Said matter affects: Parcel Three
FA 17. Any Rights, Interests or Claims which may exist or arise by reason of the
following facts shown by a survey made by Sandis Humber Jones civil
Engineers Surveyors & Planners, dated February 1994, Job No. 294106.02 and
by inspections of said land:
(a) the fact that a bike path access encroaches onto said land at the
northwesterly corner of Parcel Two.
FB 18. A Deed of Trust to secure an indebtedness of the amount stated herein, and
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SCHEDULE B
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Order No: 746447
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Your Ref: 000746447
any other obligations secured thereby
Recorded:
April 28, 1994
$18,000,000.00
pruneyard Associates, L.P., A California Limited
Partnership
Equitable Deed Company, a California Corporation
Bank of America National Trust and Savings
Association, a National Banking Association
April 28, 1994 in Book N419 at Page 398 of Official
Records
12472843
None Shown
None Shown
Dated:
Amount:
Trustor:
Trustee:
Beneficiary:
Instrument No.:
Return Address:
Loan No.:
KW An instrument modifying the terms of said Deed of Trust as therein provided
Executed By:
Bank of America National Trust and Savings
Association, a National Banking Association and
pruneyard Associates, L.P., A California Limited
Partnership
September 18, 1995
September 25, 1995 as Instrument No. 13025674 Official
Records
Dated:
Recorded:
Fe 19. An Agreement, affecting said land, for the purposes, stated herein, upon
the terms, convenants and conditions referred to therein, between the
parties named herein
Disclosed By:
Recorded:
To manage and operate a 118-room hotel commonly known
as the Campbell Inn
April 28, 1994
pruneyard Associates, L.P., A California Limited
Partnership and Wyndham Hotel Company, Ltd., a Texas
Limited Partnership
Management Subordination and Estoppel Agreement
May 9, 1994 in Book N433 at Page 1718 of Official
Records
For:
Dated:
Executed By:
FD Said Agreement has been subordinated to the subject matter referred to in
this paragraph, by the provisions of an instrument
Dated:
April 28, 1994
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(continued)
Order No: 746447
LM
Your Ref: 000746447
Executed By:
pruneyard Associates, L.P., A California Limited
Partnership, Wyndham Hotel Company, Ltd., a Texas
Limited Partnership and Bank of America National Trust
and Savings Association, a National Banking
Association
May 9, 1994 in Book N433 at Page 1718 of Official
Records
Item #18
Recorded:
Subordinated To:
FE 20. An Agreement, affecting said land, for the purposes, stated herein, upon
the terms, convenants and conditions referred to therein, between the
parties named herein
For:
To manage and operate a retail center with
approximately 270,000 square feet, an 18-story office
building with approximately 150,000 square feet and a
10-story office building with approximately 115,000
square feet
April 28, 1994
pruneyard Associates, L.P., A California Limited
Partnership, and William Wilson & Associates, a
California Corporation
Management Subordination and Estoppel Agreement
May 9, 1994 in Book N433 at Page 1737 of Official
Records
Dated:
Executed By:
Disclosed By:
Recorded:
FF Said Agreement has been subordinated to the subject matter referred to in
this paragraph, by the provisions of an instrument
Subordinated To:
April 28, 1994
pruneyard Associates, L.P., A California Limited
Partnership, William Wilson & Associates, a California
Corporation, and Bank of America National Trust and
Savings Association, a National Banking Association
May 9, 1994 in Book N433 at Page 1737 of Official
Records
Item #18
Dated:
Executed By:
Recorded:
KX An Agreement, affecting said land, for the purposes, stated herein, upon
the terms, convenants and conditions referred to therein, between the
parties named herein
For:
Dated:
Confirmation of Consent and Reaffirmation of Agreement
September 25, 1995
PAEUMBC-lI/23/93bk
Page 12
SCHEDULE B
(continued)
Order No: 746447
LM
Your Ref: 000746447
Recorded:
william Wilson & Associates and pruneyard Associates,
L.P., A California Limited Partnership
September 25, 1995 as Instrument No. 13025675 of
Official Records
Executed By:
KU 21. A Lease, affecting the premises herein stated, executed by and between the
parties named herein, for the term and upon the terms, covenants and
conditions therein provided,
Affects:
June 9, 1995
pruneyard Associates, L.P., a California limited
partnership
Barnes & Noble Superstores, Inc., a Delaware
corporation
15 years
July 14, 1995 in Book N918 at Page 0934 Of Official
Records
Portion of Parcel Three
Dated:
Lessor:
Lessee:
Term:
Recorded:
KV Said Lease, among other things, provides for an option to renew for a
period of two (2) periods of five (5) years each.
KY Said Deed of Trust has been subordinated to the subject matter referred to
in this paragraph, by the provisions of an instrument
Subordinated To:
August 18, 1995
Barnes and Noble Superstores Inc., a Delaware
Corporation; d/b/a Barnes & Noble Bookstore, pruneyard
Associates, L.P., A California Limited partnership and
Bank of America National Trust and Savings
Association, a National Banking Association
September 25, 1995 as Instrument No. 13025676 of
Official Records
Item #18
Dated:
Executed By:
Recorded:
FG 22. Rights of parties in possession of said land by reason of unrecorded
leases, if any.
FH 23. Any facts, rights, interest or claims which a correct survey would show.
FI BND OF SCHEDULE B
FJ NOTE 1 Title of the vestee herein was acquired by deed recorded prior to
six months from the date hereof.
PREUMBC8/23/93bk
Page 13
SCHEDULE B
( continued)
Order No: 746447
LM
Your Ref:
000746447
FK NOTB 2: Effective March 1, 1979, there will be an additional $10.00 fee
for recording a deed with a legal description other than an entire lot in a
recorded final map. If there are any questions, please call your escrow
officer or title officer.
FL NOTB 3: If a 1970 ALTA Owner's or Lender's or 1975 ALTA Leasehold Owner's
or Lender's policy form has been requested, the policy, when approved for
issuance, will be endorsed to add the following to the Exclusions From
Coverage contained therein:
Loan policy Exclusion:
Any claim, which arises out of the transaction creating the interest of the
mortgage insured by this policy, by reason of the operation of federal
bankruptcy, state insolvency, or similar creditors' rights laws, that is
based on:
(i) the transaction creating the interest of the insured mortgagee being
deemed a fraudulent conveyance or fraudulent transfer; or
(ii) the subordination of the interest of the insured mortgagee as a
result of the application of the doctrine of equitable subordination;
or
(iii) the transaction creating the interest of the insured mortgagee being
deemed a preferential transfer except where the preferential transfer
results from the failure:
(a) to timely record the instrument of transfer; or
(b) of such recordation to impart notice to a purchaser for value or
a judgment or lien creditor.
Owners Policy Exclusion:
Any claim, which arises out of the transaction vesting in the insured, the
estate or interest insured by this policy, by reason of the operation of
federal bankruptcy, state insolvency, or similar creditors' rights laws,
that is based on:
(i) the transaction creating the estate or interest by this policy being
deemed a fraudulent conveyance or fraudulent transfer; or
(ii) the transaction creating the estate or interest insured by this
policy being deemed a preferential transfer except where the
preferential transfer results from the failure:
(a) to timely record the instrument of transfer; or
PAEUMBC-8/23/1l3bk
Page 14
SCHEDULE B
(continued)
Order No: 746447
LM
Your Ref: 000746447
(b) of such recordation to impart notice to a purchaser for value or
a judgment or lien creditor.
NOTE 4: Effective July 1, 1994 all documents to be recorded in California
must conform to the following:
(A) A page for the purpose of recording shall be one printed side of a
single piece of paper which is 8 1/2 inches by 11 inches.
(B) A sheet shall be one printed side of a single piece of paper which is
not exactly 8 1/2 inches by 11 inches but not greater than 8 1/2 inches by
14 inches.
(C) If a page or sheet does not conform to the dimensions of 8 1/2 inches
by 11 inches the recorder shall charge $3.00 extra per page or sheet of the
document.
These changes are pursuant to Government Code Sections 27201, 27361 and
27361.5 which were enacted in the 1992 Legislative Session to be effective
July 1, 1994.
FN NOTE 5: The records of Santa Clara County Recorder's Office disclose a
Certificate of Limited Partnership recorded as follows:
Name:
Recorded:
pruneyard Associates, L.P.
April 28, 1994 in Book N419 at Page 0394 of Official
Records
RAR/CREL pruneyard Investors, L. P., and
Opportunity Capital Partners, L.P.
General Partners:
FS NOTE 6: For Informational Purposes, the General and Special Taxes and
Assessments, if any, for the fiscal year 1995-1996
Assessment No.:
Code No.:
First Installment:
Second Installment:
Assessment Valuation
Personal Property:
Homeowner Exemption:
288-04-011
10-041
$55,125.46
$55,125.46
Of
NONE
$None
PAID
PAID
FT Said matter affects: Parcel Two
PAEUMBC-8/23/113bk
Page 15
SCHEDULE B
(continued)
Order No: 746447
LM
Your Ref: 000746447
F'U NOTE 7: For Informational Purposes Only, the Supplemental Taxes for the
fiscal year 1995-96 assessed pursuant to the provisions of Chapter 3.5
(commencing with Section 75) of the Revenue and Taxation Code of the State
of California.
Assessors Parcel No.: 288-04-011-99
First Installment: $67.20 Paid
Second Installment: $67.20 Paid
F'V Said matter affects: Parcel Two
F'W NOTE 8: For Informational purposes, the General and Special Taxes and
Assessments, if any, for the fiscal year 1995-1996
Assessment No.:
Code No.:
First Installment:
Second Installment:
Assessment Valuation
Personal Property:
Homeowner Bxemption:
288-04-012
10-041
$6,811.53 PAID
$6,811.53 PAID
Of
NONE
$None
F'X Said matter affects: Parcel Four
F'Y NOTE 9: For Informational purposes Only, the Supplemental Taxes for the
fiscal year 1995-96 assessed pursuant to the provisions of Chapter 3.5
(commencing with Section 75) of the Revenue and Taxation Code of the State
of California.
Assessors Parcel No.: 288-04-012-99
First Installment: $10.08 Paid
Second Installment: $10.08 Paid
KJ Said matter affects: Parcel Four
~ NOTE 10: For Informational purposes, the General and Special Taxes and
Assessments, if any, for the fiscal year 1995-1996
Assessment No.:
Code No.:
First Installment:
Second Installment:
Assessment Valuation
Personal Property:
288-04-014
10-041
$6,819.88 PAID
$6,819.88 PAID
Of
NONE
PREUMBC-ll/23/93bk
Page 16
SCHEDULE B
(continued)
Order No: 746447
laM
Your Ref: 000746447
Homeowner Exemption: $None
~ Said matter affects: Parcel Five
~ NOTE 11: For Informational purposes Only, the Supplemental Taxes for the
fiscal year 1995-96 assessed pursuant to the provisions of Chapter 3.5
(commencing with Section 75) of the Revenue and Taxation Code of the State
of California.
Assessors Parcel No.: 288-04-014-99
First Installment: $10.38 Paid
Second Installment: $10.38 Paid
~ Said matter affects: Parcel Five
GH NOTE 12: For Informational purposes, the General and Special Taxes and
Assessments, if any, for the fiscal year 1995-1996
Assessment No.:
Code No.:
First Installment:
Second Installment:
Assessment Valuation
Personal Property:
Homeowner Exemption:
288-04-015
10-041
$47,803.41
$47,803.41
Of
NONE
$None
PAID
PAID
GI Said matter affects: Parcel One
GJ NOTE 13: For Informational purposes Only, the Supplemental Taxes for the
fiscal year 1995-96 assessed pursuant to the provisions of Chapter 3.5
(commencing with Section 75) of the Revenue and Taxation Code of the State
of California.
Assessors Parcel No.: 288-04-015-99
First Installment: $48.48 Paid
Second Installment: $48.48 Paid
GK Said matter affects: Parcel One
GN NOTE 14: For Informational purposes, the General and Special Taxes and
Assessments, if any, for the fiscal year 1995-1996
PREUMBC-ll/23/93bk
Page 17
SCHEDULE B
(continued)
Order No: 746447
LM
Your Ref: 000746447
Assessment No.:
Code No.:
First Installment:
Second Installment:
Assessment Valuation
Personal Property:
Homeowner Exemption:
288-04-017
10-041
$44,257.08
$44,257.08
Of
NONE
$ None
PAID
PAID
~ Said matter affects: Portion of Parcel Three
~ NOTE 15: For Informational Purposes Only, the Supplemental Taxes for the
fiscal year 1995-96 assessed pursuant to the provisions of Chapter 3.5
(commencing with Section 75) of the Revenue and Taxation Code of the State
of california.
Assessors Parcel No.: 288-04-017-99
First Installment: $33.66 Paid
Second Installment: $33.66 Paid
~ Said matter affects: Portion of Parcel Three
GV NOTE 16: For Informational Purposes Only, the Supplemental Taxes for the
fiscal year 1995-96 assessed pursuant to the provisions of Chapter 3.5
(commencing with Section 75) of the Revenue and Taxation Code of the State
of California.
Assessors Parcel No.: 288-04-021-31
First Installment: $401.06 Paid
Second Installment: $401.06 Paid
GW Said matter affects: Portion of Parcel Three
~ NOTE 17: For Informational Purposes Only, the Supplemental Taxes for the
fiscal year 1995-96 assessed pursuant to the provisions of Chapter 3.5
(commencing with Section 75) of the Revenue and Taxation Code of the State
of California.
Assessors Parcel No.: 288-04-021-32
First Installment: $2,891.08 Paid
Second Installment: $2,891.08 Paid
He Said matter affects: Portion Parcel Three
PREUMBC-Il/23/93bk
Page 18
SCHEDULE B
(continued)
Order No: 746447
LM
Your Ref: 000746447
~ NOTE 18: For Informational purposes Only, the Supplemental Taxes for the
fiscal year 1995-96 assessed pursuant to the provisions of Chapter 3.5
(commencing with Section 75) of the Revenue and Taxation Code of the State
of California.
Assessors Parcel No.: 288-04-006-31
First Installment: $379.58 Paid
Second Installment: $379.58 Paid
HG Said matter affects: Portion Parcel Three
HJ NOTE 19: For Informat;onal purposes Only, the Supplemental Taxes for the
fiscal year 1995-96 assessed pursuant to the provisions of Chapter 3.5
(commencing with Section 75) of the Revenue and Taxation Code of the State
of California.
Assessors Parcel No.: 288-04-006-32
First Installment: $2,361.14 Paid
Second Installment: $2,361.14 Paid
~ Said matter affects: Portion Parcel Three
HN NOTE 20: For Informational purposes, the General and Special Taxes and
Assessments, if any, for the fiscal year 1995-1996
Assessment No.:
Code No.:
First Installment:
Second Installment:
Assessment Valuation
Personal Property:
Homeowner Exemption:
288-04-024
10-041
$132,822.96
$132,822.96
Of
NONE
$None
PAID
PAID
HO Said matter affects: Portion Parcel Three
~ NOTE 21: For Informational purposes Only, the Supplemental Taxes for the
fiscal year 1995-96 assessed pursuant to the provisions of Chapter 3.5
(commencing with Section 75) of the Revenue and Taxation Code of the State
of California.
Assessors Parcel No.: 288-04-024-99
First Installment: $148.92 Paid
Second Installment: $148.92 Paid
PREUMBC-ll/23/93bk
Page 19
SCHEDULE B
(continued)
Order No: 746447
LM
Your Ref: 000746447
HQ Said matter affects: Portion Parcel Three
LA
NOTE 22
Short Term Rate
LM/og
KK UIJ./og (1st Suppl)
KZ UIJ./cg (5th Supplemental)
PAEUMBC-9/23/93bk
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.a UCMI LAIID TITLE ~ ..I.CBITIAL TITLE ..uRANCE POLICY ....1-87)
EXa~
In....... ..~ _In 8atI........,au.. not................ COIII,.....,....... ...._.....1IanI:
1. ~.......... .... I 1111 ..<< vtaIIIIon 01...,...<<............ ,............ 1*........ building.. zoning
....... ... ... ... ... ...~ caea",I..,: \b,
. ........ . ..... dIwIIIon
. ..~on""'" · eIW~CN"""""""'"
1*M:L I'a ...... not ....,... ~OI" .....cemeI.. oI.....-............In..puIlIc....- Paley 0..
1* I a~ " -... nat.......... _.11" 4eecfIled In ...... 12... 1301 ColIeMd 1111I RIIIIII.
2. TIw ............ ..,OO'A..._........
. ........ .t.A..:bd..... ..........In..puIlIc ........ PaIcy 0.
. ......L IJJ I .. ....... Palcyo... .........on,au.,au...................... ........01.......
3. TIle.....
. ................... 01..... ...,,au
. ..... ......,....... ........ PaIcy 0.-........., JIll, I r _1n..puIIIc'-'
. .......In.......,au
. ..........,......... PaIcy 0.-""'" natlllnltlwlllbor...-.. ...............In 1IIm8G1eov..d TIlle Risks
4. F8IIn...,.... ...,......
5. ..... 01. fIgIII:
. 11)..,......... Iw......-., deecribed.... NIIned to In..... 3 01 ScIwduIe A. or
. In -....... 01 J1t.,....IDUCta,........
1*__~'" natlllnlt Iw ___........In....... 5 01 eov..d Tile RiIb.
EXCEPTIONS FROM COVERAGE
In Lw..;on to .. &dl..... you .. not .... ........ m.. ~ ~. ... .... ___- ..... flam:
1. SamIaI. dIiINng .. ....... In ,... *'d by ~ of:
A. ~. nat ....... In Iw pubic ....
B. BoundIty dIIpuIDa not ....... In .. pubic ....
C. Il....~ CIIWMd by ,... neIgtlbar __ on ,... lend
2. If. in 8dcIIon to...... r.mJIy ......._. ,.....-..ng *UCbn ~ aI one 01 more AdcIIioI'" DweIIng UnIIs. ...... 12 aI Covered
Tile..... dole nat.... you........ m.. ~ o8liI~...... and ....-....... flam:
A. The........... aI .., AdlIMaI'" DweIIng Unit, 01,
8. TIw __ can.-_. 01 .., ~... DweIIng UnI ... · .. ortgIMI -.
It ..... AdlIMaI'" DweIIng UnI _ ... CCIMIrUC*d 01 ~ II) _ _ . ..... unlln vIaIIIIon aI .., ... 01 ~
........
AIENCAII LAND TITLE AS8OQATION ...... POLICY (1.17_
....
~"'-M LAND TITlE ~TDI LIAIEHOLD GWNER"S POLICY (1.17_
aa'~""~
The Ul .. _.. ~lIIIJIl elL IF. ,...... ..~ fII.... paIDr ..... CM1 ~., .. ... par "'01 _1'.1. COllI. ....,.. ... or
4Il111.......... _of:
1. (lit Anr .... _If' I _ 01.......-.... 1'IIIl' ~ . (InIIudIIIg but ... ....... .. T - .. ... .... ..... -41t4> WI. 01 ....-.. 1...lcllllg.
,..' ~... ~IIII1..........to(l)..~.... .........fII..IIInd:"......... ...........-.fII.., iMplIlCMIMI1t
now. hlnJflJ ..... on"lInd: (11). ....-...In OM"''''.. dIMge In ..........01_ fII........"....fII which"
.....or_. part orClWt.~"" ....oIIClIIon. or......of..,vIaIIIIonof'-..... -dI......~,..... ~..-.pt
10.............. fII.. ...............01. naIIDa fII. dIIIcI, 11ft 01.............................. or...... vIDIIIIiDn
Jll'1............... .......In.......-.. DllefllPallcy.
(lit AI'II....tIIll \III......... ..._.... ......,........ .....to.. ......... nallDafll" --- ""01. naIIDa fII. dllKt,lIen or
_-.J.Al::. J I - - 4........... or............. Jlrl r iii............ .~1lIId In.....-c __"Dllefll PaIIcy.
2. ....... fII......................... fII.. ...4>_ ........... ...., 1ft.. puIIIc.... II Dllefll '*I'" ............. from
__...... ............. ..............to Dllefll'*'.......................on.. .....cI. ...................11I._1...
3. ~ ............11I Nf. .........01......-.:
(lit ~ .~1 ... _ .~OI......to..,........~
(lit ... -.-to" a... ~... _ad III............ DIIe of.... but........ to......... .......and... .dl....1n writing to
.. eon.. ..,........ ~ _ ....to....................... -.-.................. paley;
(c) .......In no ...01..... to........ c:IIImMt
Cd) n JWII....... .JIIII. .. to DIIe fII Paley; 01
(e) ....... 1ft ...01................. ............ 1111 lad ... ..... ........ .... peid..... tar....... 011...... ...... bJ this
paIcJ
4. Ant cIIIm, .... ..... aut fII .. ......... ....... in .. ...... .. ...... 011 ...... Inu'ad bJ .... 1dcY. bJ ..... fII .. opII1IIion
of ...... bInInI*Y. ..... "...lCy. ar ....... o.ecIIDiI.' rIghII ..... IhII . I-' on:
(i) .. ,.....dIGI. ......... .. ...... or ...... Inu'ad bJ thIa paley being ...... . huduIInl ~ ar huduIInl ....rer; or
(i) .. .....MIIan ......... .. ..... 011 ...... Inu'ad bJ thIa paley being ...... . ............ ...... ...... .... .. ........1IiaI
...... ...... flam .. .......
(. to""'" NCllId .. ........... of ..-.r; 011
(b) of IUCh '_~I to np.t naIca to . ~ tar VIIIua or . judgment or lien cndIDr.
'I'M ...... ,..., ..... ... _ ..... .. ~ .... .~..,.. Ca...... .., In'. t ~...A'" ... I r -I r ........... --- .'a n.a .....
~ .., II.. I.M.... CoIl........ .......4 Ca.....,...,............... ..1 IJ. --.. alF I. na:
0,*110. FRaIl COVERAGE
ThII paley" n,,............. ...011....... (and" CoInpMy..... pay COlla. ....,..... or..pel .11) which.... bJ..... of:
1. ,... or ..11111 P*1IlI which .. nal....... _......... bJ the....,.. of .., tuIng.......,.... ...,....... or III T I ,...... on .... property or
bJ" puIIIIc..... .
..............., .pulllcaglrlCYwhIch may"" In _011 .. , T II....... or .....oIlUCh IN.......... ..... or aat.......... ......oIlUCh
lIIIINlYor..," ~..... .
2. Anr............. ~.__."""wNcIh""'''''''bJ'' puIIIc....,..but.....ODUId..._____..,.."~~fII..Iand... mailing
...-,fII...-1n ,,1 J . .......
3. [I I r rr--. ... 011............ Ole, 011 cIaIIne....... wNcIh.. nal....... bJ" puIIIc .....
4. ~1lJ D.... oanIIIIIIln........,..... ~ In... .~.... 011..,........ wNcIh. ClOINClI-wr WDUId....... and which....
nat...... bJ .. puIIIc .......
5. (. Un, II 1IN........... (b) .-....... or ...~.In ...... or In A* "'-IIinII" __ -...at. (c) - rIghII. cIaIrne or tile to
...., ......or nat....-.~ under (.). (b) 011 (c)..1hown bJ" puIIIIc.....
AIERICAN LAND TITLE ASSOCIATION OWIiER'S POLICY (10-17-12)
...
AIIENCAN LAND TITLE ASSOCIATION LEASEHOLD OWNER'S POLICY (10-17-12)
EXCI.--' FROII COVERAGE
The 1DIoMI1I..-a.. ""P~ .aided flam .. COoM'IIII of till paley ... .. eornp.., .. nallIIIY IDea or......... CDIIa. 1IIIDnWP' .... or
....._ wIIk:h......,.-. at.
1. (8) Any .... __ or ~ .....~ (IneIudIng bur nallImiIed......... Md ZIDNng ..... 0Id1..... or ....,....... NeIric:ting.
NIJUIdnI, ........or Nllllngto (I)"~~' or.~of"lInd: (I)"~ dllMllIioI.or IDcIIIDn of.", iI'IIpRMmenI
now or hII'MDIr --*d on......; (II) a ~.aon In OM..... or a c:Mnge In ..diIr.eI..... or __ of...... or..., pMleI of which..
land .. or _ a 1*1: or (Iv) .............. ~1lIIICtIon. or" eIIIct of.", vioIIIion of __..... onInIIa.or ~1lftIII"" rwguIIiIIonI. except
10 .. ....... ... a noIIce of 1M ._cement ...... or a noIIce of a deIIIct. ... or encw,1braI1Cle ....... flam a ..... or aIeged violation
atIIcIIng..lInd.. bien reconIId In" public..... II 0. of ~
(b) ,.", ~.. paIce poMI' naI ~"""." (a)abcMt. 8llCept 10............ a noIIce of.. .........or a naticeof adefllcl. lien or
encuIIIbIwD .......Inlm. vtaIIIIDn or ....... vIaIIIIon ....cllllI..1Ind .. bien ,~ded In" public rwcanlllI 0. of PaIIql
2. RIgtIIlIof................... noIIceof............. 11M been loICOIded In 1M pubic..... at 0. of ~ bur naI eIldudIng from
~ .".......wIIk:h _CJCCUnWdprlorto 0. of P*y wIIk:h would belJindlngon" rW*of ....-a-torvaluewlhoullulOW1. ltge.
3. DeIecII,.... ..................cIIIIme or""",,-,:
(at ~.............or.....to..,...... dIIIMnI;
(b) nallInown to" ~ naI f~ded In" pubic..... at 0. of ~ but known 10........ c:IIinwlIMd naI dIacIoeed in writing to
.. eornp..,..,.. ...... cIMMnt prior to....... ...... c:IaImant became an ...... under thIa policy;
(c) reeuIIIng In no IDea or........ 10" ...... ce.imant;
(d) .......... or CI.-ct ..........10 0. of PcIIIcy; or
(e) reeuIIIng In IDea or........ whkltI would naI have been 8IIIIalned if .. ...... c:IaImant I-' pIIid value lor........ or ........ insured by this
policy.
4. Any claim, wIIk:h .... ouI of .. lrW-*on w.ting in the ineuNd the ...... or .... ineuNd by .. pOlIcy. .., ~ 01 .. operation
01 ...... ~. ..... ...C1MIIC;Y. or ~ CRdIIara' rtghIs ..... ... .. b-.t on:
(i) the .......... CI'IIIing .. ...... or inIIINII ineuNd .., this poIlcy being deemed a ~ CCJI'I\9iWICle or fraIduIent tranaf8r; or
eli) .. lrall..lllion creaIIng ........ or .... ineuNd by this poIlcy being deemed a ........... ....... except.... the ~..enti8I
....... ....... flam .. ......:
(a) to IimIIy record .. inIerument 01 trarwIer; or
(b) 01 such t......dIIIIon 10 impert notice to a ~ lor value or a judgmerC or IIan c:nICMDr.
The Mow poley ...... .., be ....... II>> IIIIord ............ Covwege or ~II.II ~. In ".M II>> .. Mow ExcIl..-.. from
~, .... EKa ...1_..... ~ In a....... eow..ea policy _ ....1ncIude.......... ca....I Ella .,IIL*
EXCEPTIONS FROM COVERAGE
This poIlcy doea Mt 1nsure......1oea or damIlge (Md .. Company .. nallIIIY COlIS. .......,.. .... or .....-) whkltIariea ." ..-on of:
1. Tax.. or ..... .menIa whkltI.. nallhown ...u.ting ... ." .. fKOfda 01..., tulng auIhortIy tMtleviea ..... or ...11. J7l8IlIa on reel property or
by" public NCOI'da. -
PnlceadIlIgI"'.pubIc egMCywhkltlIMY NeUIlIn..... or ....I.meI.... or noticeaof such ploceediI... ....... or nallhown"''' fKOfda 01 such
IIgII1Cy or.,," pubic NCOI'da. '
2. ,.",.......... .__orcllllmewhkltl..nallhown "'''pubIc .....burwllk:hcauld be~..,an .......of...... or by IMIdng
inquky of..... In ~ II J I I o.n.....
3. e.am..... ... or encw........ or cIIIIme ....... whkltI.. nallhown by .. public NCOI'da.
4. ~ldea, car.-cta In bOundIIry ..... ......In .... .lCfOIIChMI.... or .", 0Iher'" whkltIa CCIfNCI8IIIWJ would ....... and which are
notlhown ." ..pubic.....
5. (8) ~1tId mining cIIiIma; (b) ...dIiOI.. or exceptio... in peIeIlIa or in Acta auIhoolzil..." ...... theNof; (c).... righIa. cIaima or title to
..... ....... or not..........~ under (8). (b) or (c) arellhown by" public NCOI'da.
LIST OF PRINTED EXCEPTIONS AND EXCLUSIONS
CALFORNIA LAND TITLE ASSOCIATION STANDARD COVERAGE POLICY - 1110
EXCLUIIONI FROM COVERAGE
The IoIowlng ........ .. ..pfeelly excluded from the ClCMrIIg8 of thi8 policy end .. 00mPenY wII not pay me 01 ..... coeI8. attorneYlI' fees or
...... which .... br ,...... of: ' .
1. (8) Any .... ordlnMCe 01 ~ regulation [1IICIudIng but not IimiIed eo building and zoning ..... ()jdil_ae. 01 .........) reelricting.
regulating. prahibillng 01 ree.IIng eo (I) the ~ ~. 01 en;oyment of the 1Md: (i) IhI chIt8ctIr. dimelllIioI. 0I1oa11ian 01.., Jmpro.ement
now 01 ,....., ..... an 1hI1Md: [Iii) . ~.-Ion in ownenhip 01 . change in the dimeI.... 01_ 0I1hI..... 01'" ..... 01 which the
IMd II 0I_.pert; 01 (Iv)"'OIlIMIlIII ,.uIICIIon. 0I1h1.... 01.., vic*IIan 01........ ordln.lCllor~......... except
eo 1hI...... ... . noIIce oIlhI.fbcemelll thereof 01 . noIce 01. deIect. .... 01 encw..... ........ flam . vtoIIIIan 01....... violation
afIIctiIlg..IInd...... ~dId In" public""'. 0.. 01 PaIIcy.
(b) Any ......w,,4...paIIce..... .......... br(a)........-.pIta............ noIIceol.. .........01. noIIce of. defect. lien or
erDAInIa............ vIaIIIIDn or...... vIaIIIIDn IIIIIctIIlg" ..... ...... ._dId In" public...... 0.. 01 PaIIcy.
2. RW* oI......dDIMIn...... noIIce 01.. -A-dIe thereof.. been ...,(WdM In" public..... 0.. 01 Paley. but not excluding from
~..,tlldngwNch..GClllUrNd priorlD 0..01 Paley wNch would be binding an IhI riglllaol. ...--torvelue""" 1a1OWledge.
3. DefKIa,....~ ....ce.llMOIod.-..-a:
(8) ......01 not .~ In IhI public..... at 0... of Paley. but~. ~........ 01 agNe61D br IhlIneunld claimant:
(b) not known eo IhI ~ not .....OWdM In IhI public..... at 0.. 01 ~ but known eo IhI inIured cIMnMt and not dleCloeed in writing to
IhI CornpMr br 1hI....... cIMnMt prior eo the dele IhI inIured cIIIimant --- an inIured under thi8 policy;
(c) ~ In no ....ordarnllge eo.. inIured cIIIimant;
(eI) aIIKhillg 01 cr-.t ..1beeql....1D 0.. 01 Policy: 01
(.) reeuIIlng in me 01 demaglt which would not have been 8USIained if the insured claimant had peid v8Iue tor the inIured mortglIg8 01 the estate or
..... ineInd br" poley.
4. Unenfar..-blllly 0I1h11ien 0I1h1 in8unId mortglIg8 b8cauI8 01 the inability 01 failure 01 the insured at Date 01 Policy. or the inability or failure of
any SlIbMqlI8nt owner 01 the .ldebledl..... to comply wiIh ~ doing bu8inea \awS 01 the state in which the land is situated.
5. Invalidity or ullenfon:..bllily 01 the lien 01 the insured mortglIg8, or claim thereof, which arilIeI out 0I1h1 tranUCtiOn evidenCed br the insured
mortglIg8 and is bUed upon UIUrY or 8IfI/ consumer credil protection 01 trultHn-Iending ....
6. Ally cblim. which .... out 01 the Iranaaction vesting in the insured the __ or in__ inlued by this policy or the tnneaetion cneting the interest
of the insured lender. by .... 01 the upntion 01 f8denII bankruplcy, ..... nllClMlICY or IimiIar credieln' righls lawS.
EXCEPTIONS FROM COVERAGE
This policy ~ not .... agIIinIl me or damage (and the Company will not pay C08tS, .ttorneyS' fees or expen88S) which arise by reaaon of:
1 . lUee or ...... r'WI'" which .. not 8hown _ existing liens by the records of any taxing authority that levies taxeI or ......,nents on real property or
by IhI public recona.
Pt<lCMdillga br. public -aencY which may reauIt in tax_ or aaaesaments, or notice8 of such proc;eedIng8. whether or not shown by the records of such
IIOIftCY or br IhI public .....
2. Any.... rigI*, .-'''OIce.IIM which .. not 8hown by the public records but which could be aecertained by an ...pedIon 01 the land or which may
be ~.I'" br.....1n po IIII lion ther8of.
3. ~. ..... 01 encuntnncU, 01 c:I*na thereof. which are not shown by the public records...
4. ~....~ conIIl* in boundery ...... short8ge in anMl. encroechments, 01 any Olher facts which a correcl surwy would diIc:IoIe. and which are
not...... br IhI pubic......
5. (8) u............ "**'II cMM: (b) ...... ..atioIlI 01 exception8 in patents 01 in Ads aulhorizing the iI8uanClt thereof; (e) .... rights. claims or title to
_. ...... 01 not 1hI.....~ under (a), (b) or (e) are shown by the public records.
Reorder Form No. 12_ (Rev. 2193)
.c.
.c.
T H
.....
P RUN
E Y A l( D
.c.
.c.
WILLIAM WILSON & ASSOCI/\TES
April 23, 1996
er"..
"',' 11 \ "
r ~~' ;'"t~ :~
Mr. Harold Housley
City of Campbell
Public Works Department
70 North First Street
Campbell, California 95008-1423
APh2
."\ 4. 1996
i l'i
/'.
....\
RE: Preliminary Title Report
Prune Yard
Dear Mr. Housley:
At Chris Meany's request, I requested a recent preliminary title report for the PruneYard, which is
enclosed. This report represents all ofthe property associated with our ownership.
If you need any additional information, please do not hesitate to contact either Chris or me.
Sincerely,
PRUNEY ARD ASSOCIATES, L.L.C.
by WILLIAM WILSON & ASSOCIATES
Its Managing Agent
'\
~j~{JeL"_., '2 (~.:;;-~,:t~L-.
Mollie E, Choate, RPA
Property Manager
Enclosure (1)
cc: C. Meany
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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
Department:
Public Works
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t:>'tl..LJ u e-~O~
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Date:?-79l-~b
FACSIMILE COVER SHEET
TO: \e-E-ni-t \L-~v-..tb~O~\ c:::;.H~
~~l-rtd
Fax Telephone No. l -- 4:J..~ -~~-<q'l4cJ
FROM:
C-. ~=>~~"F-7_
\-~-~-L-~
Number of Pages Transmitted (including this page)
\
MESSAGE: ~ \ -\~~~~ \~ D~LL- O~
~~~~:t./ _ <SLJlJ\~ ~~t~
~sC3?- P~..L. '--lex. ")\--::?
,r~~~cLJ~
Transmitted from Fax Phone # (408) 376-0958
If there are any problems with this transmission, please call
Dept. Phone No.
a: \admindisk(#2)fax
SCH.80 PVC 900 ELL
~...,
CLASS 200 PVC LATERAL
SCH. 40 PVC
TEE (5m
SCH.80 PVC
NIPPLE
1/~0 MIN.
120 MIN. SCH.80 PVC NIPPLE
SCH.80 PVC 900 ELL
PLAN
POP-UP SHRUB SPRAY
HEAD (SIDE INLET NOT
ACCEPTABLE)
EDGE OF WALK,
BACK OF CURB
OR FENCE
6" MIN.
SCH.80 PVC RISER
PROFILE
NOTES: 1. ALL ELEMENTS OF SWING JOINTS SHALL BE AS SHOWN AND OF
THE SAME DIAMETER AS THE BASE OF HEAD BEING USED.
2. STREET ELLS SHALL NOT BE ACCEPTABLE.
HIGH POP-UP SHRUB HEAD
(FOR MEDIANS & BACK-UPS ONLY)
DATE
/I "><1 ~ (
DEPARTMENT OF PUBLIC WORKS
SET HEAD FLUSH TO
FINISH GRADE
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~
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PVC LATERAL
-.
DRAWING
NO.
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MEMORANDUM
CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT
CG:oJ)
Frank Cauthorn
Building Official
Harold HOUSI~
Land Development Engineer
DATE: March 28, 1996
SUBJECT: 1875 S. Bascom - Pruneyard/Outback Steakhouse
I want to confirm my previous verbal request that the street right-of-way property line be determined
by a field survey on the north side of Campbell Avenue adjacent to the proposed Outback Steakhouse
location.
The purpose of this is to verify that the restaurant is not encroaching into the public right-of-way.
Please let me know the status.
cc:
Darryl Jones
Michelle Quinney
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CITY OF CAMPBELL
Public Works Department
March 26, 1996
Mr. Christopher Meany
Retail Project Director
The Pruneyard
William Wilson & Associates
1999 S. Bascom Avenue, Suite 200
Campbell, CA 95008
SUBJECT: S 94-08/UP 94-19 THE PRUNEYARD-
PUBUC WORKS CONDITIONS OF APPROVAL
Dear Mr. Meany:
I would like to take this opportunity to provide you with an updated list of conditions that must
be satisfied prior to release of Public Works clearance for future building permits for the
Pruneyard site and for issuance of the encroachment permit for the required public
improvements. This serves as an update to our previous letter dated February 29, 1996.
ITEMS THAT MUST BE COMPLETED PRIOR TO ISSUANCE OF PUBLIC WORKS
CLEARANCE FOR FURTHER BUILDING PERMITS:
GRADING PLANS/HYDROLOGY STUDIES:
We returned to BKF today our comments on the grading plan for the proposed new retail street
area. With the few minor revisions requested, this plan is acceptable to Public Works and we
will release the grading permit for this area when the signed plans have been submitted and the
items listed below have been completed.
The fmal overall hydrology and hydraulics study and calculations have also been provided to us
for review. We anticipate that all of our questions have been addressed and that no further
information is required.
DEDICA nON:
We have received Grant Deeds for the dedication required along Bascom Avenue and for the
Storm Drain Easement along the westerly Pruneyard border from BKF. A Grant Deed for the
additional dedication required along Campbell Avenue is being prepared by BKF. As soon as
we have all of the Grant Deeds from BKF, we }Vill review and return them to BKF for any
revisions and for execution by Pruneyard Associates. Am I correct to assume that you would
prefer to accomplish this dedication by these separate Grant Deeds than by executing the "Letter
Agreement" and showing the dedication on the future parcel map as we had been discussing?
70 North First Street' Campbell, California 95008,1423 ' TEL 408.866,2150 ' FAX 408.379.2572 ' TOD 408,866.2790
NEW PW FAX #-
40B-376-095U
Christopher Meany
.. ...-ch 26, 1996
Page 2.
ENCROACHMENT PERMIT FEES. SECURITIES. AND DEPOSITS:
The following permit fees, securities, and deposits must be posted:
EP 95-278
.
Security for faithful performance
(100% of engineer's estimate)
Construction Cash Deposit
(4 % of engineer's estimate)
$110,000
$ 4,400
.
EP 95-223
. Surety for faithful performance $511,000
(100% of engineer's estimate)
. Construction cash deposit $ 10,000
(4% of engineer's estimate - $10,000 max)
. Plan check and inspection deposit $ 34,715
(Based on fees listed in permit application)
. Worker's compensation information sheets will also be required
from the applicant.
ITEMS THAT MUST BE COMPLETED PRIOR TO ISSUANCE OF AN
ENCROACHMENT PERMIT FOR WORK IN THE PUBLIC RIGHT OF WAY:
. Three sets of approved signed plans for work within the public
right of way. (Plan review comments were returned to BKF
today, March 26, 1996.)
. Worker's compensation information sheets received from
Contractor
. Certificates of Insurance from the Contractor
. Comply with terms of Cost Sharing Agreement for EP #95-278
I hope this has clarified and updated the status of the conditions that must be satisfied prior to
Public Works releasing clearance to the Building Division for future building permits and for
the issuance of the encroachment permit for the public improvements. Please let me know if
you have any questions.
Sincerely,
~ (()~cr-
Michelle Quinney
City Engineer
cc: Martin Parissenti, Brian, Kangas, Foulk, 981 Ridder .Park Dr., Ste. 100, San Jose 95131-2305
Darryl Jones, Senior Planner
Frank Cauthorn, Building Official
File EP #95-223
File EP #95-228
lit .,.."..,1' ,
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'QotCH A.tLO
CITY OF CAMPBELL
Public Works Department
March 25, 1996
G~~ ~l~~
4- \-~(o
Martin Parissenti, P.E.
Brian Kangas Foulk
981 Ridder Park Drive, Suite 100
San Jose, CA 95131-2305
SUBJECT: ENCROACHMENT PERMIT #95-223 1875 S. BASCOM/PRUNEY ARD
PLAN REVIEW
Dear Marty:
We have completed our review of the plans for the Bascom Avenue and Campbell A venue public
improvements as submitted on March 15, 1996 for Encroachment Permit #95-223. These plans
were a substantial improvement over the last submittal and we appreciate your diligence in
responding to many of our comments.
Some of our comments have not been completely addressed, and in a few cases new information
has presented us with new issues that need to be resolved prior to issuance of the Encroachment
Permit for these improvements. These issues are outlined on the attached. Please address these
outstanding issues and resubmit the plans for a subsequent review. Again, we will review the
resubmittals as quickly as possible and be available to answer any questions you may have.
Sincerely,
-7liu!~ ft__ c[J~U~~~(<'"
Michelle Quinney, P .E. ,~.t--
City Engineer
Attachments: Plan Review Comments
Sheet 9 of plan set with comments
Bus Stop Standards from Santa Clara County Transit District
cc:
Mr. Chris Meany, Pruneyard Associates (w/attachrnenffi)
EP 95-223
j:\mq\pruneyd2
70 North First Street. Campbell, CalifornIa 95008,1413 . TEL 408.866,2150 . FAX 408,379.1572 ' TOD 408.866.2790
:':E'.V PW fAX elf:
C... ""5"& .t'~....., \ '"E5. ~
STREET IMPROVEMENT PLANS FOR +- \-'1~
PRUNEY ARD SHOPPING CENTER
ENCROACHMENT PERMIT #95-223 - 1875 S. BASCOM
PLAN REVIEW COMMENTS
MARCH 25, 1996
GENERAL COMMENTS: p~~ ~ ~\,..,..~:;;..
'-ttJ..-) \";;a-.:.~,.,.?e I l ru-""l ~..\.O'-'
/1. Previously we requested that the "approved landscaped plan" be developed and
incorporated into these encroachment permit packages before the next submittal. To date
a landscaping plan has not been provided to our Community Development Department
for review. Your current plan shows removal of virtually all trees, which is a concept
that has not been presented, reviewed, or approved. Since an approved landscaping plan
does not exist at this time, the Community Development Department has agreed to allow
the street trees to be placed on Campbell Avenue spaced at intervals of 30' on center.
The Community Development Department will then take the street tree layout into
consideration when reviewing a proposed landscaping plan for the entire site.
\" ~ ""S. ~ -s.."TI?~ w ~~~ -..:T\L..\..... ~ Coo Ot~\ ~r--...T~~
V-2. Landscaping sheets show street lights in or extremely close to tree wells which is
unacceptable. The purpose of having the civil and landscaping plans combined is to
avoid these type of conflicts. The Campbell Avenue street trees should be located (with
30' spacing) to provide the best spacing between street trees and street lights as possible.
Please revise the street tree layout to avoid conflicts with the proposed location of street
lights and other facilities, and incorporate these adjustments to the other plan sheets.
/3. r-R~6~ 'th~rirtre~~ta~~~~te location 10+00 to provide signal visibility.
r; ~\,,:;e~
~. We found two small "typical" cross sections for Campbell and Bascom A venues on Sheet
4 of these plans. These cross sections are very hard to see. Please revise them so they
are clearly visible.
The reason for requesting cross sections for Bascom and Campbell was to determine how
the grades of the proposed public improvements will conform to the existing or proposed
grades on the adjacent private property. Since only one "typical" cross section has
been provided, we are still concerned about the following:
t/
Conforms of the proposed public improvements with the adiacent private
improvements. It looks like there may be differences in existing versus proposed
grades of up to l' or more in some locations at the back of the new walk. Have
the on-site improvements been designed to meet the new back of walk grades?
If there are trees to be saved at the back of the new walk, the change in existing
elevation may not be possible.~~~~ ~1'BMl'TTe'~ ~
-> ~ eo.k..:' F<:;:)~V'""\:>.
How the grades and drainage will work at the proposed new driveway locations.
Please provide this information as described below in item #5.
~~pe~ \?~'-J \t;;,~
f..,.."'-
Plan Review Comments
March 25, 1996
Page 2
5.
(!)
1../7.
8.
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9.
V
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Information regarding how the on-site drainage works with the alley-way approaches has
not been provided. We assume that the back of the driveway apron is a high point and
that all on-site drainage flows to drains on-site and not out the driveway aprons. On-site
drainage is not permitted to flow in the driveway approaches. Please confirm and
coordinate this with the on-site plans and show the high points/grade bre~ks on these
I ~t:W-t:;;o-e--..... \;"\G..C'-t.UJ~I~ o~ v-..:>n.::.\'le-\.L5,...,~ r--..~
p ans. ~\.e;,\4 ~~')\~""'-
No detail has been provided for the bus shelter foundations or the pcc bus pads. We are
enclosing specifications from the Santa Clara County Transit District for you to
incorporate into these plans. Please note the location of the bus shelters in relationship
to the bus pads, and the required clear space in front of the shelters. Revise your plans
to incorporate these standards. ~e:::\7) \'-~ l-R<::1\ \~c...c:.~~~~~ '- cv.J\..........
~e.......,~.....' \-c...~e"\'~-G.o~~ \0." ~~.... .- ~\~-;'\:e, "\...c:_ \ '\"'.L.,")---
-~"T('~p r2-e'-'_"\\of.-.}f"::'....\~--\ ,- tW c...otu ~-r .
Please use a radius when connecting rectangular shapes of pcc improvements in the
sidewa..lk are~. Avoid right angle construction in concrete improvements. l;u.....~\\
\ t",.\ C,O \....f'O~- '\e-r-.
A phasing plan for closure of the driveways along Bascom and Campbell is still needed
for review. Some guidelines such as driveways A, Band C shall not be removed until
driveway D is open to traffic.. ..etc. are needed. These guidelines can be shown as notes
on the demolition plans and civil plans. ~~~l0~ p~ ~L.:>~t,.vt\'fT-eI~
Existing and proposed street light conduits and property lines look the same. Please use
a bolder line type for the proposed conduits and property lines so that existing versus
proposed is easily distinguished. c:::,,\C.. c:..-..~
Remove note 9 from all sheets. Tree grates will not be required. ... \ ,0' " ~s.:.":'.<.o""'l
o',:::.,~O"Te \;)'i.~ ~O\l- V':,.\\c::,..E .....,.....NJ1!?E ~,-n.\~ -...C:::r "'"-J
Note lOB - please remove the word "new". Pull boxes are to be installed at the base of
all streetlights - new or existing. 0 ~ c:.e...a.
------Note lOC - please add "at 200 ft intervals" to the end of this note. ~ ~CI.,
Please show all pullboxes for the street lights and signal interconnect. O\c:.. c.~c:..
Use the existing centerline bearings from the recorded Record of Survey for Bascom and
Campbell Avenues. \:)~"e Wc;:)~ \ '-.N.e:-=r
We are concerned that you have not show~ all existing utilities and that there may be
potential conflicts between proposed improvements (new street light foundations) and
existing utilities (gas lines, sewer lines. etc.). Please confirm that all utilities are shown
(Le. gas line under sidewalk in Bascom Avenue?). \..:rr\\....\'\\ e"'7.~ """,c:"n \-l-
\--lOT Co.. \-S~ ~ '-"( --. .~W"-.)
Plan Review Comments
March 25, 1996
Page 3
p~\6....-> t:.o: '''' I..-bU ':.. ~OT" ......_t..:)~t'r'\ \ 'TT ~.;;;;;,.
~ Please change all references to "redwood bark mulch" to "redwood chips".
WO-r- -"'~OI~L.:)
1 ly--..Where can we find the general note that safe pedestrian and handicap access to and from
V all bus stops, and around the site must be maintained during construction and demolition?
The General Comments will affect more than one single sheet or drawing. Please make
sure changes requested are completed on all applicable sheets.
SHEET 1
~/ Change Title Block to show correct address 1875 S. Bascom not 875. c"- <:.~ ~
J,.// Add Sl (signal interconnect conduit) and SL (street lighting conduit) to legend. ~\."C. r.:.,c.:G,.
SHEET 2
oV-)(
Please add a catch basin at approximately station 11 + 13.13 to collect runoff prior to
running across driveway. ~c:TT ~ou'1!t
O. -7> Show the location of the new signal controller cabinet and pullboxes to be installed with
Encroachment Permit #95-2~ 0 Ins' signa mterconnect <:)
n Ult WI pu rope rom station 13+28 (Hwy 17) to new signal interconnect pullbox C
at the new controller cabinet at Union to be installed with this permit. The pullbox at
station 13 + 28 shall intercept the existing street light conduit in the sidewalk area.
~
4.
t/
5.
,/
v
.'--.
Remove the note regarding continuation of signal interconnect see EP #95-278. The c.~
interconnect shall be installed with this set of plans between Hwy 17 and Bascom. C\C.. ..GllI.
Sidewalk must be on public property. Plans show a portion of sidewalk on private
property. If additional right-of-way is to be granted to the City in this area, then show
the proposed property line location. If additional right-of-way is not to be granted, then
provide us cross sections (right-of-way to right-of-way) of Campbell Avenue for this
location. e'<:... \ \.M\~'E:ft-t 'h.lQcW'T'" 0 ~ W"-'-1
We would prefer the face of curb, back of walk, and property line to be parallel to the
centerline. Why were they designed skewed? We'd prefer a consistent 49' from
cen~erline to back of walk/property line along the stretch of C~mpbell Avenue between
Umon and Hwy 17. Ole... ~ 4Pl ~ ~U!!tI- .
Show the existing dimension from centerline to the south face of curb between Union
Avenue and Hwy 17. ~
Plan Review Comments
March 25, 1996
Page 4 " I \,J.-- ck
~~\
~'
~~[9
'Y
hat is the clean out in the sidewalk area at station 13 +02 for? Please show this and
all existing utilities in this area. All existing utilities in this area must be shown to be
relocated to private property at back of walk. We believe there are more existing utilities
that are not shown such as wcue.r meters and irrigatio!l systems? h~\.~"n~ I t--teT't'J: l.to. I
"S~c:!:sil..) -..~~ Ti:.:) ~i>C:::::- ~~.:re~.;;,\ \ z,e-~-1O"oJE5t;.;..,
Please show how improvements on the adjacent Caltrans and Pruneyard right-of-way tie
in to these proposed improvements. ~c:r\ -;" ~ u..Jt,.)
No reference has been made to obtaining a Caltrans encroachment permit. Have you
determined one is not needed? WD ~.-...(""Ou "':. ~
('l'-' ~ Show the location of the new building (Outback Steakhouse). Show finished floor
~ \).s.}Y elevations at the building corners and show how these elevations conform to the proposed
()i rJ'\J/ cP'~ back of walk elevations adjacent to the building. <:"O'l_YF(:)~t.v\ '\-OT ~~U
'-:I
~. Add note that the detail for the handicap ramps in the alleyway approaches will be
provided by the City. ~ c.~CQ
SHEET 4
1. AC PAVEMENT REMOVAL & RESTORATION AT NEW pce IMPROVEMENTS
2.
~ cJ.tf"
6~ \}:;-yJ c.rI
v.~ ,t)
~~'I.~ 3.
~Detail needs to specify the dimensions of the replacement ac/ab section. Please
recommend a proposed section. ~ G~G:;:,
~evise aggregate base section under the curb and gutter to be 6" class 2
aggregate base per City standards. o,,--e:.~
L~/...frtdicate 95 % relative compaction for asphalt concrete sections. c:t)~ C-9..Es,
Show the location of the new building (Bank of America) on the corner of Bascom and
Campbell. Show the finished floor elevations and the conform slope between the
building elevations and the adjacent proposed back of walk elevations. C. '.\ec.A'- ~
TYPICAL SECTIONS
VProvide note showing the demolition (clearing and grubbing) to the proposed
property line. ~'=::.. e...~~ .
Plan Review Comments
March 25, 1996
Page 5
~ believe that Campbell A venue is 35' from centerline to the south face of
curb between Bascom and Union and that this dimension is 32' between Union
and Hwy 17. Please confirm and show these differing dimensions in the plan
views and in the cross section. ot::- c:..F""", GI:e
-Show where sawcut lines faIl in cross sections (ie. 29' from centerline - varies).
'\-..4. c::s-r --="'.... ~ 1--.:J
Clean up partial notes on plan view "existing pedes..." etc. ~T ,~~~
l'Jt~
s~~4.
~C9'--
5. All utilities shown? Gas line on Bascom? '\-..\C:sT "":. ~~I-....)
/1 HtLtluA \~ t:&tt.
SHEET 5
~1 . ~ ~P'et2L.'-1 ~~"T"\e~
LV Install pee bus pad at the relocated bus stop location. US~ ~J,.,.JL
()
7
R~vi~e and repl~ce all ?otes. " Existin? Street Li~ht to Remain" with "Remove and replace Cl'C... '-"""~
eXIstmg electrolIers With City supplIed electrolIers" on Bascom Avenue. (Sheet 6 also)
Show new street lighting conduit to be pl<!ced under sidewalk for Bascom frontage. Add O\c.- c""".)c
note to intercept existing conduit into each street lighting foundation and install pullbox.
Install pullbox and pad at base of each street light per CSJ detail E-Il.1)~ ~ I -,r--:;fL 1-0
Y' We believe the existing signal interconnect conduit between Campbell A venue and the
northern Pruneyard driveway is on the east side of Bascom Avenue. Your plans show
this on the west side. Please confirm the location and revise plans if necessary.
3.
V
5. ,All Pruneyard signage must be on private property. We believe the proposed
V improvements will result in the need to relocate the existing pedestal sign at the corner
of Bascom and Campbell. Please confirm this and change the note as required. o\(.. c::..-"'bC!ls
~Add note to replace striping (Detai139A or 39) as necessary on Bascom Avenue. (Sheet
6 also) ~~\ O::;~~ o~ ~,e'=\.
SHEET 6
1. __All private signage must be removed from the public right-of-way. We believe the sign
~ on the southwest corner of the northern driveway must be relocated. Please confirm and
show the relocation of this sign to private property as required. O'V:- co..._
(9
~
Show new street lighting conduit to be plac~d under sidewalk for Bascom frontage. Add
note to intercept existing conduit into each street lighting foundation and install pullbox.
Install pullbox and pad at base of each street light per CSJ detail E-l1.
e'C- G~~ \ ~c:Nce '\....\SLo ~1...Ji-.) i-.l<:l\~ of
~')~ ~~tL.-O~\.~
Plan Review Comments
March 25, 1996
Page 6
. ~l:::.- r C> \-L-
3. L~ comments #2 and #6 for Sheet 5.
DEMOLITION PLANS - SHEETS 7 & 8:
1. ~il removed signs to be returned to City of Campbell Service Center. e\(:. ~
2.
Add bold note to protect the existing street lighting conduits during demolition. Street
lighting must remain operable every evening. ~ c:::: c;.a,.
(-'
-Existing street light conduit on Bascom A venue shall not be removed or damaged
,"-, until the new conduit, conductors, and pullboxes are in place and until existing
conductors have been spliced to the existing conductors in the new pullboxes. ~ \c.. c:..es"
--=-.Existing street lighting on Campbell Avenue shall not be removed or damaged
until new system has been installed and is operational. O~ cc:::; ~
~/.Extend the limits of the demolition to the proposed property line. ~\c.. c.....<q
4. Show the location of the new buildings. o~ e,..",\ CII:
~/
SHEET 9 - Please see attached plan sheet and make revisions shown plus the following:
.---1':. Add "and shall be slurry seal removal area per City Standards" to note 2. ~ ~ GIro
Show pavement fabric (Petromat, Petrotac, or approved equal) over joint between
existing ac and new ac section in Detail A (typical both sidesYAlso call for sawcut to
full depth of existing pavement section~Call out 95 % relative compaction for asphalt
and subgrade. \ "-t e....o 1.-\. ~~e \ ~ ~U-:) \. 0 \\ he. c...
o'C...
, .v3 3. Signs shall be placed on street light poles whenever po~ble. Revise plan to reflect sign
cY-~~~ /locations as provided on the attached sheet 9.
4. ./ Provide dimension for pavement detail 39A (100' beyond curb returns prIor to
v intersections).
2.
V
5.
V~
/.
BIKE LANE pavement markings should be per Caltrans Standard Plan Detail A24D with
~ow per SP Detail A24A. Spacing between BIKE, LANE, and the arrow
. should be 1 ". Revise the square footage for these markings in the table.
BIKE LANE pavement markings shall be painted and not thermoplastic. Please revise
table.
'l. \').,/
~
31
~
~
)..)
~
Plan Review Comments
March 25, 1996
Page 6
,-c-l:::.- r C:> \.~
3. See comments #2 and #6 for Sheet 5.
DEMOLITION PLANS - SHEETS 7 & 8:
1. All removed signs to be returned to City of Campbell Service Center. e\c::. ~
2. Add bold note to protect the existing street lighting conduits during demolition. Street
lighting must remain operable every evening. oIC- c:::c;a,..
-Existing street light conduit on Bascom A venue shall not be removed or damaged
until the new conduit, conductors, and pullboxes are in place and until existing
conductors have been spliced to the existing conductors in the new pullboxes. 0 \c:.. c:..c: ~
-Existing street lighting on Campbell A venue shall not be removed or damaged
until new system has been installed and is operational. 0\0::... cc::., ~
3. Extend the limits of the demolition to the proposed property line. ~\o;;.. c..~4(q
4. Show the location of the new buildings. o\C- c::.."", fit
SHEET 9 - Please see attached plan sheet and make revisions shown plus the following:
1. Add "and shall be slurry seal removal area per City Standards" to note 2. ~ 4;;.~ ~
2. Show pavement fabric (Petromat, Petrotac, or approved equal) over joint between
existing ac and new ac section in Detail A {typical both sides~Also call for sawcut to
full depth of existing pavement section~ Call out 95 % relative compaction for asphalt
and subgrade. \ w ~ 1.-\- t-:>L-C:.~e ~ \-\oQ~ \. 0 \\ ,... c..
\
,-o'C-
3. Signs shall be placed on street light poles whenever possible. Revise plan to reflect sign
locations as provided on the attached sheet 9. tJ Ie. J P
4. Provide dimension for pavement detail 39A (100' beyond curb returns pnor to
intersections). OiL 1f
5. BIKE LANE pavement markings should be per Caltrans Standard Plan Detail A24D with
a Type 1 arrow per SP Detail A24A. Spacing between BIKE, LANE, and the arrow
should be 16'. Revise the square footage fpr these markings in the table. O~ J r
6. BIKE LANE pavement markings shall be painted and not thermoplastic. Please revise
table. Ole J f
\ ~ -'1-" ':. ,. S;; 4 t, - (:>~ 1-
Plan Review Comments
March 25, 1996
Page 7
PLANTING & IRRIGATION - SHEETS 10 - 15:
1. Where are the back flow preventors, quick coupling valves, and valve boxes to be
located? Ct-:) CIL...:)-...\'\ e ~t'~",~\. '--.::::lQ.qo- ....
2. IRRIGATION LEGEND: (Sheet 12)
-Revise legend to call for Toro 570 Pop-ups with check valves @ low head and
Toro Tree Bubblers (or approved equal). C~ C"':'G:!
-Call out Hydrorain valves for remote control valves. -~
\.\-1.. t"~...l ~ \. 00 ~~r.\ s--,
-Call out Rain Master Commercial, MC+ with port for remote control for the
wall mount controller. ~ t:s. -""'L-+
POP-uP SPRAY SPRINKLER RISER DETAIL:
Replace 1/2" King Bros. flex riser with Marlex Swing Joint and use PVC.
010::- 'c::.~
3. Add the following to note 16: All cuts to roots shall be made cleanly with a sharp
bladed instrument to prevent ripping of roots. -e>tc:... en is:I
4. PLANTING NOTES: (Sheet 15):
Planting note #3 should refer to Redwook Bark Chips - not mulch.
~I.:::.. c:"...-, c.,-
Add City Standard Detail 13 to this sheet.
el~ c.="'<i:::,
j:\mq\pruneyd2
TL iNICAL SPECIFICATION"
-
1. P. c. C. pavement with monolithic curb and gutter shall conform to the provisions in Section ~O.
"PORTI..AND CEMENT CONCRETE PAVEMENT," and Section 90, "PORTI.AND CEMENT
CONCRETE" of the State Standard Specifications and these special provisions.
2. P. c. c. pavement shall be class A with a compressive strength of 4000 psi at the age of 28 da)'s.
Polypropylene fibers (Fibennesh or approved equal), length 1/2", shall be added to the concrctC at
a rate of 1 1/2 Ibslcy.
3. After spreading and compacting, P.C.C. shall be given a preliminary finish which shall be smooth
and true to grade. In advance of curing operations, the pavement shall be given a final rough broom
finish with grooves having a depth of lIS" perpendicular to the curb and gutter.
4-. All newly - placed concrete shall be cured in accordance with the provisions in Section 90-7, "Curing
Concrete," of the State Standard S~ficarions. Curing compound to be used shall be applied to the
P.C.C. following the surface finishing operations immediat.dy before the moisture sheen disappears from
the surface and before any drying, shrinkage or craze aacks begin to appear. Curing compound shall be
applied at a nominal rate of one gallon per 150 square feet. At any point, the application rate shall be
within +1- 50 square feet per gallon of the nominal rate spc:cified.
5. Sawcutting of the contraction joints must be performed within 24 hams after concrete bas rccei\'ed
final surface finish.
6. Contractor shall protect P.C.c. pad as specified in Section 90-8.03, .. Protecting Concrete Fa\-ement."
Where public traffic will be required to aoss over new pavement, and if directed by the Enginc::, Type
ill Ponland Cement shall be used in conactc. When Type m Ponland Cement is used in concrete, and
if permitted in writing by the Engineer, the pavement may be opened to traffic as soon as the concrete
has dcvc10ped a modulus of IUpturc of SSO pounds per square inch. The modulus of rupture will be
determined by California Test Method 523.
No traffic or Contraaor's equipment, c:xc:cpt as hcrcinafterprovided, will be permitted on the payement
before a period of ten (10) calendar days bas elapsed::iter the concrete has been placed, nor befcre the
concrete has developed a modulus ofmpturc ofat l~ :50 pounds per squ:ue inch. Concrete ~: f.liis
to attain a modulus of mpture of S50 pounds per square inch within 10 days shall not be opened to traffic
until directed by the Engineer.
Equipment for sawing contraction joints (weakened plane joints) will be permitted on the pavement as
specified in Section 40-1.08B, "W~nedP1anc Joints," of the State Standard Specifications.
7. Contraction joints, expansion joints and gaps between the P.C.C. pad and the existing pavement
section shall be cleaned and sealed prior to permitting tI3fiic on the pad. Removable cap joint shall be
placed around the perimeter of the concrete pad excluding curb and gutter. Ioint sealing compound shall
be type U A" joint seal and shall conform to the provisions of Section 51-1.12F of the State Standard
Specifications. The Z component polyurethane sealant shall be State Specification 8030 - 611 - 01 or
approved equal.
.
.
.
SANTA CLARA COUNTY TRANSIT DISTRICT
BUS STOP PAVEMENT DETAILS
'--
A TrACHMENT 1 FOR FIGURE :5
r
5'
ji
,
MONOUTHIC SIDEWALK AND
/ PASSENGER PAD
5'
.I Ii
Ll
,I \s'
, 1:=--'"
-----------
BUS PAD WITH
WONOUTHIC CURB
SlDEWALX (TYP) I .
40'
Foc~:::~::~~~=li':'
UP Q <
-~
I~
~O':
I
T I
BUS STOP AND PASSE~GER PAD
WITHOUT SHELTER
CONDUIT STUB UP LOCATION,
/PROVIDE ~O, ~ PUll. BOX
~ ~ONOUTHIC SIDEWALK, P"'SSE~CER
~ 2' ,I , 1 PAD AND SHELTER PAD
I : 7. / 5'
~. I 2~' . ' I III
40. 8.
'~......====..
-- ------------
BUS PAD WITH
WONOUTHIC CURB
SIDEWALK (TYP)
Fo~0:::::::=~fi'~1
-~
~O.=
BUS STOP AND PASSENGER PAD
WITH SHELTER
SANTA CLARA COUNTY TRA~SIT DISTRICT
~
B US STOP CONFIGURA TI01V
FIGURE 20
VEHICLE DIRECTION
LESS THAN 20 MPH APPROACH SPEED
CORE AREAS, LOCAL STREETS
--
----------------------
--------------------- ~:
. 4 .
t -
10'
L
/" EXISTING fOC
I (TIP)
-----------------------------
: ~--:::-:::------------------_.
(ITP)
50' MIN 50' MIN
, T
\ 10 MPH MERGER
~ PCC PAVEMENT WITH MONOUTHIC CURB.
FOR DETAILS REFER TO FIGURE 26.
VEHICLE DIRECTION
~
20 TO 30 MPH APPROACH SPEED
MAJOR ARTERIALS
:============~ .
80' MIN I
100' DESIREABLE
t
.t 10' .
l
T
~ .~"===========::
I 80' MIN
100' DESIREABLE
..
30 TO 40 ~fPH APPROACH SPEED
EXPRESSWAYS
VEHICLE DIRECTION
:====:=~-:
J25' MI:\ I
J80' DESIREABLE
t -
JO'
l ·
T
PLAN VIEW
:~"
I 225' MIN
FOR 20 MPH MERGER
~::::
NOTE:
T (TANGENT lLNGTH) = ~~. REQUIRED FOR ONE BUS STOP.
= ~5' + 70' eX-l). WHERE X = i OF BUSES
(USE AT MAJOR TRANSFER TERMINAL)
SANTA CURA COUNTY TRA.r~SIT DISTRICT.:
TYPICAL BUS DUCKOUT
FIGURE 22
r'
.--------------
----------------------------------.
-------------.-
SIDEWALK
F'.o.C.~
---------
--------
7-------
UP
rA
------------
_.~---------
C C .B B
I I
C C
LA
50.: TYP
10.:!:
TVP
SAlt'CUT AND EXCAVATE EXISTING PAVOIENT.
INCLUDING CURB '" GUlIER. REPUCE WITH
P.C.C. PAVEMENT SECTION AND MONOUTHIC
CURB & GUlIER.
PLAN VIEW
."HEN PAD IS 75. OR LONGER. PUCE EXPANSION JOINT
AT 1/2 THE IL'lCTH OF THE P.C.C. PAD. IN LONC PADS.
OPANSION JOINTS SHAll BE PUCED AT APPROXIMATELY
75-FOOT INTERVALS OR AS SPECInED BY THE rSCINEER.
6-
r
10. - 12' VARIES
___J,__________
loIATCH EXISTlNC CURB k CCT":"tR -
USE LOCAL CITY STANDARDS AS REQ.O
....:..7
~~
"''7
.~~
~~
---------------.-
-----------
1 B J/1: CL. A P.C.C.
w IPOLYPROPYlLNE EXISTJ~;C
nBERS PA'iEME:;T
-I B- CUSS 2 AGG.
I BASE - 95::
COMPAcnON _____________._
J ------------
'-- 95:: REUTIVE COMPACTtO~
ON :-:ATIVE SOIL
SIDEWALK /
.__J...._______...
9.~. DO~~~~
AT lB. O.C.
(OPTIONAL)
-'7"."
~. ..,
-. ~
. - . .
.~:. ..
-tt,,?
r~-rr
4,a;"O
SECTION A-A
CO~CRETE PAD W/~:O;\OUTHIC
CURB & GU'ITER
,0 DOWElS-IS" LONC S~OOTH
BAR ~ IS" O.C. Lt.:DRIC,\:<:
INSTAll. 3/"- WIDE nBER FABRIC TO J/2" BOTH E."DS OF DOll'EL
BELOW nNISHED SURFACE. nll. ?E:~IAI:"DE%
WITH APPRO\'ED SEAUNG COMPO\::-:D: H BARS TO
ROUND CORNERS TO J/.- R_ \ ~STABIUZE I II
/ r :r DOWELS
I "I
p.c-r~e. ~;-: ~ :..1\ij7\-ll-: ~}
I :<'1 I' .rot? :
AGG. BASE u? ~~ I
I .../ '~..ij" ,
DOBIE SUPPORTS
2- X 1/"- WIDE SAlfr.':~ r:::-;ilt\::::~~
JOI:'iT. nll. "ITH APF:,: '. ,:,. -lili
APPROVED StAU:-c :::;'.,iO\::,:)
SECTION B- B
... BARS TO
STABIUZE i 9
OO~ELS \
+1.-". t u
p.e.c I L:: ~ ."
-t": ,
o ':.""'j
ACC; BASE I ~~.
----'- .
DOBIE SUPPORTS ~
SECTION
~g COll'E:U:-1 a' LO~C SMOOTH
r:: BAR ~ IS- J.e. LCEI\ICATt
BOTH ~OS CF DOWEL
- 3-
i I
., .
1_ ~.l
I, ~,..-f
~<'1 !
~~ I
~'I
C-c
EXPA>lSION JOINT
CONTRACTION JOINT
NOTt: FOR TECNICAL SPEClnCATIONS REftR TO ATTACHME."lT 1.
SANTA CLARA COUNTY TRXNSIT DISTRICT:
BUS STOP PA VEJ.l1ElVT DETAILS
FIGURE 26
I jtt,..,~
o ~. C"'tlt
~~'~A-d>~
... t'"
U {""
. .
.... ..
'$0 '"
~. ~'
04'CHAt.O.
CITY OF CAMPBELL
Public Works Department
March 25, 1996
Mr. Christopher Meany
Retail Project Director
The Pruneyard
William Wilson & Associates
1999 S. Bascom Avenue, Suite 200
Campbell, CA 95008
SUBJECT: S 94-08/UP 94-19 THE PRUNEYARD-
PUBUC WORKS CONDITIONS OF APPROVAL
Dear Mr. Meany:
I would like to take this opportunity to provide you with an updated list of conditions that must
be satisfied prior to release of Public Works clearance for future building pennits for the
Pruneyard site and for issuance of the encroachment permit for the required public
improvements. This serves as an update to our previous letter dated February 29, 1996.
ITEMS THAT MUST BE COMPLETED PRIOR TO ISSUANCE OF PUBLIC WORKS
CLEARANCE FOR FURTHER BUILDING PERMITS:
GRADING PLANS/HYDROLOGY STUDIES:
We returned to BKF today our comments on the grading plan for the proposed new retail street
area. With the few minor revisions requested, this plan is acceptable to Public Works and we
will release the grading permit for this area when the signed plans have been submitted and the
items listed below have been completed.
The final overall hydrology and hydraulics study and calculations have also been provided to us
for review. We anticipate that all of our questions have been addressed and that no further
information is required.
DEDICATION:
We have received Grant Deeds for the dedication required along Bascom A venue and for the
Storm Drain Easement along the westerly Pruneyard border from BKF. A Grant Deed for the
additional dedication required along Campbell Avenue is being prepared by BKF. As soon as
we have all of the Grant Deeds from BKF, we will review and retum them to BKF for any
revisions and for execution by Pruneyard Associates. Am I correct to assume that you would
prefer to accomplish this dedication by these separate Grant Deeds than by executing the "Letter
Agreement" and showing the dedication on the future parcel map as we had been discussing?
70 North First Street' Campbell, California 95008,1423 ' TEL 408,866.2150 ' FAX 408,379.2572 ' TDD 408.866.2790
NEW PW FAX #
.d.(Hl_ '.l '7 "_no,,, 0
Christopher Meany
Conditions of Approvaf
1 .'ch 25, 1996
Page 2,
ENCROACHMENT PERMIT FEES. SECURITIES. AND DEPOSITS:
The following permit fees, securities, and deposits must be posted:
EP 95-278
.
Security for faithful performance
(100% of engineer's estimate)
Construction Cash Deposit
(4 % of engineer's estimate)
$110,000
$ 4,400
.
EP 95-223
· Surety for faithful performance $511,000
(100% of engineer's estimate)
· Construction cash deposit $ 10,000
(4% of engineer's estimate - $10,000 max)
· Plan check and inspection fee $ 34,715
(Based on fees listed in permit application)
· Worker's compensation information sheets will also be required
from the applicant.
ITEMS THAT MUST BE COMPLETED PRIOR TO ISSUANCE OF AN
ENCROACHMENT PERMIT FOR WORK IN THE PUBLIC RIGHT OF WAY:
· Three sets of approved signed plans for work within the public
right of way. (Plan review comments were returned to BKF
today, March 25, 1996.)
· Worker's compensation information sheets received from
Contractor
. Certificates of Insurance from the Contractor
. Comply with terms of Cost Sharing Agreement for EP #95-278
I hope this has clarified and updated the status of the conditions that must be satisfied prior to
Public Works releasing clearance to the Building Division for future building permits and for
the issuance of the encroachment permit for the public improvements. Please let me know if
you have any questions.
Sincerely,
7UuhM-~
Michelle Quinney
City Engineer
cc: Martin Parissenti, Brian, Kangas, Foulk, 981 Ridder Park Dr., Ste. 100, San Jose 95131-2305
Darryl Jones, Senior Planner
Prank: Cauthorn, Building Official
Pile EP #95-223
Pile EP #95-228
Pile UP 94-08/94-19
J:\MQ\PRYD04
Brian Kangas Foulk
Engineers . Surveyors . Planners
March 19, 1996
; I
Job No. 956018-10
-
Mr. Harold Housley
Public Works Dept.
City of Campbell
70 North First Street
Campbell, CA 95008
'<b\~ ~.- ~~e.C':>,--,
Storm Drain Master Plan
Pruneyard Shopping Center
RECEIVED
MAR 221996
PUbLiC 'ill _)
ADMJN.STRArlOfll
Subject:
Dear Harold:
This letter is to summarize Brian Kangas Foulk's review of the Storm Drainage System at
the Pruneyard Shopping Center. This report will be divided into four sections, Existing
Data, Onsite Storm Drainage System, Conclusions and Proposed Development. These
sections are as follows:
EXISTING DATA
To begin our analysis, Brian Kangas Foulk reviewed the City of Campbell Storm Drainage
System Analysis prepared by Barrett Consulting Group dated August 5, 1994. This report
indicated that the majority of the Pruneyard Shopping Center was contained in drainage
basin L-15. The entire site storm drained north along Bascom Avenue. Barrett Consulting
Group's assumption about storm drainage at the site is therefore not unreasonable
because record drawings indicate this potential. Their assumption results in a need to
replace storm drainage lines north of the Pruneyard site along Bascom Avenue. The
Barrett Analysis is summarized in Attachment NO.1.
EXISTING STORM DRAINAGE SYSTEM
The record drainage which formed the basis of the Barrett report are wrong. BKF's review
of the record drawings available at the pruneyard Shopping Center indicates that a large
portion of the site storm drains directly north into Los Gatos Creek and south to Campbell
981 Ridder Park Drive, Suite 100 . San Jose. CA 95131-2305 . (408) 436-7500 . FAX (408)436-1194
Brian Kangas Foulk
Engineers . Surveyors . Planners
March 19, 1996
Job No. 956018-10
Page 2 of 3
Avenue instead of north along Bascom Avenue. BKF has verified this record information
with field observations and measurements. The storm drain area map together with pipe
sizes and slope is shown on Attachment 2. A ten (10) year rational method storm drain
analysis has been performed on the Pruneyard Shopping Center Storm Drainage System.
This analysis is shown in Attachment 3.
The BKF analysis therefore results in significantly less flows along Bascom Avenue
because of the diversion of a larger portion of the project site directly to Los Gatos Creek.
A comparison of the Barrett analysis and Brian Kangas Foulk's analysis at the north end
of the project on Bascom Avenue is as follows:
BARETT Q
BKF
27.9 cfs
19.6 cfs
The existing conditions diversion of a larger portion of the site towards Los Gatos Creek
has significantly decreased the surcharge along Bascom Avenue.
CONCLUSION
The existing Pruneyard Shopping Center Storm Drainage System does not cause local
offsite storm drainage problems. The existing City storm drainage system appears to be
adequate for the modified flows along Bascom Avenue.
The Pruneyard Shopping Center Onsite Storm Drainage System is inadequate for a ten
year design storm. During significant storms, surface ponding will occur at the Pruneyard
Shopping Center site. This ponding has historically not caused any problems with the
shopping center operation. This ponding does not cause localized flooding on adjacent
public streets. The existing storm drainage system is therefore adequate for the existing
shopping center.
PROPOSED DEVELOPMENT
The proposed developments at Pruneyard Shopping Center will not substantially alter the
existing drainage areas. The proposed drainage areas are shown in Attachment 4. The
Brian Kangas Foulk
Engineers · Surveyors . Planners
March 19, 1996
Job No. 956018-10
Page 3 of 3
proposed development is shown on this plan. The ultimate storm drainage system will
therefore be substantially the same for the proposed development.
Thank you for this opportunity to present our storm drainage Master Plan for your review.
Please contact me if you have any questions or require additional information.
Very truly yours,
BRIAN KANGAS FOULK
tla-tkg~
Martin B. Parissenti, P.E.
Project Manager
cc: Chris Meaney
Joe DeCredico
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REVIEW COM.MElITS B-kF
~'R:yv~E&
PRUNEY ARD SHOPPING CENTER L
1875 South Bascom S / 7.CJ/q b
WtPR 2 21996
PROVIDE A REPORT REGARDING THE HYDROLOGY, HYDRAUUCS, EXISTING
. SYSTEM AND PROPOSED IMPROVEMENTS.
9.
HERE. IS A PARTIAL SUMMARY OF INFORMATION TIlE CITY WOULD LIKE TO-
HAVE INCLUDED IN THE REPORT, PLUS ADDmONAL COMMENTS AND
QUESTIONS.
1.
WHAT IS THE IMPACT OF mE PROPOSED IMPROVEMENTS? DISCUSS
RELOCATION OF PUBliC STORM DRAIN FACIUTIES ON CAMPBEll.
AVENUE. R~ 0':= ,st:.) 01\) C/JmPI3a...L. /7Ie-
)~ I71JNoR. No ~ON c.,17Y ..sYS7C'n1
INCLUDE A FINAL EXHIBIT(S) IN YOUR REPORT. THE ONE SUBMITIED
APPEARS PRELIMINARY. c)<HJ6/T /-#7:5 8eeN R..€YISCJ:::)
SHOW LOCATION OF PROPOSED 20' EASEMENT. PURPOSE?
~' ~J:) €}.,/I;1T $1IBI'A , T} cD 7Z> CIIY flJJe Rev IGYv 3) 1t:J/CJ'
SHOW RELEASE OR OVERFLOW POINTS FROM V ARlOUS TRIBUTARY AREAS
AND TO THE PUBliC STREETS. S. How N
WHAT WILL BE THE IMPACT OF A NEW TOWER BUILDING, RESTAURANT,
M,OTEL EXPANSION, NEW RETAIL, ETC.? ~a.. ~lmeJ'./T ff~ -IIJD N-c~__
.JV'A.JcY: ~c &~V ~otbs€l::>1
HOW DO YOUR RUNOFF CALeS, Q'S, ETC. COMPARE TO llIE CITY'S STORM
DRAIN ANALYSIS PREPARED BY BARRETI' CONSULTING' GROUP?
MORE SURCHARGE, LESS OR? ON THE CITY SYSTEM AND TIlE PRUNEYARD
SYSTEM? S1frn t: P!-DWS BE:FoR-t; 1. 1J-F1b-e D e.J f::LOPn1 C1v7
SHOW ALL TIlE ON-SITE INLETS. (""I ,J)
.:::.; . . , '7'\1 $ (.11 $.7 -0
..J ~UJ/v v
INCLUDE: INTRODUCTION, PURPOSE, OBJECTIVE,^ ME'IHODOLOGY,
SUMMARY RECOMMENDATIONS, CONCLUSIONS, ETC. RePo~ ~ Be:c.~
PLOT STORM DRAIN EASEMENTS. R8v1..SQ)
T'J1c:12G' /Jf2e 1110 ~D ~~QJ ~ . (~€:E ~ F3)
WHAT IS mE IMPACT ON LOS GATOS CREEK?
NONE: (s,e:s 'ITEM :# 7 p(3t:>l6)
2.
3.
4.
5.
6.
7.
8.
10.
11.
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THE PRUNEY ARD
1875 S. BASCOM AVENUE
PAGE 2
12. WHAT ABOUT ClEARANCE FROM THE SANTA CLARA VALLEY WATER
DISTRICT? NO .S-L.l) Wr.:::. ~a- 12~ull~~
"13. WHAT ABOUT NEED FOR NATIONAL POLLUTANT DISCHARGE ELIMINATION
PERMIT SINCE YOU ARE MORE mAN 5 AC~a.s ~ 5 8G.I2Q!>
, Dlsrva& et:> $0 NO $WP R.f.:':QVJR~ .
14, DISCUSS WHAT WILL HAPPEN ON mE SITE FOR VARIOUS STORM
FREQUENCIES SUCH AS 3,10 AND 100 YEAR. IMPACT ON FLOOR LEVELS?
15. DISCUSS NON-POINT SOURCE ISSUES AS APPUCABLE.
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City's
Upstream
1.0.
. M5251
M5277
M5278
M5279
M5287
M5170
M5169
M5168
M5167
TABLE 1 CITY OF CAMPBE.
S I ORM DRAINAGE SYSTEM ANAL YSrS
a.c.G. a.c.G. Existing Q (10-yr)
Upstream Downstream Diameter
1.0. 1.0. (inches)
L.1250MH L 1251MH 24
L i 261 MH L 1262MH 48
L 1262MH L 1263MH 48
L 1263MH L 1271MH 48
L 126401 L 1265MH 18
( cfs)
25.7
144.9
143.9
145.3
5 1
_ : 304MH
L 1305MH
L 1 306MH
L 1307MH
L. : J05MH
L 1 306MH
L 1307MH
27
27
30
36
7./
19.3
18.7
18,6
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,/
Upsized
Diameter
(inches)
36
72
72
72
nor needed
Length
(feet)
326
209
128
94
210
,
:1
II
.I
II
,i
I
M5286 L 1 265MH L 1266MH 18 5 not needed 212 1
M5285 L 1266MH L 1 267MH I 18 7.2 not needed : 331
.. M5284 L 1267MH L 1268MH 21 10.3 not needed , 298
. M5283 L 1268MH L 1269MH ; 21 10.3 not needed i 52 .
M5282 L 1269MH L 1270MH ; 21 13 30 355 !
: M5281 L 1270MH L 1271MH : 21 17.4 not needed 77 i
~
M5280 L 1271MH L 1272MH I 48 158 84 207 ;
;
M6095 L 1272MH L 1273MH 48 156.2 72 493 I
i
M6096 L 1273MH L 1274MH 48 150.8 72 695 i
1
M6097 1..1274MH L 1275MH 48 152.4 72 262 !
M441 :.. 1275MH 54 152.1 -.... 30 I
'~ !
i
L13 H28 L -; 302MH 18 2.7 net needed ,
L.130101 128
M5172 L 1302MH L 1303MH 18 2.6 not needed : .
178 :
I
M5171 L 1 303MH L 1304MH 24 4.5 not needed ' 148 I
I ~ I 1 ~ - i
not needed 205
30 23
not needed. 141
not needed ! 62
i
L14 M5166 L 140 1 0 I L 1401AMH 15 3.3 not needed : 28 II
M5163 L 1401AMH L 1401 BMH i 15 3.3 not needed i 8
M5162 L1401BMH L 1402MH 15 3.3 . not needed I 17 II
M5161 L 1402MH L 1402AMH 15 3.2 not needed ! 87
STUB104 L 1402AMH L 1402BMH 15 3.2 not needed : 90 I
!
M5385 L 1402BMH L 1403MH 15 3.2 not needed : 68 I
i
1 . not needed : 41
M5144
M5146
STUB108
M5164
M5165
L 1506MH
L 1507MH
220 I
M5175 L 1507MH L 1 509MH 27 36.2 30 I
S5716 L 150801 : L 1 509MH I 18 10.6 21 . 95
M5176 L 1509MH . L 151 OMH i 30 , 47.2 36 i 292
'j M721 L 151 OMH , L1510AMH I 30 46.6 36 I 103
I ,
I; L 1511 MH 30 46.6 36 i 61 I
M722 L1510AMH i I
I
M723 L1511MH 30 46.5 36 ! 37 I
L16
. not needed; 190
, not ~eeded. 154
II
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CITY OF CAMPBELL
Public Works Department
-
February 20, 1996
Martin Parissenti, P.E.
Brian Kangas Foulk
98i Ridder Park Drive, Suite 100
San Jose, CA 95131-2305
Dear Marty:
We have completed our initial review of the plans for the Bascom Avenue and Campbell Avenue
public improvements as submitted on December 15, 1995 for Encroachment Permit #95-223.
There is a substantial amount of information that is still needed to complete a comprehensive
review of these plans. The major items that are missing are outlined on the attached. Please
address the issues presented and resubmit the plans for a subsequent review.
We have also completed our initial review of the plans for the Bascom and Union intersection
improvements as submitted on November 20, 1995, for Encroachment Permit #95-278. Our
comments for these improvements are marked on the plan set which we will give to you today.
Please return. this comment set with subsequent submittals for our review.
Please be advised that it is our intention to complete subsequent plan reviews within ten working
days from the date of submittal. In order to expedite our review, it is imperative that all review
comments be addressed in future sub~ttals, and that both plan sets be submitted together.
If you have any questions at any time regarding our comments, please give Harold Housley a
call at 866-2158.
~.
,~
Sincerely,
'/J)~ . f f (l, /(7 .
t'i{,{)f{.~. U(. LL.-L-t.uv/-
Michelle Quinney, P.E.
City Engineer
Attachments: Plan Review Comments
Pavement Removal/Restoration at New PCC Improvements
Street Lighting Plans Bascom/Campbell
cc: Mr. Chris Meany, Pruneyard Associates (w/comments) Pruneyard Assoc., L.P., 1999 S. Bascom
Ave., Suite 200, Campbell 95008
File EP 95-223
File EP 95-278
j'\mq\pnyrlpr
70 North F,rs[ Street Campbell. California 950011.14::3 . :cL ~OIl.866.::150 . FAX 408.379.2572 . mo 408.866.2790
NEW pW FAX if.
A no~ ~~';'-I\O.c::u:
STREET IMPROVEMENT PLANS FOR
PRUNEYARD SHOPPING CENTER
ENCROACHMENT PERMIT #95-233
PLAN REVIEW COMMENTS
FEBRUARY 20, 1996
GENERAL COMMENTS:
\)~~. .
\) O~~.
~ O~Q...,
V 3.
Provide a complete set of plans. We have sheets 1-9 of 15.
The on-site landscaping and tree protection plans, as required in the conditions of
approval for S 94-Q8/UP 94-19, need to be developed, approved and incorporated into
these improvement plans. Please incorpo~te the appropriate portions of these approved
plans in both the demolition and civil sheets before the next plan review submittal.
The Bascom A venue plans are substantially deficient. Please provide stationing for
Bascom Avenue, the profIle for Bascom Avenue, show stationing and offset for all
existing and proposed improvements, and address the additional concerns outlined below.
.~\,
"\1~\ '1:. ~'S Provide cross sections for the entire width of Campbell Avenue (property line to new
'f...,'')C~\ . Pru~ey.ard property line plus .5 feet beyond) at ~ of the following locations: the
~ C; ~ ,x.Jbegmnmg and ends of the project at each 100' statIon; at all BCs, ECs, BCRs, ECRs,
Q . \ o~fSt PRC's; angle points; at new and existing driveway centerlines, and any changes in street
.:; "'t~ ~O width. Provide cross sections for Bascom Avenue showing centerline to 5 feet beyond
X\ a v \ ~ tile new Pruneyard property line at all of locations mentioned above. Cross sections
e.. \ <; It. v must show all existing and proposed improvements and how conform to adjacent property
will be handled.
- 5. (s) In plan views, plot and label all centerlines and monument lines and distinguish between
<\.- ". \V" the two. Show dimensions from centerlines to existing and proposed face of curb and
'S..s~ back of walk at beginning and end of project, at all angle points, at~! BCs and ECs.
\ ~t~
\--P' J 0 \ For Campbell Avenue, our records indicated the distance from centerline to face of curb
<;~.}- \f~n the north side is 45' and the distance to the property line is 47'. These plans .
~ c.."f'~ dnnension differently. Please investigate and explain the difference. Show all utilities
<\.... or- u\;,,,,'\'cle~rlY a~~ label clearly per legend. We are not able to determine which line represents
^l\ 0; '0 '{'t- (; ,r",which utIlIty. .
n' 0 ~s
() ~ 6. In profIle views, please show all BCs, ECs, GBs, HPs, LPs, PRCs, etc. Show TC
OD,.fL" elevation at these locations and provide stations and offsets. Show flow lines through
proposed driveways. Show all utilities clearly. When showing storm lines, please
station all manholes with offsets and provide all invert information.
0'0.
BKF to verify all TC elevations at all conform points. This cannot be left to Contractor
to verify.
8.
\)O~rz.."
Show existing versus proposed signing and striping. This will require an additional plan
sheet(s) and include the following:
1. traffic sign locations shall be in front of tree wells, not behind tree wells
2. show bus stop sign locations
3. show "no stopping" sign locations
4. show bike lane stripes and sign locations
5. show all existing signs/posts to be removed/relocated
6. provide 130' LT bay storage and 60' turn transition for the WB approach at
Campbell/Union. Show distance on plan.
7. show two-way-Ieft-tum arrow markings
8. show spacing of arrows <
9. indicate detail # of all pavement stripes and dimension at all angle points
10. show dimensions on all begin! end ~ections of street widths
11. salvage the removed signs to the City's Service Center
12. show existing and proposed wheelchair ramps relative to crosswalks
13. show pavement stripes/markings indicating striping to be paint and all legends and
markings to be thermoplastic
l;ej Please use the City of Campbell Standards for driveway approaches. It is not clear what
'\"(\ () Q\ . " \ you are proposing for new driveways. It is not clear how the on-site drives work
~ \\J.'i, (drainage, grades, improvements, etc) with the new driveway approaches. If alleyway
o 0 t . 1\\,1 ""approaches are to be used, please use City standard. The type of handicap ramp and the
A-, , curb radius will need to be reviewed further if the alleyway approach is to be used.
C \) y~ r Please callout centerline station and offset for all driveways and include the width of
{~~'~ \~ proposed driveways.
~o '
10. Confirm that loop detectors at the Bascom/Campbell intersection will not be affected by
~ -r ()~\~ the new striping or improvements. Show locations of home runs (if any) and handhole
,J 0 at lip of gutter and add note for Contractor to protect.
II.
0'4-
Please provide a detail for the bus shelter relocations. Detail the foqndations needed,
method of connection pee/pavement, location of shelter in relationship'to the walk, etc.
Show disposition of bus shelter on demo plans (Le., remove, salvage, relocate, etc.)
Provide station and offset for new location. On Bascom Avenue, provide detail to show
how sidewalk/handicap access to the bus will be accomplished through landscaped area.
#. Provide a detail for the concrete bus pad(s) including rebar, depth of pad, joint fiYer
Cd J;' 1waterial between pee and ac, etc. Dimension these pads (length and width) and provide
J, ~ ()Q~~tationing and offset for them on the plans. The County standard bus pad can be used
for this.
13. Provide a detail for the pavement removal and replacement. The pavement removal area
~ (;"fis to be a minimum 4' wide and include the pavement key to the existing asphalt
c;. 'rae-X roadway. We have attached a detail for your use.
-2-
\ \) ~ .. s \, ~ \-\l\S e \ ~d-
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14. Provide a construction phasing plan showing the sequence of the demolition and closure
of all driveways. Include this in the plan set.
15.
S)O~
lJO~
Add general note that safe pedestrian and handicap access to and from all bus stops must
be maintained during construction and demolition. (Safe pedestrian access must be
provided around/through site at all times.)
Add "Permit 95-223" outside of the border on all pages - below the Campbell tree.
i. 7jz... Tree wells and tree grates for Campbell A venue shall be 48" x 48" cast iron, Type I,
\) O~ Neenah Foundry, Model No. R-8708, or approved equal. Details for the installation of
these tree grates should be included in the plan set.
STREET LIGHTING AND SIGNAL INTERCONNECT GENERAL COMMENTS
Where are you proposing to have the signal interconnect conduit (SIC) and the new street
flighting conduit installed? The signal interconnect conduit (SIC) and street lighting conduit may
\)~ ... be installed beneath the asphalt pavement just beyond the lip of the new gutter or below the
( O.l:''; ~roposed sidewalk aD, Campbell Avenue and/or in the landscape strip on Bascom Avenue. The
\:' ~) City has a standard detail for installation in each of these cases. Please make reference to this
detail in the plans. Plans currently show the SIC and street light conduit running under the
proposed tree wells which is not acceptable.
\) (j /Please revise the plan note pointing to this conduit to read "2" PVC Signal Interconnect Conduit
and 1 1/2" PVC Street Lighting Conduit".
We are providing you with a set of the existing street lighting system on Bascom A venue and
~ Campbell A venue. Please review these plans when designing the new system. The existing
V ~ street lighting system will need to remain operational until the new system is installed and
-- operational. This should be reflected in the demolition sheets and will require two phases for
demolition.
\) ohased on the existing street light system plans provided, please show the exisililg PG&E service
point for the street light system and include the installation of a No.5 pullbox as needed to
intercept and maintain the existing service until the new system is installed.
.
S \()yl~hOW No.3 1/2 pullboxes at the base of each new street light. Show No.5 boxes for SIC. All
,\~~--street lighting conductors shall be #6 THW stranded. All PVC conduits shall contain a bare
V ~stranded #8 copper grounding conductor. SIC shall be A & J Electric #206-PRIS or approved
pbO equal.
\' \
6 \1.. Include the following in the notes: "Upon operation of new street lighting system, the existing
r-l 0 ~ system shall be removed and disposed of by the contractor. Existing street light foundations
\ shall be abandoned 24" below fInished grade."
o'Xl.-
-3-
Please show all existing improvements (driveway, gate, fencing, retaining
walls, sewer cleanouts, irrigation systems, water meters, signs, etc.) and
propeny/right-of-way lines at the westerly end of the work on Campbell
A venue. Show how your proposed work will tie into these existing
improvements. It appears you are showing work on (or tieing into) the
. 0 Caltrans right-of-way. Please coordinate this work with Caltrans to obtain
\.R--\J lS-t- any permits needed for this work. Neglecting to work with Caltrans at
this location could cause delays at a future date.
SHEET
1
o'f.} .
oV-2.
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5.
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2
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COMMENT
Include all abbreviations used in plans in "Abbreviations" index, ..such as
LT., RT., GB., HP., AP, PI, etc. .
Remove Disposition legend since it is not used consistently in these plans.
Change General Approval Note signature block as follows:
Michelle M. Quinney, P.E.
City Engineer
City of Campbell
RCE #44144 Exp. 6-30-97
Change Title Block to read: "STREET IMPROVEMENT PLANS FOR
PRUNEY ARD SHOPPING CENTER - 1875 S. BASCOM AVENUE.
ENCROACHMENT PERMIT 95-233 (CROSS REFERENCE EP
#95-278).
The last item of the Legend is the crosshatched pavement removal area.
This will not be an 8" deep lift. Please see detail provided and change
legend to read "Pavement Removal and Replacement" .
1.
We suggest putting notes on Sheet 2 only, or repeating~ all notes on all
pages. Do not renumber notes from page to page.
Note 1 - revise to read "Remove and replace pavement per detail_."
(provide detail)
() \...4. Note 2 - revise to read "Construct City Standard A2 Curb and Gutter".
~~ "'1tA~Note 3 - is this manhole necessary? We cannot determine what it is for.
LoC~\'la) II ~ e~ c... '1.
(6. Note 4 - ramp detail appears to be incorrect. Ramp detail will depend on
what type of driveway you are proposing.
!\\ OJ) If.:" te D A-\~-f .
-4-
SHEET
1A~,) 7.
o \J .;-
o V-. 8.
o'i!'
~V'lscbO.
o 'xL 11.
12.
\,&'.1 \~:o
COMMENT
Please explain notes 5 and 6. Sidewalk on Campbell Avenue is to be
Commercial sidewalk per City standards with tree wells and tree grates
30' o.c.
Note 7 - revise to read "Construct City Standard Drainage Inlet".
Note 8 - Please revise as necessary per general comments on street
lighting and signal interconnect.
Please explain why there is such a large difference betwee~ the existing
and proposed flow lines in the vicinity of stations 10+80 and' 11 +80.
Top of curb slope = 0.08% is not acceptable. Revise to a minimum of
0.20%,
It is not clear why there is a manhole being placed at station 10+ 80.
. Will this conflict with new structure? The storm drainage system in this
location does not appear to accurately reflect the existing conditions.
Please show this system clearly and completely in plan and profIle views.
If there are on-site systems that tie into (or are planned to be tied into) the
public system, please show those in detail. Complete/correct the profile
for the storm drainage. We cannot determine where the storm facilities
are from your plan. Station all manholes with offsets. Show all inverts,
pipe sizes, slopes, etc. Basically, provide complete information on the
storm system for review.
o ~. Grade breaks within driveways are not acceptable.
\'.1i \l \ .Je.O .
2. Add to note that drainage inlet at location 14+30 shall be removed along
() V- with the 12" RCP to the new drainage inlet. Do not ~.~bandon these in
place.
3
4
1. Improvements at the corner of Bascom and Campbell Avenue are unclear. .
· ;)\.JL Is the existing ramp to remain or is a new ramp being installed? Please
tJ {) complete plan and profIle information to ensure that there will not be a
f -J iJ J \. o.eOconflict between existing utilities (including traffic detector home runs)
and proposed improvements including pull boxes.
5
1. What are the rectangles that are located approximately 180' north of
D~~.D Campbell Avenue and 120' south of the northern driveway?
-5-
SHEET
COMMENT
6 1. Provide complete detail of the southwest corner of the Pruneyard northerly
yY) 0 ~ t t'i \ drive/Bascom A venue intersection. There are a number of 'existing
r:ft(,\\l~ 'lel~ facilities that will need to be relocated in this area with the new
OV\-" a~. ~ streetscape. Since these are not shown, we cannot review at this time.
A \ ^ \. !" \ ' Show existing signs to be relocated.
o 'I t-"^ ~,,() ~~ .
7
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Show demolition of median islands if necessary for striping modifications.
Remove all [Q]' s unless you plan to use the demolition schedule
consistently.
Identify all facilities and their disposition in the demolition plans. For
example, are bus shelters to be removed, salvaged, relocated?
Foundations to be abandoned 24" below fInished grade, etc.
Show all utility and storm lines clearly and add note that they are to be
protected during construction. .
Show curb and gutter removal at all driveways and provide detail for a.c.
replacement at new pcc improvements (copy attached).
Use consistent demo legend.
Remove all lID's unless you plan to use the demolition schedule
consistently.
Identify all facilities and their disposition in the demolition plans. For
example, are bus shelters to be removed, salvaged, relocated?
Foundations to be abandoned 24" below finished grade"etc.
Show all utility and storm lines clearly and add note that they are to be
. protected during construction.
Show curb and gutter removal at all driveways and provide detail for a.c.
replacement at new pcc improvements (copy attached).
No dimensions are given for removal areas. Please provide stationing and
offsets for demo work.
Incorporate information on this sheet into sheet 8.
-6-
Please address each of the comments above completely before resubmitting the plans for
subsequent reviews.
In order to expedite our subsequent review of these plans, it is imperative that all comments be
addressed prior to resubmitta1.
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March 13, 1996
CITY OF CAMPBELL
Public Works Department
Dear Mr. Paris senti :
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~
Our comments 0 e interconnect project are provid d below. I have included a copy of
our mark-ups to facilitate your review.
Mr. Martin Parissenti
Brian Kangas Foulk
981 Ridder Park Drive, Suite 100
San Jose, CA 95131
Provide
project.
s~
1.
match those now being used for Pruneyard
2. New underground conduit to be installed in area with dirt rather than curb, so conduit
should be installed in trench at back of walle Modify plan to accurately show where
curb and gutter located and indicate where right-of-way ends to ensure conduit is
placed within right-of-way. Also place sidewalks on plan. Unnecessary to show
details on plan. Make reference to City Standard Details - Detail 11.
3. Construction Note 4 not referenced. It appears it should replace "CC" on plan.
4. Include interconnect plan up to pull box for controller cabinet at Union. Interconnect
project includes pulling from Gilman to Union. Plan should show conduit and pull
box locations for entire project. Plans need to stand on their own if interconnect bid
separately from signal installation.
5. Correct typos as shown on mark-up: continution - > continuation, fuesholder - >
fuseholder, removable. - > removable.
6. Add to Construction note 4 as follows: "... pullbox. Intercept point may be at
existing NEMA 3R box that houses controls for existing lighting under bridge."
7. Please discuss plans with Santa Clara Valley Water District. We will fill out
encroaclunent permit but BKF should coordinate with district to make sure that there
will not be any problems. Contact is: Sue Tippets, 408-265-2600 X 2253.
Sorry for the delay in getting these comments back to you. Let Jessy or I know if you have
."
any questions concerning these comments. .
70 North First Street. Campbell, California 95008.1413 . TEL 408.866.1150 . FAX 408.379.1571 . TOD 408.866.1790
NEW P'.V FAX #:
408-37G-095U
!Ji5;ju
Peter Eakland
Traffic Engineer
cc: Tony Rucker - Signal Maintenance, Chuck Gomez - Development Review
t
""
2
MAR-08-1996 09:52 BKF 5J
I Brian Kangas fou~.-
408 436 1194 P.01
981 A,dder Park Dr.. #100
San Jose. CA 95131
408-436-7500 FAX 408-436-1194
FACSIMILE TRANSMITTAL
Datemme: ~ BKFNo: 35'(0001
Deliver To: Chllc.-'L ~ boMt.n; ~ut ~ (: ~'"
~:m::Y: ~~~ <T _7t~ s8 "~Ir 8. ~ l)
~ :~ ~ l QJ'/...)4'...i.', ~96
From: \ O'C'............~ '/1'/<', '.
SUBJECT:.i q ~ - W ~I) 0\1\ I u-8 ~ ..t~ ll"9- "'<;
/I Pages pncludlng "'Ia one): ~ Hard copy to follow?: Yes _ No "j-...
REMARKS: '
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CITY OF CAMPBELL
Public Works Department
March 8, 1996
Mr. Christopher Meany
Retail Project Director
The Pruneyard
William Wilson & Associates
1999 S. Bascom Avenue, Suite 200
Campbell, CA 95008
SUBJECT: S 94-08/UP 94-19 THE PRUNEYARD-
PUBUC WORKS CONDITIONS OF APPROVAL
Dear Mr. Meany:
Per our telephone conversation on March 1, 1996, the deposit for plan check and inspection fees
associated with encroachment permit #95-223 (Campbell Avenue and Bascom Avenue public
improvements) will be calculated based on the fees that were listed on the encroachment permit
application that you signed on December 13, 1995. The total amount of the required deposit
will be $34,715. All other fees and deposits listed in my February 29, 1996 correspondence to
you will be required as listed.
Upon completion of the work and fmal acceptance, you will be responsible for payment of the
fInal actual cost of the plan check and inspection services. I have attached a listing of the
current hourly charge rates that will be used to determine the costs for these services. These
charge rates will be updated on July 1, 1996 and charges incurred after July 1, 1996 will be at
the new rates, however I do not anticipate any significant increases in the charge rates.
Following completion of the work, we will provide you with an itemized accounting of the
charges and will either refund any excess deposit, or require additional fees if necessary.
Please let me know if you have any questions. I can be reached at 408-866-2159.
Sincerely,
iftttki(L tfJ ~v11/)~'1
Michelle Quinney
City Engineer
cc: John Wilson, Webcor Builders, 2755 Campus Dr., Ste. 175, San Mateo 94403-;7514
Martin Parissenti, Brian, Kangas, Foulk, 981 Ridder Park Dr., Ste. 100, San Jose 95131-2305
Joe DeCredico, ELS, 2040 Addison St., Berkeley, CA 94704
Darryl Jones, Senior Planner
File EP #95-223
File EP #95-228
File UP 94-08/94-19
J:\MQ\PRYDOJ
70 North First Street. Campbell, California 95008.1423 . TEL 408.866.2150 . FN~'~'~AX #TDD 408.866.2790
408.376.0953
.
r:
Labor Rates
For services rendered from time of mobilization until time secured, including salary,
benefits and overhead.
Business Hours Hourly
Position Hourly Rate Overtime Rate*
Administrative Aide 32.21 45.56
Assistant Engineer 41.90 59.73
Associate Civil Engineer 45.92 65.14
City Engineer 54.43 77 .53
Clerk Typist 21.69 29.98
Engineering Technician II 40.96 58.36
Equipment Maintenance Supervisor 38.61 54.94
Maintenance Lead Worker 33.13 46.77
Maintenance Worker I 25.33 35.38
Maintenance Worker II 30.49 42.91
Mechanic II 34.64 49.14
Park Maintenance Lead Worker 33.13 46.77
Park Maintenance Supervisor 40.08 56.99
Park Maintenance Worker I 27.96 39.22
Park Maintenance Worker II 30.49 42.91
Principal Clerk , 25.11 35.39
Public Works Inspector 37.13 52.16
Senior Clerk Typist 25.40 35.62
Senior Lighting & Traffic Technician 38.79 55.12
Signal Lighting Technician 36.16 51.28
Street Maintenance Supervisor 38.67 54.88
Sweeper Operator 32.10 45.27
Traffic Engineer 48.19 . 68.43
*Three Hour Minimum for Overtime Call
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CITY OF CAMPBELL
Public Works Department
February 29, 1996
Mr. Christopher Meany
Retail Project Director
The Pruneyard
William Wilson & Associates
1999 S. Bascom Avenue, Suite 200
Campbell, CA 95008
SUBJECT: S 94-08/UP 94-19 THE PRUNEYARD -
PUBLIC WORKS CONDITIONS OF APPROVAL
Dear Mr. Meany:
It is our understanding that construction at the Pruneyard is progressing and that you will soon
be requesting Public Works clearance for the release of the grading permit for the new retail
street area (previously referred to as Phase III) and the demolition and building permits to
accomplish the remodel of this area. I would like to provide you with a list of the outstanding
items that will need to be completed prior to Public Works releasing the clearance for these
demolition and building permits. These are the items that are still outstanding from the previous
list provided to you on December 8, 1995.
CONDITION
OF APPROVAL
NUMBER
COMMENTS
5
Encroachment permit applications have been submitted for the required
public improvements. Encroachment permit #95-278 will cover the work
included in the cost sharing agreement for the work at the intersections of
Campbell/Union and Bascom/North Pruneyard Driveway. Encroachment
permit #95-223 will cover the street frontage improvements on Campbell
Avenue and Bascom Avenue.
Permit fees that will be due prior to release of the clearance to the
Building Division are as follows:
EP 95-278
. Security for faithful performance
(100% of engineer's estimate)
. Construction Cash Deposit
(4% of engineer's estimate)
$110,000
4,400
70 North First Street, Campbell, California 95008 I.+::'3 . III -408,866.2150 ' FAX 408.379.2572 . T[)D 408.866.2790
NEW PW FAX If
~G3-3'76-0fJ;1g
Christopher Meany
February 29, 1996
Page 2
5K.
5K-3
and 7.
EP 95-273
. Surety for faithful performance
(100 % of engineer's estimate)
. Construction cash deposit
(4% of engineer's estimate)
. Plan check and inspection fee
(Actual cost - 15 % deposit)
$511,000
20,440
76,650
. Worker's compensation information sheets will also be required
from the applicant.
Permit conditions that must be satisfied before an encroachment permit
will be issued and work can begin in the public right of way are as
follows:
. Three sets of approved signed plans for work within the public
right of way. (Plan review comments were returned to BKF on
February 20.)
. Worker's compensation information sheets received from
Contractor
. Certificates of insurance acceptable to City
. Comply with terms of Cost Sharing Agreement for EP #95-278
We will be returning to you today our comments on the grading plan for
the proposed new retail street area. This plan needs to be revised and
resubmitted to us before the Public Works will release the grading permit
for this area.
The final overall hydrology and hydraulics study and calculations have not
yet been provided to us for review. We have conducted individual
reviews on a site by site basis per your request, but will need to see the
overall hydrology and hydraulics calculations as previously requested
before releasing clearance for the demolition and building permits for any
future construction.
As we discussed previously, the parcel map is most likely not going to be
filed at this time. Therefore, condition of approval number 5K-3 (Storm
Drainage Easement) and condition of approval number 7 (Dedication to
City) will need to be done either by a separate instrument that will need
to be prepared by the applicant, reviewed and accepted by the City, and
recorded, or by execution of the attached "letter agreement." Whichever
arrangement you prefer would be acceptable to the City, but will need to
Christopher Meany
February 29, 1996
Page 3
be completed prior to Public Works issuing clearance for the demolition
or building permits for future work.
I hope this has clarified and updated the status of the conditions that must be satisfied prior to
Public Works releasing clearance to the Building Division for the demolition and building
permits for Phase III. Please let me know if you have any questions.
Sincerely,
7n[ti~i&. tPU~?~1tivJ-...
Michelle Quinney /
City Engineer
cc: John Wilson, Webcor Builders, 2755 Campus Dr., Ste. 175, San Mateo 94403-2514
Martin Parissenti, Brian, Kangas, Foulk, 981 Ridder Park Dr., Ste. 100, San Jose 95131-2305
Joe DeCredico, ELS, 2040 Addison St., Berkeley, CA 94704
Darryl Jones, Senior Planner
Frank Cauthorn, Building Official
File EP #95-223
File EP #95-228
File UP 94-08/94-19
J:\MQ\PRYD02
LETTER AGREEMENT BETWEEN THE CITY OF CAMPBELL
AND PRUNEY ARD ASSOCIATES FOR FUTURE DEDICATION
OF EASEMENTS AT 1875 S. BASCOM AVENUE
The following easements and dedication will be included on the parcel map for the 1875 S.
Bascom Avenue:
-Dedication of additional right-of-way along Bascom Avenue to the new back of walk. (See
condition #7 of Resolution No. 8776).
-Dedication of storm drain easement along westerly boundary of Pruneyard (Condition 5K-3 of
Resolution No. 8776).
-Dedication of signal maintenance easements for maintenance of traffic signal equipment at the
Campbell Avenue/Union Avenue intersection and at the Bascom Avenue/North Pruneyard
driveway intersection.
The parcel map including these easements will be filed within 6 months from the date of this
letter agreement. If the map is not filed within 6 months of this agreement, separate documents
providing the required dedications and easements will be prepared by PRUNEY ARD
ASSOCIATES for the City's review and recording.
AGREED TO THIS
DAY OF
.1996.
PRUNEY ARD ASSOCIATES
By:
CITY OF CAMPBELL, a municipal corporation
of the State of California
By:
Public Works Director
\.~,<;:~ ~,~~--,=->\.....>1.
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ADMINISTRATiON
RECEIVED
FEB 2 0 1996
CITY OF CAMPBELL
PLANNING DEPT.
RECEIV'EC
FEB 28 1996
SMITH & SMITH
..;
Landscape Architects
Environmental Planners, Inc.
Pruneyard Shopping Center
Existing Tree Survey
TR95004.DOC
Pruneyard Shopping Center
Existing Tree Survey
S&S# C&C# Size Tree Type Comment
1. 34A 4" Oak Fair
2. 35A 9" Elm Fair
3. 102A 10" Canary Island Date Palm
4. 104A 13" Canary Island Date Palm
5. 36A 9" Pistachio
6. 38A 7" Ligustrum
7. 39A 14" Blackwood Acacia
8. 40A 12" Ash
9. 41A 12" Ash
10. 42A 23" Eucalyptus White bark
11. 43A 10" Camphor
12. 44A 23" Ash
13. 45A 9" Ash Poor
14. 46A 12" Incense Cedar
15. 47A II" Ash Poor
16. 48A 7" Ligustmm
17. 19" Ash
18. 5lA 13" California Pepper
19. 52A 16" Eucalyptus Silver Dollar
20. 16" Ash Poor
21. 54A 17" Monterey Pine
22. 56A 29" St Pine
23. 57A 25" Elm
24. 58A 33",17" Deodar Cedar (M) Dangerous
~ 25. 59A 48" Canary Island Date Palm 45' - 50' Tall
26. 60A 9" Quercus Lobata
*27. 61A 34" Canary Island Date Palm 45' - 50' Tall
28. 63A 6"
29. 64A 6"
30. 65A 6"
31. 66A 7" , 7" Bottlebrush (M)
32. 69A Olive
33. 70A Magnolia
34. 71A Magnolia
35. 73A Magnolia
36. 76A 12" Privet
37. 81A 5" Privet
38. 82A 4" Privet
TR95004.DOC
Pruneyard Shopping Center
Existing Tree Survey
S&S# C&C# Size Tree Type Comment
39. 10" King Palm
40. 18" Elm
41. 79A 3" Cherry
42. 80A 4" Cherry
43. 77A 9" Ligustmm
44. 78A 9" Ligustrum
45. 9" Ligustrum
46. 14",7" Blackwood Acacia (M) Poor
47. 10" Ligustrum
48. 9" Bottlebrush
49. 14" Deodar Cedar
50. 14" Deodar Cedar
51. 14" Deodar Cedar
52. 23" Poor
53. 19" Eucalyptus syderoxylen
54. 19" California Pepper
55. 28C
56. 27C Olive
57. 26C Olive
58. 25C Olive
59. 24C Olive
60. 23C Olive
61. 22C Olive
62. 21C Elm
63. 55B 11",8"8" Olive (M)
64. 54B 11",3" Podocarpus (M)
65. 52B 4",12" Podocarpus (M)
66. 51B 11" Podocarpus
67. 56B 12" ,8",18" Olive (M)
68. 57B 9",10",11" , 11 " Olive (M)
69. 53B 10" Podocarpus
70. 50B 6",6" Podocarpus
71. 49B 10" Podocarpus
... 72. 48B 9" Magnolia
~ 73. 47B 12" Ligustrum
74. 46B 11" Loquat
75. 37C Olive
76. 36C Olive
TR95004.DOC
Pruneyard Shopping Center
Existing Tree Survey
S&S# C&C# Size Tree Type Comment
77. 35C Olive
78. 38C Olive
79. 67C 16" Elm
80. 66C 12",12",13" Olive (M) Fair
81. 65C 10",12" Olive (M) Fair
82. 40C 23" California Pepper/Schinus molle Fair
83. 39C 18" Elm
84. 20C 12",12",13" Olive (M) Fair
85. 10" Olive Fair
86. 19C 12" Olive Fair
87. 10" Olive Fair
88. 18C 22" Olive Fair
89. 16" Canary Island Pine/Pinus canariensis Fair
90. 41C 10" Stone Pine
91. 42C 9" Elm Fair
92. 43C 11" Elm Fair
93. 15C Olive
94. 14C Olive
95. 45B 9",9",9",12" Olive (M)
96. 44B 9",14" Olive (M)
97. 43B 8",9",13" Olive (M)
98. 42B 12" Elm
99. 41B 9",9",9" Olive (M)
100. 40B 10",10" Olive (M)
101. 39B 10" ,9" ,9" ,8" Olive (M)
102. 13C Olive
103. 12C Olive
104. llC Olive
105. 10C Olive
106. 9C Olive
107. 8C Olive
108. 7C Olive
109. 52C 12" Pinus Canariensis
110. 44C 9" Elm
111. 6C 16" Pinus Canariensis
112. 109A 6" Podocarpus
113. 110A 4" Ligustrum
114. 3",3",5" Bottlebrush (M)
TR95004.DOC
Pruneyard Shopping Center
Existing Tree Survey
S&S# C&C# Size Tree Type Comment
115. 45C 9" Elm
116. 46C 9" Elm
117. 2",8",4" Olive (M)
118. 50C 7",9",13" . Olive(M)
119. 49C 12" ,9" Olive(M)
120. lC 6"
121. 2C 15" Redwood
122. 5C Olive
123. 4C Olive
124. 3C 13",8" Olive(M)
125. 3" Pinus Canariensis
126. 8" Bottlebrush
127. 6A 10",13",16" Olive (M)
128. 7A 12" Australian Willow
129. 7AA 12" Australian Willow
130. 8A 6" Chinese Pistache
131. 9A 6" Ligustrum
132. llA 21" Eucalyptus
133. 13A 12" Australian Willow
134. 14A 24" Pepper
135. 15A 8" Bottlebrush
136. 16A 8" Bottlebrush
137. 17A 8" Bottlebrush
138. 18A 9",3" ,2" Bottlebrush (M)
139. 38B 12" Elm
140. 37B 18" Elm
141. 36B 10" Elm
142. 105A 16" Pinus Canariensis
143. 106A 12" Pinus Canariensis
144. 107A 10" Pinus Canariensis
145. 108A 18" Pinus Canariensis
146. 19A 12" Camphor
147. 20A 13" Pinus Canariensis
148. 21A 8" Camphor
149. 22A 9" Ligustrum
150. 23A 15",14" Olive (M) Fair
151. 24A 11" Elm Fair
152. 26A 6" Privet Fair
TREESRVY.DOC
Pruneyard Shopping Center
Existing Tree Survey
S&S# C&C# Size Tree Tllpe Comment
153 27A 9",12" Olive (M) Fair
154. 30A 7" Privet
155. 31A 13" Olive
156 14" Olive
157. 29A 9" Privet
158. 28A 7" Privet
159. 99A 10" Cedar
160. Hollywood Juniper
161. Hollywood Juniper
162. Hollywood Juniper
163. Hollywood Juniper
164. 35B 23" Deodar Cedar
165. 34B IT' Stone Pine
166. 32B 22" Stone Pine
167. 98A 13",15" Redwood (M)
168. 87A 8" Magnolia
169. 88A 7" Magnolia
170. 89A 12" Magnolia
171. 90A 7" Magnolia
172. 91A 8" Magnolia
173. 86A 11" Camphor
174. 100A 9",6",5",5" Loquat (M)
175 I01A 9",6",6",9" Loquat (M)
176. 17B 5",6",7" Olive (M)
177. 16B 9", 11 " Olive (M)
178. 15B 10",12" Olive (M)
179. 14B 9" ,9" ,9" Olive (M)
180. 85A 11" Olive
181. 13B 9",9" Olive (M)
182. 12B 11",11" Olive (M)
183. lIB 8",10",11" Olive (M)
184. lOB 8",10" Olive (M)
185. 9B 7",12" Olive (M)
186. 8B IS" Myoporum
"It 187. 2B 10" , 1 0" Olive (M)
.. 188. 3B 7",7",7"3" ,8" Olive (M)
If 189. 4B 7" , 7" , 7" , 7" , 7" Olive (M)
~ 190. 5B 9" ,8",14" Olive (M)
TR95004.DOC
. . .
Pruneyard Shopping Center
Existing Tree Survey
S&S# C&C# Size Tree Tvpe Comment
191. IB Redwood
192. 6B 14" Magnolia
193. 5' Ficus
194. 7B 12" Magnolia
195. 5' Ficus
196. Ficus
197. Ficus
198. Ficus
199. Ficus
200. Ficus
201. 28B 16" Magnolia
202. 6" Ficus
~ 203. 26B 9",10",10" Olive (M)
* 204. 27B 8",8" ,8",4",7" Olive (M)
* 205. 25B 10" ,8" ,8" Olive (M)
206. 29B 11" Magnolia
207. 30B 14" Magnolia
208. 31B 10" Loquat
209. 19B 10" Magnolia
210. 20B 10" Magnolia
211. 18B 10",11",12" Olive (M)
*" 212. 24B 5",8",9" Olive (M)
"* 213. 23B 7",8",8",8" Olive (M)
~ 214. 21B 50" Canary Island 1 Date Palm
215. 84A 10" Monterey Pine
216. 83A 9" Chinese Elm
TR95004.DOC
City of Campbell . Traffic Engineering . Memorandum
DATE:
November 14, 1995
SUBJECT:
Chuck Gomez,r!?eyelopment Review
Peter Eakland \J~
Pruneyard Civil Design
TO:
FROM:
Attached are comments from traffic engineering.
COMMENTS FOR PRUNEYARD OFF-SITE IMPROVEMENT PLANS
Drawing C-2:
1. ADA requires separate wheelchair ramps serving two crossing directions for new
construction. Is this a modification or new construction?
2. Calculate street light level to conform with City standards
3. Lcate tree well location to not cause blocking street light lumination. Eliminate one tree
well for each street light if necessary
4. Locate tree well location to not cause blocking visibility of signal heads
5. Sidewalk should extend all the way along the driveway
6. Will drainage inlet trip bicycles
7. Show all existing/to be removed/to be relocated/new signs and posts
8. Show "no stopping" and bus stop signs/posts
9. All roadside signs need to be in front of tree well, not behind it
10. Transit district has requested bus stop west of Union Avenue.
Drawing C-3:
/
/
1. Suggest City standard driveway entrance or 10' radius for the midblock driveway
2. Sidewalk should extend all the way along the driveway
3. Calculate street light level to conform with City standards
4. Locate tree well location to not cause blocking street light lumination. Eliminate one tree
well for each street light if necessary
5. Locate tree well location to not blocking visibility of signal heads
6. Will drainage inlet trip bicycles
7. Show all existing/to be removed/to be relocated/new signs and posts
8. Show" no stopping" and bus stop signs/posts
9. All roadside signs need to be in front of tree well, not behind it
1 O. Dimensions of bus shelter pad and concrete bus pad should conform to transit district
standards (see attached). Pad should be 50 feet. Also note that 8 feet of clear sidewalk
is required in front of shelter. The latest district standards have been updated to reflect
ADA requirements.
11. The issue of bus duckouts on Campbell needs one last airing internally, I think. The
current positon is none are required as part of this project. My recommendation is that
one should be placed where the shelter is located. Transit district has requested a 10
foot clearance, which results in a 22 foot outside lane. Thus, the duckout would only
I ~/~eet in depth. During the day, this stop has 75 boardings and 46 alightings,
with approximately 30 percent occurring the peak hour of travel. This level of demand
will require that each bus will be stopped for a significant period of time. It makes
sense from a safety and capacity perspective to install a duckout at this location.
j : \jessep \ wpfile \campbell \prunyard. 2
COMMENTS FOR PRUNEYARD OFF-SITE IMPROVEMENT PLANS
Drawing C-2:
1. ADA requires separate wheelchair ramps serving two crossing directions for new
construction. Is this a modification or new construction?
2. Calculate street light level to conform with City standards
3. Lcate tree well location to not cause blocking street light lumination. Eliminate one tree
well for each street light if necessary
4. Locate tree well location to not cause blocking visibility of signal heads
5. Sidewalk should extend all the way along the driveway
6. Will drainage inlet trip bicycles
7. Show all existing/to be removed/to be relocated/new signs and posts
8. Show "no stopping" and bus stop signs/posts
9. All roadside signs need to be in front of tree well, not behind it
10. Transit district has requested bus stop west of Union Avenue.
Drawing C-3:
1. Suggest City standard driveway entrance or 10' radius for the midblock driveway
2. Sidewalk should extend all the way along the driveway
3. Calculate street light level to conform with City standards
4. Locate tree well location to not cause blocking street light lumination. Eliminate one tree
well for each street light if necessary
5. Locate tree well location to not blocking visibility of signal heads
6. Will drainage inlet trip bicycles
7. Show all existing/to be removed/to be relocated/new signs and posts
8. Show "no stopping" and bus stop signs/posts
9. All roadside signs need to be in front of tree well, not behind it
10. Dimensions of bus shelter pad and concrete bus pad should conform to transit district
standards (see attached). Pad should be 50 feet. Also note that 8 feet of clear sidewalk
is required in front of shelter. The latest district standards have been updated to reflect
ADA requirements.
11. The issue of bus duckouts on Campbell needs one last airing internally, I think. The
current positon is none are required as part of this project. My recommendation is that
one should be placed where the shelter is located. Transit district has requested a 10
foot clearance, which results in a 22 foot outside lane. Thus, the duckout would only
have to be 5 feet in depth (inside lane is 17 feet), with tapers of at least 65 feet inbound
and 115 feet outbound. During the day, this stop has 75 boardings and 46 alightings,
with approximately 30 percent occurring the peak hour of travel. This level of demand
will require that each bus will be stopped for a significant period of time. It makes
sense from a safety and capacity perspective to install a duckout at this location.
j: \jessep\wpfile\campbell\prunyard.2
40'
MONOUTHIC SIDEWALK AND
/ PASSENGER PAD
5'
I ~
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5'
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SIDEWALK (TYP) I..
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WITHOUT SHELTER
CONDUIT STUB UP LOCATION.
/PROVIDE NO. 5 PUll BOX
~ MONOUTHIC SIDEWALK, PASSE:-iCER
~ 2' II 0 .PAD AND SHELTER PAD
I 7' / 5'
5' . 25' .. I Gl
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40'
=..-===..-..
BUS PAD WITH
WONOUTHIC CURB
I .
50'%
.1
BUS STOP AND PASSENGER PAD
WITH SHELTER
SANTA CLARA COUNTY TRANSIT DISTRICT
BUS STOP CONFIGURATION
FIGURE 20
LESS THAN 20 MPH APPROACH SPEED
CORE AREAS. LOCAL STREETS
/'" EXISTING FOC
I (TYP)
-----------------------------
:.~--:~-:::------------------_.
(TYP)
50' MIN
VEHICLE DIRECTION
...
::-_-::-_...-_.,::.-----_...-_...--.,:,..:..:.......-~ "." +:
50' MIN
T
\ 10 }of PH MERGER
~ PCC PAVEMENT WITH MONOIJTHlC CURB.
FOR DETAILS REFER TO FIGURE 26.
VEHICLE DIRECTION
..
20 TO 30 MPH APPROACH SPEED
MAJOR ARTERlALS
:============~. 'lF~, "~==============
". MIN T ----J 60. MIN I
100' DESIREABLE 100' DESIREABLE
VEHICLE DIRECTION
..
30 TO 40 MPH APPROACH SPEED
EXPRESSWAYS
::====:~-:
t .
JO'
~
~===:
125' MIN
180' DESIREABLE
T
225' MIN
FOR 20 MPH MERGER
PLAN VIEW
NOTE:
T (TANGENT LENGTII) = 55' REQUIRED FOR ONE BUS STOP.
= 55' + 70' (X-I). WHERE X = I OF BUSES
(USE AT MAJOR TRANSFER TERMINAL)
SANTA CLARA COUNTY TRANSIT DISTRICT
TYPICAL BUS DUCKOUT
FIGURE 22
----------------------------------------------------------------------
SIDEWALK
F.O.C.~
---------
--------
uP7-------
rA
C C "B B
C C
ill
CIl
lo.I
;:
Q ~
LA
I,
10':1:
TYP
~ I
50'% TYP
SAlfCUT AND EXCAVATE EXISTING PAVEMENT,
INCLUDING CURB It GUTrER. REPueE WITH
p.e.c. PAvEMENT SECTION AND MONOUTHIC
CURB & GUTrER.
PLAN VIEW
"WHEN PAD IS 75' OR LONGER, PlACE EXPANSION JOINT
AT 1/2 THE LENGTH OF THE p.e.e, PAD. IN LONG PADS.
EXPANSION JOINTS SHALL BE pueED AT APPROXIMATELY
75-FOOT INTERVALS OR AS SPEelnED BY THE ENGINEER.
r6- I
.--....,.----------
.:I~:~~_____l
"~J
9" *4 DOWEL
AT IS' o.e.
(OPTIONAL)
-"''''1
....:..~
.,~
10' - 12' VARIES ~
MATCH EXISTING CURB I< CUTTER - ___
USE LOCAL CITY STANDARDS AS REQ'D ________________
---------
j 8 1/2" eL. A p.e.c.
If/POLYPROPYLENE EXISTING
FIBERS PAVEMENT
...,~ S" CUSS 2 AGG.
BASE - 95~
.,~ COMPACTION _______________.
~~ .----------
'f""" ,
'-- 95'= RElATIVE COMPACTION
ON NATIVE SOIL
~. 004
o~."
-. .
.- ..
~:"'"
.~~l.
SECTION A-A
CONCRETE PAD W/MONOUTHIC
CURB &: GUTTER
SECTION B- B
1/4 BARS TO
STABJUZE , 9
DOWELS \
tl~.::'..
P.C.C I !,: ......
-r-
Ace. BASE I c/:1/
--1 ·
DOBIE SUPPORTS ~
SECTION
2" X 1/4" WIDE SAWCUT CONTRACTION
JOINT. FILL WITH APPROVED WITH
APPROVED SEAUNC COMPOUND
1/9 DOWELS-18" LONG SMOOTH
r:: BAR @ J8" O.C. LUBRICATE
BOTH ENDS OF DOWEL
3"
r I
, 1- ::.1
I:~",~
;9 DOWElS-J8" LONC SMOOTH
BAR 0 18" O,C. LUBRICATE
INSTAU 3/4" WIDE FIBER FABRIC TO 1/2" BOTH ENDS OF DOWEL
BELOW FINISHED SURFACE. FlU RElotAINDE%
lnTH APPROVED SEAUNG COMPOUND: 1/4 BARS TO
ROUND CORNERS TO 1/4" R. \ '~STABIUZE I 9
, ,/ r 3" rWElS
"~~w~. 7!!1711 ~,~ 1-
AGG. BA~ I ~~~ / ~~~ I
I J '-f~r I
DOBIE SUPPORTS
~''''I I
u'1
'f~;'
C-C
EXPANSION JOINT
CONTRACTION JOINT
NOTE: FOR TEeNICAL SPECIFICATIONS REFER TO ATTACHMENT 1.
SANTA CLARA COUNTY TRANSIT DISTRICT
BUS STOP PA VEMENT DETAILS
FIGURE 26
TECHNICAL SPECIFICATIONS
1. P.C.C. pavement with monolithic curb and gutter sball conform to the provisions in Section 40,
.. PORlLAND CEMENT CONCRE1E PAVEMENT," and Section 90, .. POR1LAND CEMENT
CONCRETE" of the State Standard Specifications and these special provisions.
2. P.C.C. pavement shall be class A with a compressive strength of 4000 psi at the age of 28 days.
Polypropylene fibers (Fibennesh or approved equal), length 112", shall be added to the concrete at
a rate of 1 1/2 lbslcy.
3. After spreading and compacting. P.C.C. shall be given a preliminary finish which shall be smooth
and true to grade. In advance of curing operations, the pavement shall be given a final rough broom
finish with grooves having a depth of 1/8" perpendicular to the curb and gutter.
4. All newly - placed concrete shall be cured in accordance with the provisions in Section 90-7. "Curing
Concrete," of the State Standard Specifications. Curing compound to be used shall be applied to the
P.C.C. following the surface finishing operations immediately before the moisture sheen disappears from
the surface and before any drying. shrinkage or craze cracks begin to appear. Curing compound shall be
applied at a nominal rate of one gallon per 150 square feet At any point, the application rate shall be
within +/- 50 square feet per gallon of the nominal rate specified.
5. Sawcutting of the contraction joints must be performed within 24 hours after concrete has received
final surface finish.
6. Contractor shall protect P.C.C. pad as specified in Section 90-8.03, .. Protecting Concrete Pavement."
Where public traffic will be required to cross over new pavement, and if directed by the Engineer, Type
ill Ponland Cement shall be used in concrete. When Type ill Ponland Cement is used in concrete. and
if permitted in writing by the Engineer, the pavement may be opened to traffic as soon as the concrete
has developed a modulus of rupture of 5S0 pounds per square inch. The modulus of rupture will be
determined by California Test Method 523.
No traffic or Contractor's equipment, except as hereinafter provided, will be permitted on the pavement
before a period of ten (10) calendar days bas elapsed after the concrete has been placed, nor before the
concrete has developed a modulus of rupture of at least SSO pounds per square inch. Concrete that fails
to attain a modulus of rupture of SSO pounds per square inch within 10 days shall not be opened to traffic
until directed by the Engineer.
Equipment for sawing contraction joints (weakened plane joints) will be permitted on the pavement as
specified in Section 40-1.08B, "Weakened Plane Joints," of the State Standard Specifications.
7. Contraction joints, expansion joints and gaps between the P.C.C. pad and the existing pavement
section shall be cleaned and sealed prior to permitting traffic on the pad. Removable cap joint shall be
placed around the perimeter of the concrete pad excluding cum and gutter. Joint sealing compound shall
be type "A" joint seal and shall conform to the provisions of Section 5 1-1.12F of the State Standard
Specifications. The Z component polyurethane sealant shall be State Specification 8030 - 611 - 01 or
approved equal.
SANTA CLARA COUNTY TRANSIT DISTRICT
BUS STOP PAVEMENT DETAILS
A TrACHMENT 1 FOR FIGURE 26
LAST TRANSACTION REPORT FOR HP FAX-700 SERIES
VERSION: 01.02
FAX NAME:
FAX NUMBER:
CAMPBELL PUBLIC WKS
408 3760958
DATE: 27-FEB-96
TI ME : 1 0 : 52
QAIE I1ME REMOTE FAX NAME AND NUMBER
27-FEB 10:48 S 408 436 1194
DURATION EG RESULT
0:03:46 8 OK
DIAGNOSTIC
66384010019E
;II( l'l: l'Ir: *)II{;II()III:;II( lIC;II(:IIo:)II(;II(:I'I:;II( l'IC JIIt;ll( *;11(;11( * * * * * "';II( l'l: * JIl:)Il:;II( l'l: * *;11( Ill: ':IlI;)Il(;II(]II( l'l: lI'C;II( "';11()11( It. * * 11: lie *)11(;11( *;11(;11(;11( lI( l'l: *)11(;11( lIC lIII: lIe)lll(;II(;II(;II( lie 1( *)I\:;II()II(;II()I(:II( JlIr: Ill;ll( l'IC:JIC;II()III: *
S=FAX SENT
I=POLL IN(FAX RECEIVED)
O=POLLED OUT(FAX SENT)
TO PRINT THIS REPORT AUTOMATICALLY. SELECT AUTOMATIC REPORTS IN THE SETTINGS MENU.
TO PRINT MANUALLY. PRESS THE REPORT/SPACE BUTTON. THEN PRESS ENTER.
Brian Kangas Foulk
Engineers . Surveyors . Planners
; I
--
MEMORANDUM
DA TE:
February 22, 1996
TO:
Harold Housley, City of Campbell
FROM:
Martin Parissenti
TRANSMITTED:
One (I) Page Via Fax to 408/379-2572
SUBJECT:
Pruneyard Shopping Center - Offsite Plans
The cost Estimate prepared by BKF for the offsite work are current. These 12-5-95 Estimates are
included for your review.
cc: Joe DeCredico 510 843-3304
~Q
,4
~ ~CQ
(; 0;; ~ ~.
~ ~ "' .,0
4. V t'~ .,~... ~
v .IN ,\..I ~~
"'\ :;0" ~"
Q~~
~
MBP:bh
K:\DESIGN\9S6023\MEMOS\M0I.DOC
Page 1 of 1
931 Ridder Park Drive, Suite 100 . SanJose.CA 95131-2305 · 14081436-7500 · FAX(4081436.1'94
10'd v611 9~v 80v
IS .::1>18
00:91 9661-cc-83.::1
crrv Of' CAMPBELL
PUBLIC -,wORXS DEPAltnmNT
CITY ENCINEER'S CONSTRUcnON SURETY COST ESTIMATE
AddRa PrwIeyan:l Shopping CanCf . SigD8l5 II Campbel1/Union and BlSCOmlEmrancc
EncnIacIIJnem Pcnnil No.
l1'EM
NO.
I.
DIIe 121)4195
Applicaoon No.
UNrr I'RICES POR PROJECI' AMOUNT
QU~ <$3CK S30KIDSl~K >$I~K
DESCIUPT10N
DEMOLmONlt:1.E.AJUNG
Cll.tJUNG 4: GRUBBING
LS
LF }))~~:
.. ......
SY ~:}::~..<<i:
LP :::::}::~.~:
.0 ......
....... ..............
800 SF <:}~:~~~
EA
. ,.. .
LF ~~\)~~
LF :;:::::::~<!Q:
... ......
...........
LF )\~~t~~~
u= ~:)~)~:
I.:f :::::::;:~~:
u= r\U~~:~~:
EA :~:~~~~
EA \~~;~~:
..
EA ~)?~m~~
EA ::;}~~~:
SF ':':':':'j~~~9:
S~." ...........0.;.0."'0. ,
~r .:.:.:.:.:.~:~.~ .:
1.
2.
SA warr P.C.CJA.C.(UP TO 61
3.
P.C.c. REMOV AI.
4.
CURB AND (itJT'TEIt RlMOV AL
5.
M2DIAN' REMOV AI.
6.
DEMOUSH EXlSTINCi INlEtJPLUG 1lCP"S
D. STORM DRAINAGE
1. 12" R.C.!'. (CLASS V)
2- IS. a.c.P. (CL.ASS Dl)
3. 18' JlC.P. (CLAsS m)
4. 24"Il.C.P. (CLASS m)
5. 30" Jt.C.P. (Cl..A.SS m)
6. T.V.INSPEC'I10N (12")
7. STD. DRAINAGE INlEr
(C.c. DEl" AD.. 9)
I. FLAT GkAlE INLEr
(C.c. DETAIl. 6)
9. STANDARD MANHOLE
(C.5JmETJoJLD-ll)
(INCLUDES PRAM! " LID)
10. BREAK AND !mER M.HJD.l.
m '. CONCREm lNPIlOVEMEN'IS
1- SIDSW ALK
2..
DRIVEWAY APPROACH
12114195
c0'd v611 9~v 80v
S5.000.00
53.00
$2.3.00
53.00
S2.2.S
$ AMOUNT
52.00
510.00
52.00
Sl.2S
53,600.00
--,.-
540.00 520.00
$48.00 $38.00
560.00 SS2.00
568.00 S59.00
$15.00 565.00
SO.7j 50.60
SI.300.00 51.000.00
51.100.00 5900.00
Sl,600.oo
5550.00
$4.50
55..50
rs .::1>18
51.300.00
..
$450.00
52.75
53.75
Page] of 5
10:9t 966t-cc-83.::1
I'T.EM UNIT PRICES FOR PROIECT AMOUNT
NO. DESCRIP'IlON QU~ <5lOK 530 K ID SlSO 1C. :;> USO K 5 AMOUNT
3. CURB AND OUTlER l.Jl :::::::::$n.(j(j: 518.00 51S.OO
.... .......
. ...... ....
.............
II. 'I. ,II"
..... ......
. ........,.
...........
4. V AlllY OUTTER. Sf ::::::::;s:ii~; 510.00 SI.2S
......... ..
. . . . . . I , ~ . .
...........
...........
"0' .......
.... .......
...........
5. HN'lDIC\P RAMP EA. !;!i~~fmmi 5800.00 $100.00
u:
6- T'YPE 8-1 CURB :;:::::::Sii.oo; 59-50 51..50
......0... .
....... .....
.... II- ....
...........
... .... ....
...... .....
..0........
7. TYPE AI-B3 CUD LF :::::}l.l~.OO: 512.00 5JO.00
.. .........
.. ... ......
... ........
. ...."".,
............
.1..... ....
"'" ......
8. COBBLESTONE MEDIAN SURFACE SF :::;:::;:s:Wii): $8.00 5S.OO
...........
....... .,.,
...........
..... ........
...." -,I"
... ..... ...
...........
,."",, ...
9. P.C.C. DRlVEW A Y CONFORM Sf ~1!1~~ij~1it;j1 SS.sO $4.50
10. ",c. DRIVEWAY CONFORM Sf 53." $3.00
lllii:lilll
IV. PAVEMENT
1. ASPHALT DlOOUT AND REPLACE a DoSO $2.50
2- PAVEMENT WEOOE cur (6") 1.P ;:::;:;:::;5:5:00: ~ SI.50
... ........
...........
., ..... ",.
....... .....
....... ....
...........
........ ...
3. PA VEMENT GRINDING Sf :::::::;:::SQ.:80: $0",0 50.35
. ...... ....
.... .......
...........
..... ......
...........
...........
.. 'I'll""
4- PAVEMENT PABRJC (PETRO.MA T) Sy :::::::::::nOCi: sus 51.50
............
. ... .......
..... ......
............
...... .....
..... .".',
...... .....
s.. ASPHALT CON~ (TYPE: A) T ...,.....,......~.
r?~~m~:) S5O.00 S35.00
6. AGGRBciATE BASE (OJ.SS 2) T ::::}:~<<I: $20.00 512.00
........ ....
.."." ...,
...........
...........
'"111'11'"
........... .
...........
I..........
? SL\lRRY SEAL (TYPE U) Sf '. ........ 'iO:cn.' $0.06 50.05
>:-:.>:-: . ,"
......, ,.1.
....... .....
... ........
1,.0 ,.,. .,'
.... .......
.............
...,. ......
sr ... .........
8. SLURRY SEAl. (TYPE m) : : : : : SQ,lj: 50.09 SO.07
'::::!.:'.!'j:':::!
v. nAnlC SIGNAlSLIGBTS
1. DEnCTOJt. LOOP (6' ROUND) 9 V. . . . S4"5O :Clcr S300.00 5150.00 54.OS0.00
i1:':!.
2- DETBCrOR LOOP c6' x 30' EA ss.o.oo SUO.OO
3. DEJECTOR LOOP (6' x sO') EA )(~~~ $750.00 5640.00
.............
...........
. . ..... .....
...........
...........
... ......,.
4. ELECnOLmR EA :ji~.~~ S2.2OO.OO 51.800.00
...........
t.. ,......,
........... .
............
....' .......
........... ..
5. J lIT RIGID CONDurr INTER u :::::::;:::s:9.:oo: $7.00 ss.oo
............
....... .....
...........
...... .....
...........
......."..
...........
......... ...
6. 2- RIOID CONDUIT u: ......... .. $13.00
2SO ;::::::::~:r",<lq: $10.00 $4.250.00
12114195
(0'd v611 9(v 80v
IS .:l>i8
Page 2 of S
10:91 9661-cc-83.:l
nEN
NO. DESC'lUPJ10N
7. CONDUCTOR
8. PULl. BOX (NO.3 (12)
9. PUll BOX (NO.5)
10. AUTOSCOPE SYSTEM
)J. POLE WJTH MAST ARM
12- l-B POLE
13. SIGNAL HEAD
14. PED2S11UAN $JG/IlAL HEAD
15. El..!CTROlJER. SIGNAL POLE
16. CONn01.LER CABIJqf
17. SeRVICE CABINE1'
18- Pl1L1. BOXES
19. CABINEr POUNDAnON
VL S'I1UPING AMl SIGNS
I. REMOVE PVMT. MAJOONGS CP AIN'T)
2- REMoVE PVMT. MARKINGS mmRMO)
3. REMOVE P'VMT STRIPING
}
4. STRIPING DETAIl. ,
5. S'TRIPINC; DE! J\IL. 29
6. STRIPING DETJ\JL 32
7. SlRIPING DEtAIL 37 CTH.ERMO)
8. STRIPINa DETAIL 38 <THERMO)
9. STRIPING DETAIL 39
'.
10. STRIPING DET AlL 40
12114/95
v0'd v6tt 9~v 80v
UNIT PRICES roJt PROlECT J\MOUNT
> SljO X
SO.4'
QUANTlTIES < 530 K S30 K TO Sl,SO K
2SO LF :::::::;:::~~: SO~5
.. '0' ....
EA >;::~3.~.99:
.. . '. . .
" .a....,
I" ........
...... III.,
JJ ~ :~:)~~~
. ..........
...'.'........,.,.....
1 LS :~~~~~~
.... . "
o. .....0. .
~ EA >~~;~~:
..
. _....0
4 EA ~:>!~~W
18 EA ::::)~~~
6 EA \jm~~
4 !A <~~~~
....... ..
I EA {~#:~.~~
1 EA !?~m~!
2 : !I;I.
SF i!i!!t!i#fj!
..........-...,.,....
SP..........."~.
lP 1:1,[',,:,:1'
.... .......
. "',.. ....
...... ",..
1960 LF !i[!@!!!mt~i
SID Lf ii!i}W~#i
. ..... ...
S30 LJI !):};#~:
_0.. ....
U' ii?\!~!#l
:-:,:-:-:.:.:.;.;.:.:.
6"" LF :::::::::::~~;~o;':
7V :':::;:':;:~:0:::
1418 LP ifttiWffil!
300 LP ;~~~>~~~*~~
fS .::l>i8
S2AO.00
5350.00
SI.50
$2.00
SO.8O
SO.8S
$1.65
51.75
Sl.50
SUS
SO.IS
$].70
SJ8.S.00
$300.00
S1.00
SlAD
SOAD
S0.35
$1.20
SI.2S
Sl.00
51.15
SOAS
$1.00
S AMOVNT
5175.00
$4,400.00
530.000.00
szo.ooo.oo
$3.600.00
57 .2OO.OQ
$1.500.00
$4,000.00
$6,000.00
--.. -
$2.000.00
52,000.00
52.646.00
51,305.00
$1,272.00
$1, ~.oo
$2.127.00
5660.00
Page 3 of 5
20:9t 966t-22-83.::l
ITEM
NO. DESCRIPTION
n. LIMIT UJI/E
12. CROSSWALK
13. PAVEMENT MA.RKlNOS (PAIN1)
14. fA VEMENT MAltKJNGS (1ltER.MO)
15. PAVEMENT MARKER. (NON.REPL)
16. PAVEMENT MARKER CREf'UCTIVE)
17. TYPE K MAllKER
18. TYPE N MARKER
J9. SALVAGE ROAD SJGN
20. RELOCATE ROAD SIGN
21. INST. 1U>. SJGN ON lOOST. POLE
21- ROAD SIaN WITH POST
VJL LANDSCAPING
1. IRRIGATION. PlAN'TING WORK
2. PRtlmlTREEROOTS
3. nEE REMOVAL
4. ROOT BAIUUER (12")
S. ROOTBAIUUBR (lSj
6. S'TRET 11tEE (24" BOX)
7. mu:EI' ~(36" BOX)
8. TOP ~On. BACJC:fD.L
vm. MISCELUJGOVS
1. PEDESTItl1Jli BAllRIER
2- CHAIN LINK FENCE (61
3. RAJSE MISC. BOX TO GRADE
12/14195
~0'd v611 9~v 80v
UNlT PRICES FOR PROJECT AMOUl'IT
QlJANITllES < 530 K 530 K TO $150 k :> SI50 K
1.P :::;:::::::$1~~: 51.0S SO.9O
440 LF })~}!:#: SJ.OS 50.90
Sf //}~~~~~ 51.90 SUO
800 Sf :~~{>~~~ 53.80 $2.60
.. ,.. .
. ........
.. .t... ,'0
EA :)}~:~~:
FA <)~~~~~~
. ....... .
........ e-
0....... .,.
...........
FA ::::\:~.~:
......... ..
...........
... I. ......
..0 ........
.0. ........
'0' ........
EA :::::::::~~~:
.0.. .......
...........
......... ..
..... ......
FA ~\i)l;~;~#'!
PA ~jij~~;~~:~:
FA :)~~~~,;
11 FA ~~~?~~r~~
l.S ... .'
SA :::;::~,r='
E.A :~;~l~~f.9:
. ....... .
LF ~:~:}~~#i:
LF ~~~(:~~~~
............
!A :~:}~~i~
.......... .
....... .....
........ ....
...........
...........
u f;:~~"~
CY
u: ~~::::::~~#:
Lf ~j~!~t~~~j
!A {)~~.~:
$3.00
$4.15
$80.00
580.00
S7S.00
sas.OO
51.5.00
S:2~.OO
S2.50
5Joo.00
ssoo.OO
SI0.00
515.00
S315.00
$550.00
$60.00
sn.50
5200.00
rs ::1>18
$2.20
53.1S
570.00
570.00
S65.oo
S75.00
5110.00
$19S.00
S85.oo
5400.00
$6.00
510.00
S~o.oo
S4OO.oo
$50.00
59.2.S
SI75.00
S AMOUNT
5594.00
$4.400.00
--..-
S3.3oo.oo
..
Page 4 of 5
G0:91 9661-GG-83::1
ITEM lJNJT PRICES FOR f'ROJECT AMOUNT
NO. DESClUP'I'JON QUANTITIES cS30K 530 It TO S150 K > $150 k S AMOlJN1'
..... '0' ...
.... .......
.. ....' I ""
, ..........
............
4. RAISE MANHOlE TO GRADE EA ~~ji~\~~~~ $275.00 5200.00
s. INSTAlL MONl1lwl!NT BOX EA :::::::S4~.m: 53.50.00 5300.00
II .........
.0..........
...... .0' II
...........
..... ......
........,..
'0 .........
6. MEDIAN !lACXJIIU. CY :::::::::Jj9~ 517.00 $15.50
.. ...... .,.
...........
............
'II ........
............
.............
'..1,......
............
..............
7. snEEILlGHT RELOCAnON EA ........... S 1..200.00
.... ........
...... ...."
. ..........
............
....... ....
" .........
........ ...
0..... .....
.0...........
. ..........
.............
II!LOCA TE BUS SHEL:rS ............
I. EA .........,. S3.ooo.oo
.0.0. ......
...........
'0' .......,
...........
...............
...........
....1......
..............
.............
.. ..... ....
SF .............
9. PCCBUS PAD ............ 55.00
., ...... ,..
.... .......
...........
I..' ,. , .
SUBTOTAL 5110.804.00
PREPAltED BY: BKF . M. ParisseDIi CON'TlNaENCI!S II(,
TOTAl. CONmUJCTJON ES'IlMATE
REVIEWED !lY: PREUM. ENOINEERlNG 1&
OONST. ENOJNEERING .
APPI\OVED BY: TOTAL ESTIMATE
FAITHPUL PBPORMANCE SUREIY
K:\DBSIGl'I\9S6018\TRAmc.xLS
.
\
90'd v611 9~v 80v
IS .::1>18
PageS of5
~0:91 9661-cc-83.::1
12/14195
cITY or CAMPBELL
PVBUC WORP DEPAR'I'MENT
CITY ENGINEER'S CONSTRUcnON SURETY COST ESTIMATE
Addtas PRUNEY ARD SHOPPING CEN'lEt - O:FFS1lE ROADW A Y IMPROVEMENTS
~"*Iwem Pennit No. 9S.W
DBIIlI VI Sl9S
Application No.
lTEM :::::::::::tJNir~:z;QR:p.ROJECT.;u.sQVNr::
NO. DESCUpnON QUANmmS < $30 JC ::S311K(Q:$f~K: > 1150 K S AMOUNT
L J)EMOunONlQ..&.\JUNG ...
I. CLEAIUNG &: aOBBING LS
, .
2. SA WC1JT P,C.C.JA.C-(UP TO 6-) 1270 Lf S4.50 .....................j3.00. $2.00 53.810.00
, ~:::::~::}:::::::::....~.I:I::
.............. "
3. P.c.c. REMOVAL 443 SY $30.00 :;:::::::::;:::;::~~;~; 110.00 510.189.00
:::::::::::::::::::::S3:~; .
4. CURB AND GtJTTEIt ltEMOV Al 3833 LP 56.00 S2..00 SI1.499.00
............. ....
'.
s. MEDIAN REMOVAL SF S4.50 :::::::::::;:::::::::ii~:: 51.2S
, ................
6. DEMOUSH EXlSTING INLETlPLua RCP'S EA
.. :
D. SI'ORMDRAlNAGE
1. IZ- R.C.P. (CLASS V) 10 LF S60.oo \:::::::::::::;::M<i;ilii: 520.00 SCOO.OO
. .10
0.............
................
'" .......... I.'
2. 1.5" lLa. (C1.ASS m) u= 565.00 ....... .......... .~.l)6:. S38.oo
::::~~: ::::::~:~::" -:. >~..,.-:
3. 1.. R.C,P. (CUo.SS IlI) LP $70.00 ::::::::::{::::;:~~: 152.00
..................
....................
4. 24- R.C.P. (Q.ASS lD) LF 580.00 :: ;:::::;:;:::::::Sfj8:.oo: $59.00
.................
S. 30" 1Lc.p. (CLASS DI) LF S90.DO :::::::;:::::::::::S75:~~ S65.oo
, II......,......
.............. '0.
...................
6. T.V.INSPBCTION (1r) Ul SI.20 ~:~:~:~: ~:~:~: ~:~: ~ ~~~~~~: $0.60
7. sm. DRAINAGE! INLET 2 EA Sl,6OO.OO :::::::::::::5dt;t;;~: S1,OOO.00 $2.600.00
........... ......
111.....111... ..
(COC. DETAIL 9)
8. ~T GRATE INLEI' 1 EA 51.400.00 ~:~:~:::!:~:~~~:~: 5900.00 SI.100.oo
(C.c. DETAD. 6) ..
............... .
9. STANDARD MANHO~ EA 52..000.00 .............J.~(Ir S 1.300.00
::::::::::::;":':"::':-~'.<I:
(C.U. DET1JL D-11)
(JNCUJDES PRAME &: .IJI)}
....
................
........,.1.. ...
10. BR!A.K AND ENlD. MJUD.L EA $700.00 ;:::;:;:::::;:;:SS!G:OO: S450.oo 1<0
............ ....
................
m CONCRETE IMPJlOV1MEN7S
1. SIDEWALK 17S2S SF 56.50 :::::;:::;:;:::::;:::U:3li: 52.75 S7!.ll62..50
. ......, ........
................
..............
111111.'11......
2- DRlVEWAY APPROACH SF $7..50 ::::::::::;: ;:;: ;::::S5;Sa: S3.75
.. ....111.......
12/15/95
Page 1 of 4
~0'd v611 9~v 80v
rs .::1>18
~0:91 9661-cc-83.::1
rrEM
NO. DESCRIPTION
3. CURB AM> CiUTI'ER
4. V AU!Y GI../TT'ER
S. HANDICAP RAMP
6. TYPE B-1 CURB
7. TYPE Al.B3 CURB
8." COSBu:sroNE MEDIAN SURFACE
9. P.C.C. DRJVEW A Y CONFORM
10. A.c. DlUV!W A Y CONFORM
IV. 1"A VEMBNI'
1. ASPHALT DIOOlJI' AND REPLACE
'- PA VEMEI\rI' WEDGB CUT (6')
3. PAVEMENT GllINDlNO
4. PAV!MENT FABRIC (~Q..MAT)
5. ASPHALT CONCRETE (T'{PE A)
6. AOOREGATE BASE (CLUS 2)
7. S1.UUY SEAL (TYPE m
8. SLURRY SEAL (lYPE Dl)
v. TIlAFFIc SlGNALSILIGJITS
1. OE'J1lCTOR LOOP (6' ROUND)
2- DETECTOR LOOP (6'lI; 30')
3. DEtECTOR LOOP (6' ll. 50')
4. EIXnOLiER
5. 1 112" RIGID CONDUIT INTER
6. 2" IUOID CONDUIT
12/15195
80'd v6tt 9~v 80v
;::::::::::~itP.RlctS:POR:.~~Jiict:~Q~::
QUANTITlES < S30 K. ::$~~~q~;SJ~K:: > Sl~ K
1320 LP $22.00 ////J~~~~~{ 515.00
SF 512-'0 ~~<?{~)~~~~~~~ S8.25
.. ..0 ..... ....
,~'.'.oO.'. ..... .'.',,, ..........
10 ~ SI~.OO i~j!!ililii;it;tuj!
125 LJl 512.00 .:.:.;-:-:-:.:.:.:.::$9-.5a;
, .~<-:.:-:-:-:-:.:.>>>=.:.:.
...... .. "
...............,....,.,...,......
515.00 }!{{:>~~~~~:
S12 00 .............-;......$..;.;.;,;.
. i~}!?f~i?!}S~
$7.00 :::::::::3)f?~!!
s...50 t?i\n(~:!f
...........
'j ,..,'.........
IS.OO ;:::;:::::::::::::::~~:
15.00. :':~.':'.':':':':::.:'~:
SO.80 ::::::::::::::::::::~~~:
......... .....,.
S2.00 }::::::::)}:~~:~:
. . .........
0.. .......,.....
510.00 ~{f){iffl~i
..
...... ..0. ..0.
$010.00 ::::::;::::::{:~~:
...........,....
:;::::::~::::::::~::::::::::::::
SO.07 :::::::::::::::::::::~~:
........ . ...
SO.11 :}}~:~~r~:~~~Qii~
. ....... .........
................., .
.,."...........
FA S4S0.00 ~iii!i!iiiii!i!!~mti
EA S6S0.00 }::::::::::::~~:
.0. ........., I.
" .,............
EA 5900.00 :::?:::::::::~~:
EA 52.600.00 )/?!~W~
59.00 /?/~\;~:#~~
S17.00 :::::;:::::;:::::::SJ3;~;
9584 CP
371
1270 LF
1270 L1'
lJl'
SF
SF
SF
ur
SF
SY
T
T
SF
SF
rs =:l>l8
5700.00
57.$0
SIO.OO
$05.00
S4.50
53.00
S2.SO
51.SO
$0.35
S1.50
53.5.00
512.00
SO.0.5
SO.D7
5250.00
S440.00
5640.00
51.100.00
55.00
510.00
S AMOUNT
S23.760.00
58.000,00
51.187.50
<<
$33,56&.00
51a.s50.00
58.8510.00
516.510.00
Page 2 of 4
~0:91 955t-cc-83=:l
-
lTEM
NO. D~CRIP11ON
1. CONDVcroR
8. PULJ., BOX (NO.3 112)
9. PULL BOX (NO.5)
VI. n'JUPINC ANI) meNS
1. REMOVE J"VMT. MAJtJaNOS (PAJlIlT)
2. REMOVE l'VMT. MAlUCINGS (llfERMO)
.
3. REMOVE PVMT STRIPING
~. S'IlUPING DETAn. 9
S. STRIPING l>ETAJL 29
6. STlUPJNG DETAIL 32
7. S"I1UPING DErAIL 3'7 (THERMO)
8. STJUP[NO DE! AIL 38 (THERMO)
!iI. STRIPINO DETAIL 39
10. ST1lIPING DETAIL 40
11. LIMIT UNE
12- CROSSW AlJC
13. PAVEMENT MAlUCINGS (PAINT)
- -. 14. PAVEMENT MARKINGS C'IHBRMO)
15. PA VEM!NT MARKER (lIlON.REFL.)
16. PA V!M!NT MARKER (REPLECTlVE)
, 17. TYPE K MARXD
.
18. TYPE N MARKER.
19. SALVAGE ROAD SIaN
20. RElLOCATE ROAD SIGN
21- INST.ltD. SIGN ON EXIST. POLE
22- ROAD SIGN WTTH POST
12/15/95
60'd
t>6tt 9s;:t> 80t>
::::::::;::lfflrT::~~W:~~~~o.~::
QUANlTT1ES < S30 K ;S~~:te:S~~~ > SISO K
1270 1Ji 50.70 ;:;:::::::::;:::::::~~~~: $0.45
. ........ .......
....... .........
......... .......
. ....... '0. .....
. ..... .... II. >..
EA 5300.00 :}::::::::::;:~~;~: 5185.00
8 FA S4OO.00 :)}~<:~~~~i#.~ 5300.00
.
t I IIII IIIIII
..............
SF S2..S0 ;:?}?}J~~: 51.C)O
. ...............
.. ........... ...
..1... '.,",. '.t.
..... ........ ...
......... .......
... . .......
SF 53.00 }:::::::::::::::::~~~: suo
LF S1.40 }}})?~~~: $0.40
.. ........... ....
....... .........
l.F 51.35 ::::\:::::::::=}9:~~: SO.35
.. .. . ....
0" ..0 "0 ',,,
.... .... ... ....
lJl $US )~:~:~:~:~:~:}~~~*~: 51.20
......... .....
LP .........1..1..
52.40 ::::>:::::::::::::~~;~: SJ-ZS
U SLBS :~~r~rr~~J~#: 51.00
.. ..........
... ....... .........
U S2..S0 ;~:;:;:}~{{~~i~; SUs
1 'I!!! . .. .. . . . . .. . . . .. . . . .
&.r" suo ::::::(::;::::;::~~~; 50.45
I.:f S2.2O :}}}}~:~:~#~~ $1.00
..
.... 0'.0 .. 10'
LF 51.35 ::::::::::::::::::::~~i~: SO.!JO
.. .............
""""'11'" ,.
.................
..................
LP SUS ::\::::::::{:;:~~:~: $0.90
...............
.0. .... .....
...... ......,
.............
Sf S2.S0 :;}:::;:;:;:;:::::ij~; 51.60
...
SP 55.50 :~;>}}~{~~~~~ 52.60
EA S4.50 ~:)}?}~:~~:~: 52.20
EA 56.00 ::::::::::::::::::::~~$: $3.1S
EA 595.00 ::::::::/::::::~~: $70.00
EA S95.00 ~:}~:>}j~~~: S70.00
................
... ........ .....
!A S85.oo :::::):::::::::~~~r S65.OO
EA SI00.oo ::::;::::::::})#~: $15.00
!A S2OO.OO ::))})~~~;~: S 1"1 0.00
. ."......." ...
!A $300.00 ::::::-:-:::::::~~96: $19S.oo
[S =1>18
$ AMOUNT
S698..50
$2.100.00
Page 3 of4
t>0:9t 966t-22-83=1
1(;,,1'" '-I 1"".4'-'.4
IlEM
NO, DESCRlPTION
vn. I.ANDS<:APINC
1. IRRIGATION. PLANTJNC WORK
2. PRUNB TREE ROOTS
3. nu:E REMOVAL
~. ROOT BARRIER (12)
S, ROOT BARRIER (IS-)
,
6. STREET nEE (:24' BOX}
7. SIU::ET 1"RfE (36- BOX>
8. TOP SOn. BACKPILL
vm. MJSCELLI.NEOUS
L PEDESTKIAN BARRlER
2- CHAIN UNX FENCE (6')
3. RAISE MISe BOX TO GRADE
4. RAISE MANHOLE TO GRADE
S. lNSTAU. MONUMENT BOX
6. MEDIAN BACXP1LL
7. snmm..IOHT RaOCAnON
a. RELOCATE BUS SHELlER
9. PCX: BUS PAD
PREPARED BY: BKF M. PARISSENTI
REVIEWED BY:
APPROVED BY:
K.:\DESJGM9S6018\OFFRD.xI.S
12115/95
01'd v611 9~v 80v
::;:::;::::~if~tas:PuJt:'~~:~p~::
QUANl1TIES < $30 K $-~~:rQ;$:l~:K: > SlSO K S AMOUNr
.sse I..S
EA.
EA.
u=
LP
EA
3S EA
CY
I..f
J.P
EA
EA
EA
CY
8 EA
1 EA
320 51'
...... ..
.. .......... ...
::~::::/;:::;:::::"~:
.... ..........".
..... ..
... ... .
. ... ...
. ..... ." .....
................
...........'.......~.,.,........
SI25.oo ?)\i~~~~k:}~f;
~~: ~ ~ ~: ~: ~: ~: ~:~:::~;:::;:: ~; ~; ~
$650.00 ;.:.;.:.:-:.:.'.~~~.
, ,
....... .... ""
S20 00 ....'....'.....'..';.J.O:. 'M"
W~ il!I:II:iiiiil!~~I:
S4SO 00 ...........'....~;,:lD.
I ................~~::.....
. ... .. ....
....1. ... ."
.......'........'S.5.~.' .t>>.....
S7oo.00 :::::::::::::::::... .'. . .:
.. . ....
. ........,
.. ..........
............
. ..........
...........
. ............
.......,.,..
..... ....
..... ...
. ......
.. ..........
.. ...,.......,
'" .... ..........
.. .......... .....
.... ............
S7 ........,......'...S60:' .. '00' '.'
S.OO ~;~:;;y:~{\~?t/
SI5.00 :'::::;:::;:::::;::iii$:
... ..,....., ....
... .....
. "
.. '.,....
.'. ..........
......... ..........
..,.............
..................
$300 00 ...................;n;..:OO. '.'
. i\W/?81\/
S4OO,OO I!i!!!!ii!i[i!W~i~TIi
$450,00 ::::::::::;:::::S:jj6.0i}:
............. ....
. .........
, .. ..... .......
.... ..............
..................
,,,,,',,,,,,.,,..
$1'.00 :::::::::::::::::::si7~OO:
.."...... ,......
.., ...., ..,
. .......... ..
..... ....... ....
. '" ....... ....
. ..................
.............St2QO:. '." . . . l)P.' ".
. ...... .
;~:~:}!j~iti:<));
{}(}~r?r~
;:;:;;:::: :;::::::: ;:SS:0t5:
S8.550,OO
SS5.oo
S4OO.oo
S6.oo
SIO.OO
5150.00
,
S4OO.00 $1'..2S0,oo
SSO.OO
S9.2S
5175.00
$200.00
1300.00
SlS.so
59,600.00
13,000.00
SUBTOTAL
~
$1.600.00
$264,400.so
CONTINGENCIES
. TOTAL CONm.UCTJON ESTIMATE
PRBUM. ENGINEERING
CONST. ENGINEElUNO
s...
S...
TOTALESTIMAlE
FAJlHFUL PERFORMANCE SURElY
[S .::l>i8
Page 4 of 4
~0:9t 966t-cc-83.::l
OV'CA-it
. /J
!..~ '-. ".,.. ~~
"')J~ ~
W _ 'C' ,''$ r"
,,:;t ,
U'~.,-
1l1( f?J1~ S' (31)~(tf'^-
f~~A )
5 1{ -DB lup 9'1-/1
-" "-
1- ""'.." i....'''___ "
'" .,
fJo\' C H A V. '0 ,\.I
CITY OF CAMPBELL
Public Works Department
February 20, 1996
Martin Parissenti, P .E.
Brian Kangas Foulk
981 Ridder Park Drive, Suite 100
San Jose, CA 95131-2305
Dear Marty:
We have completed our initial review of the plans for the Bascom Avenue and Campbell Avenue
public improvements as submitted on December 15, 1995 for Encroachment Permit #95-223.
There is a substantial amount of information that is still needed to complete a comprehensive
review of these plans. The major items that are missing are outlined on the attached. Please
address the issues presented and resubmit the plans for a subsequent review.
We have also completed our initial review of the plans for the Bascom and Union intersection
improvements as submitted on November 20, 1995, for Encroachment Permit #95-278. OUf
comments for these improvements are marked on the plan set which we will give to you today.
Please return this comment set with subsequent submittals for our review.
Please be advised that it is our intention to complete subsequent plan reviews within ten working
days from the date of submittal. In order to expedite our review, it is imperative that all review
comments be addressed in future submittals, and that both plan sets be submitted together.
If you have any questions at any time regarding our comments, please give Harold Housley a
call at 866-2158.
-,
Sincerely,
-7lLJ11-1/~- a;L 00'UVJ~
Michelle Quinney, P.E.
City Engineer
Attachments: Plan Review Comments
Pavement Removal/Restoration at New PCC Improvements
Street Lighting Plans Bascom/Campbell
cc: Mr. Chris Meany, Pruneyard Associates (w/comments) Pruneyard Assoc., L.P., 1999 S. Bascom
Ave., Suite 200, Campbell 95008
File EP 95-223
File EP 95-278
j'\mq\pnyclpr
70 North First Street. Campbell, California 95008.1423 . TEL 408.866.2150 . FAX 408.379.2572 . TDD 408.866.2790
NEW PW FAX #;
408.376-0958
STREET IMPROVEMENT PLANS FOR
PRUNEY ARD SHOPPING CENTER
ENCROACHMENT PERMIT #95-233
PLAN REVIEW COMMENTS
FEBRUARY 20, 1996
GENERAL COMMENTS:
~+t Provide a complete set of plans. We have sheets 1-9 of 15. ~
)
, //1':>
The on-site landscaping and tree protection plans, as required in the conditions of
approval for S 94-08/UP 94-19, need to be developed, approved and incorporated into
these improvement plans. Please incorporate the appropriate portions of these approved
plans in both the demolition and civil sheets before the next plan review submittal.
..z: The Bascom Avenue plans are substantially deficient. Please provide stationing for
Bascom Avenue, the profile for Bascom Avenue, show stationing and offset for all
existing and proposed improvements, and address the additional concerns outlined below.
4. Provide cross sections for the entire width of Campbell Avenue (property line to new
Pruneyard property line plus 5 feet beyond) at ail of the following locations: the
beginning and ends of the project at each 100' station; at all BCs, ECs, BCRs, ECRs,
PRC's; angle points; at new and existing driveway centerlines, and any changes in street
width. Provide cross sections for Bascom Avenue showing centerline to 5 feet beyond
the new Pruneyard property line at all of locations mentioned above. Cross sections
must show all existing and proposed improvements and how conform to adjacent property
will be handled.
5. In plan views, plot and label all centerlines and monument lines and distinguish between
v the two. Show dimensions from centerlines to existing and proposed face of curb and
back of walk at beginning and end of project, at all angle points, at tt!! BCs and ECs.
6.
v'
/7.
For Campbell Avenue, our records indicated the distance from centerline to face of curb
on the north side is 45' and the distance to the property line is 47'. These plans
./' dimension differently. Please investigate and explain the difference. Show all utilities
clearly and label clearly per legend. Weare not able to determine which line represents
which utility.
In profile views, please show all BCs, ECs, GBs, HPs, LPs, PRCs, etc. Show TC
elevation at these locations and provide stations and offsets. Show flow lines through
proposed driveways. Show all utilities clearly. When showing storm lines, please
station all manholes with offsets and provide all invert information.
BKF to verify all TC elevations at all conform points. This cannot be left to Contractor
to verify.
(1
;. \
8. Show existing versus proposed signing and striping. This will require an additional plan
sheet(s) and include the following:
1.
2.
3.
4.
5.
6.
traffic sign locations shall be in front of tree wells, not behind tree wells
show bus stop sign locations
show II no stopping II sign locations
show bike lane stripes and sign locations
show all existing signs/posts to be removed/relocated
provide 130' LT bay storage and 60' turn transition for the WB approach at
Campbell/Union. Show distance on plan.
show two-way-Ieft-tum arrow markings
. ; I
show spacing of arrows , /
indicate detail # of all pavement stripes and~ension at all angle points
show dimensions on all begin! end sections of streefwiOffis "". ,.. .
salvage the removed signs to the City's Service Center
show existing and proposed wheelchair ramps relative to crosswalks
show pavement stripes/markings indicating striping to be paint and all legends and
markings to be thermoplastic
7.
8.
9.
10.
11.
12.
..)3.
9.
Please use the City of Campbell Standards for driveway approaches. It is not clear what
you are proposing for new driveways. It is not clear how the on-site drives work
(drainage, grades, improvements, etc) with the new driveway approa~h~. If alleyway
"
'f' \ approaches are to be used, please use City standard. The type of handicap ramp and the
curb radius will need to be reviewed further if the alleyway approach is to be used.
.Please call out centerline station and offset for all driveways and include the width of
proposed driveways.
, I
. I,
\--,.-".
10.
Confirm that loop detectors at the Bascom/Campbell intersection will not be affected by
the new striping or improvements. Show locations of home runs (if any) and handhole
'-'
at lip of gutter and add note for Contractor to protect.
11.
Please provide a detail for the bus shelter relocations. DeullLthe fo,!ndations needed':")
method of connection pcc/pavement, location of shelter in relationshIP to1lie-walk~
Show disposition of bus shelter on demo plans (i.e., remove, salvage, relocate, etc.)
Provide station and offset for new location. On Bascom Avenue, provide detail to show
how sidewalk/handicap access to the bus will be accomplished through landscaped area.
12.
Provide a detail for the concrete bus pad(s) including rebar, depth of pad, joint filler
material between pcc and ac, etc. Dimension these pads (length and width) and provide
stationing and offset for them on the plans. The County standard bus pad can be used
for this.
tY.
Provide a detail for the pavement removal and replacement. The pavement removal area
is to be a minimum 4' wide and include the pavement key to the existing asphalt
roadway. We have attached a detail for your use.
-2-
/14.
Provide a construction phasing plan showing the sequence of the demolition and closure
of all driveways. Include this in the plan set.
15.
Add general note that safe pedestrian and handicap access to and from all bus stops must
be maintained during construction and demolition. (Safe pedestrian access must be
provided around/through site at all times.)
16.
Add "Permit 95-223" outside of the border on all pages - below the Campbell tree.
y
I .,
Tree wells and tree grates for Campbell Avenue shall be 48" x 48" cast iron, Type I,
Neenah Foundry, Model No. R-8708, or approved equal. Details for the installation of
these tree grates should be included in the plan set.
STREET LIGHTING AND SIGNAL INTERCONNECT GENERAL COMMENTS
Where are you proposing to have the signal interconnect conduit (SIC) and the new street
lighting conduit installed? The signal interconnect conduit (SIC) and street lighting conduit may
be installed beneath the asphalt pavement just beyond the lip of the new gutter or below the
proposed sidewalk on Campbell Avenue and/or in the landscape strip on Bascom Avenue. The
City has a standard detail for installation in each of these cases. Please make reference to this
detail in the plans. Plans currently show the SIC and street light conduit running under the
proposed tree wells which is not acceptable.
Please revise the plan note pointing to this conduit to read "2" PVC Signal Interconnect Conduit
and 1 1/2" PVC Street Lighting Conduit".
We are providing you with a set of the existing street lighting system on Bascom Avenue and
Campbell Avenue. Please review these plans when designing the new system. The existing
street lighting system will need to remain operational until the new system is installed and
operational. This should be reflected in the demolition sheets and will require two phases for
demolition.
Based on the existing street light system plans provided, please show the existiil'g PG&E service
'point for the street light system and include the installation of a No.5 pullbox as needed to
intercept and maintain the existing service until the new system is installed.
Show No.3 1/2 pullboxes at the base of each new street light. Show No.5 boxes for SIC. All
street lighting conductors shall be #6 THW stranded. All PVC conduits shall contain a bare
stranded #8 copper grounding conductor. SIC shall be A & J Electric #206-PRIS or approved
equal.
Include the following in the notes: "Upon operation of new street lighting system, the existing
v
system shall be removed and disposed of by the contractor. Existing street light foundations
shall be abandoned 24" below finished grade."
-3-
SHEET
COMMENT
1
1.
Include all abbreviations used in plans in "Abbreviations" index,..such as
LT., RT., GB., HP., AP, PI, etc.
2. Remove Disposition legend since it is not used consistently in these plans.
3. Change General Approval Note signature block as follows:
~~.
2
.!7
~'
4.~
.-----.
4.
.-
5-;-.
6.
Michelle M. Quinney, P.E.
City Engineer
City of Campbell
RCE #44144 Exp. 6-30-97
Change Title Block to read: "STREET IMPROVEMENT PLANS FOR
PRUNEY ARD SHOPPING CENTER - 1875 S. BASCOM AVENUE.
ENCROACHMENT PERMIT 95-233 (CROSS REFERENCE EP
#95-278).
The last item of the Legend is the crosshatched pavement removal area.
This will not be an 8" deep lift. Please see detail provided and change
legend to read "Pavement Removal and Replacement".
Please show all existing improvements (driveway, gate, fencing, retaining
walls, sewer cleanouts, irrigation systems, water meters, signs, etc.) and
property/right-of-way lines at the westerly end of the work on Campbell
Avenue. Show how our ro osed work will tie into these existing
improvementsJ It appears you are showing work on (or tieing into) the
Caltrans right-of-way. Please coordinate this work with Caltrans to obtai~
any permits needed for this work. Neglecting to work with Caltrans ~~. .,.'
\"this location could cause delays at a future date. .'" '
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We suggest putting notes on Sheet 2 only, or rep~ating~ all notes on all
pages. Do not renumber notes from page to page.
Note 1 - revise to read "Remove and replace pavement per detail _."
(Provide detail)
Note 2 - revise to read "Construct City Standard A2 Curb and Gutter".
Note 3 - is this manhole necessary? We cannot determine what it is for.
Note 4 - ramp detail appears to be incorrect. Ramp detail will depend on
what type of driveway you are proposing.
-4-
SHEET
3
4
5
COMMENT
7. / Please explain notes 5 and 6. Sidewalk on Campbell Avenue is to be
~ Commercial sidewalk per City standards with tree wells and tree grates
30' o.c.
8V Note 7 - revise to read "Construct City Standard Drainage Inlet".
9. Note 8 - Please revise as necessary per general comments on street
lighting and signal interconnect.
10.
Please explain why there is such a large difference between the existing
and proposed flow lines in the vicinity of stations 10 + 80 and 11 + 80.
/
11. Top of curb slope = 0.08% is not acceptable. Revise to a minimum of
0.20%.
12. It is not clear why there is a manhole being placed at station 10+ 80.
Will this conflict with new structure? The storm drainage system in this
location does not appear to accurately reflect the existing conditions.
Please show this system clearly and completely in plan and profile views.
If there are on-site systems that tie into (or are planned to be tied into) the
public system, please show those in detail. Complete/correct the profile
for the storm drainage . We cannot determine where the storm facilities
are from your plan. Station all manholes with offsets. Show all inverts,
pipe sizes, slopes, etc. Basically, provide complete information on the
storm system for review.
,....""1.
Grade breaks within driveways are not acceptable.
2. Add to note that drainage inlet at location 14 + 30 shall be removed along
with the 12" RCP to the new drainage inlet. Do not ,abandon these in
place. -,
1.
Improvements at the comer of Bascom and Campbell A venue are unclear.
Is the existing ramp to remain or is a new ramp being installed? Please
complete plan and profile information to ensure that there will not be a
conflict between existing utilities (including traffic detector home runs)
and proposed improvements including pull boxes.
\---.--'
1.
What are the rectangles that are located approximately 180' north of
Campbell A venue and 120' south of the northern driveway?
-5-
SHEET
6
7
8
9
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COMMENT
1.
Provide complete detail of the southwest comer of the Pruneyard northerly
drive/Bascom Avenue intersection. There are a number of 'existing
facilities that will need to be relocated in this area with the new
streetscape. Since these are not shown, we cannot review at this time.
Show existing signs to be relocated.
1.
Show demolition of median islands if necessary for striping modifications.
Remove all [OJ's unless you plan to use the demolition schedule
consistently.
3.
Identify all facilities and their disposition in the demolition plans. For
example, are bus shelters to be removed, salvaged, relocated?
Foundations to be abandoned 24" below finished grade, etc.
4.
Show all utility and storm lines clearly and add note that they are to be
protected during construction.
5.
Show curb and gutter removal at all driveways and provide detail for a.c.
replacement at new pcc improvements (copy attached).
1.
Use consistent demo legend.
Remove all !OJ's unless you plan to use the demolition schedule
consistently.
3.
Identify all facilities and their disposition in the demolition plans. For
example, are bus shelters to be removed, salvaged, relocated?
Foundations to be abandoned 24" below finished grade,._~tc.
Show all utility and storm lines clearly and add note that they are to be
protected during construction.
4.
5.
Show curb and gutter removal at all driveways and provide detail for a.c.
replacement at new pcc improvements (copy attached).
6. No dimensions are given for removal areas. Please provide stationing and
offsets for demo work.
1.
Incorporate information on this sheet into sheet 8.
-6-
Please address each of the comments above completely before resubmitting the plans for
subsequent reviews.
In order to expedite our subsequent review of these plans, it is imperative that all comrilents be
addressed prior to resubmittal.
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CITY OF CAMPBELL
Public Works Department
February 13, 1996
John Wilson
Webcor Builders
1875 South Bascom Avenue, Suite 2440
Campbell, CA 95008
Dear John:
Per our conversation this morning, I have issued Public Works clearance for release of the
grading permit for the Outback Steakhouse. As we agreed, this grading work will not involve
any encroachment into the public right-of-way (Campbell Avenue). If it becomes necessary to
encroach into the public right-of-way for any of the grading work, you will be required to
submit traffic control plans and obtain an encroachment permit for the work.
Your civil engineer, Martin Parissenti, is adding a note to the grading plans reflecting the above
and is obtaining the signature of the soils engineer as required on the first page of the grading
plans. He will deliver the final signed plans to us.
Please let me know if we can be of any further assistance.
Sincerely,
!ltLJuJk cr~ -
Michelle Quinney d-
City Engineer
cc: Christopher Meany, Pruneyard
Martin Parissenti, BKF
Randy Westfall, Public Works Inspector
Frank Cauthorn, Building Official
Darryl Jones, Senior Planner
File: 1875 South Bascom Avenue
bee: Bob Kass
J:\MQ\LD\1875BASCOM
70 North First Street. Campbell, California 95008.1423 . TEL 408,866.2150 . FAX 408.379.2572 . TOO 408.866.27C
NEW PW FAX #
408-376-0958
. FEE 02 '96 03:09PM SJWC ENGR/OPER
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Time: ":7
Date: 2 - 2 - q (,.
No. of pages including this page: 2-
Subject:
From: Fernando D. Mutia Jr
Company: San Jose Water Company
1221 S. Bascom Avenue
San Jose, CA 95128
Phone: (408)279-7858
Fax: (408)292:..5812
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CITY OF CAMPBELL
Public Works Department
January 9, 1996
David Word
William Wilson & Associates
1999 South Bascom Avenue, Suite 200
Campbell, CA 95008
Attn: Christopher Meany
Retail Project Director
Dear Mr. Meany:
Enclosed please fmd for your records an originally executed Agreement Between the City of
Campbell and Pruneyard Associates for the Construction of Traffic Signal and Intersections
Modifications -- Campbell Avenue at Union Avenue and Bascom Avenue at the Pruneyard
Northern Driveway.
If you have any questions, please let me know.
Sincerely,
~~
Acting City Engineer
Enclosure
cC::,f._'~".- I
h:meany .ltr(mp)
70 North First Street. Campbell, California 95008.1423 . TEL 408.866.2150 ._~08.379.2572 . TDD 408.866.2790
1~.I!.;W PW FAX #
408-376-0958
AGREEl\IENT BETWEEN THE CITY OF CAMPBELL
AND PRUNEYARD ASSOCIATES FOR THE CONSTRUCTION
OF TRAFFIC SIGNAL AND INTERSECTION MODIFICATIONS -
CAMPBELL AVENUE AT UNION AVENUE AND BASCOM AVENUE
AT THE PRUNEYARD NORTHERN DRIVEWAY
THIS AGREEMENT is made and entered into on the 2nd day of January , 1996 by and
between the City of Campbell, a municipal corporation of the State of California, hereinafter
referred to as "Campbell" and Pnmeyard Associates hereinafter referred to as "Developer".
RECITALS
WHEREAS, Campbell plans to construct traffic signal and intersection modifications to the
intersections of Campbell Avenue at Union Avenue and Bascom Avenue at the northern
Pnmeyard driveway, including modifications to the existing signal system, removal of existing
median islands, installation of new pavement, and removal and replacement of existing pavement
markings, and traffic signal conduit and conductors within the public right-of-way (hereinafter
referred to as "project"), during fIScal year 1995-95; and
WHEREAS, Resolution No. 8776 of the City Council of Campbell on February 7, 1995 did
approve S 94-08/UP 94-19 for site modifications and a use permit for the Developer's proposed
development at 1875 S. Bascom Avenue (pnmeyard); and
WHEREAS, a conditions of approval of S 94-08/UP 94-19 required the Developer to enter into
a cost sharing agreement with Campbell for construction of the traffic signal and intersection
modifications for the intersection of Campbell Avenue at Union Avenue and to provide the
design of the traffic signal and intersection modifications for the intersection of Bascom Avenue
at the northern Pruneyard driveway; and
WHEREAS, immediate construction of the project is necessitated by the Developer's approved
adjacent development at 1875 S. Bascom Avenue; and
WHEREAS, the project will benefit the public, the Developer, and Campbell;
NOW, THEREFORE, in consideration of each other's mutual promises, and in satisfaction of
the conditions for the Developer's site approval and use permit, the parties hereto agree as
follows:
1. PLANS AND SPECIFICATIONS
Developer will prepare plans for the construction of the project. Specifications to be
used for the project will be the City of Campbell Standard Specifications and Details for
Public Works Construction. Developer will submit complete project plans to Campbell
for review and approval. Developer will comply with all requirements to obtain an
encroachment permit to construct the project.
-.
2. AWARD OF CONTRACT AND CONSTRUCTION OF PROJECT -
Developer will solicit bids, award, and administer the construction contract. Developer
shall provide three competitive bids for the project to Campbell for review and approval
prior to award of a contract for construction of the project. The project may be divided
into two separate bid and contract packages. Campbell reserves the right to reject all
bids. Developer will award the project work to the lowest responsible bidder. Campbell
and Developer will agree upon a fInal project cost based upon the bids received.
Campbell and Developer will diligently pursue the completion of the project. Time shall
be of the essence.
3. INSPECTION OF PROJECT
Campbell shall provide inspection for the project as provided for in the encroachment
permit.
4. COST SHARING OF PROJECT
The cost sharing obligation of the parties under this agreement is as follows:
A. Sie:nal Modifications at the Bascom Avenue/Northern Prunevard Driveway
Developer will pay the entire cost for the design of the modifications to the signalized
intersection at Bascom Avenue and the northern Pruneyard driveway. Design shall
include an itemized cost estimate for the improvements to be included in the modification
to the signalized intersection.
Campbell will pay the amount agreed upon by Developer and Campbell as the final
project cost for the construction of the modifications to the signalized intersection at
Bascom Avenue and the northern Pruneyard driveway as shown on the approved plans
for Encroachment Permit No. 95-278 .
B. Signal and Intersection Modifications at the Union Avenue/Campbell Avenue
Intersection
Developer will pay the entire cost for the design of the signal and intersection
modifications at the Union Avenue/Campbell Avenue intersection. Design shall include
an itemized cost estimate for the improvements to be included in the modifications to this
intersection.
Developer and Campbell will pay the amount agreed upon by Developer and Campbell
as the fmal project cost for the construction of the signal and intersection modifications
for the intersection of Campbell Avenue and Union Avenue as shown on the approved
Street Improvement Plans for Encroachment Permit No. 95-278. Developer shall pay
$25,000 of the final project cost and Campbell will pay the remaining portion of fmal
project costs for the construction of the signal and intersection modifications at the Union
Avenue/Campbell Avenue intersection.
-2-
. ,
Final project costs for each intersection shall agreed upon by Caplpbell and Developer
prior to award of contract for the project work.
The estimated cost for the construction of the signal and intersection modifications at
both locations is $110,000, of which Developer's share will be $25,000.
C. DEPOSIT OF FUNDS
Following approval of this agreement, approval of fmal project costs, and upon the
request of the Developer, Campbell will deposit with Developer an amount equal to
100% of Campbell's share of the final project costs plus an additional 10% of
Campbell's share of the final project costs for approved construction contingencies. All
construction contingency expenses must be approved in writing by the City Engineer
prior to Developer incurring any expense. Any costs over and above those identified
above shall be paid by Developer.
Developer shall provide securities for all project work as required by the encroachment
permit. Cost of such securities to be included in project cost.
D. RECONCIUATION OF ACTUAL PROJECT COST TO DEPOSIT
Within thirty (30) days of completion of the project, Developer will submit a final
summary of costs to Campbell for all project work. Within thirty (30) days of
completion of the project and prior to final acceptance of the project by Campbell,
Developer will provide proof that all project work has been paid for in full and that no
outstanding bills or claims for or against project work exist. Developer shall refund to
Campbell the difference between the amount shown in the final cost summary and the
monies deposited with Developer within sixty (60) days of project acceptance.
E. FINAL ACCEPTANCE
Following completion of the project, Developer shall request a fmal inspection as
required by the encroachment permit and shall complete all work as necessary for final
acceptance of the project.
F. INDEMNIFICATION AND HOLD HARMLESS
Neither Campbell, nor any officer or employee thereof, shall be responsible for any
damage or liability occurring by reason of anything done or' omitted to be done by
Developer under or in connection with any work, authority or jurisdiction delegated to
Developer under this Agreement. Developer shall fully indemnify, defend and hold
Campbell harmless from any liability imposed for injury (as defmed by Government
Code Section 810.8) occurring by reason of anything done or omitted to be done by
Developer under this Agreement, excluding design services. This indemnity shall include
all reasonable costs and attorney's fees incurred in the defense of any claim subject to
this provision.
-3-
, -.
Neither Developer, nor any officer or employee thereof, shall be responsible for any
damage or liability occurring by reason of anything done or oPlitted to be done by
Campbell under this Agreement. Campbell shall indemnify, defend and hold Developer
harmless from any liability imposed for injury (as defmed by Government Code 810.8)
occurring by reason of anything done or omitted to be done by Campbell under this
Agreement. This indemnity shall include all reasonable costs and attorney's fees incurred
in the defense of any claim subject to this provision.
G. INSURANCE
Campbell shall require any contractor awarded a contract for any portion of the project
to secure public liability and property damage insurance and to maintain such insurance
in full force and effect until the project is accepted by Campbell. Insurance shall be in
forms and limits of liability as set forth in the City of Campbell Standard Specifications
and Details for Public Works Construction, shall name Campbell and Developer and their
respective officers and employees as insureds, and shall cover any claim, loss liability,
cost or expense arising out of or in any way connected with the project.
The aforementioned policy(ies) shall contain a provision that the insurance afforded
thereby to Developer and Campbell and their respective officers and employees shall be
primary insurance to the full limits of liability of the policy, and that if Developer or
Campbell, or their respective officers and employees, have other insurance against a loss
covered by such policy, such other insurance shall be excess insurance only.
Executed by the parties on the date fIrst stated above.
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PRUNEY ARD ASSOCIATES L- ( ~
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By: f;() ~ {)Jr~ i)f~~J L,.;:
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CITY OF CAMPBELL, a municipal corporation
of the State of California
~
Anne Bybee, City Clerk
Mayor
Robert S. DOll erty
ATTEST
By:
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-4-
CALIFORNIA ALL-PURP( r ACKNOWLEDGMENT
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Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent
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RESOLUTION NO. 8916
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CAMPBELL
APPROVING A COST SHARING AGREEMENT WITH PRUNEY ARD ASSOCIATES,
L.P. FOR THE CONSTRUCTION OF TRAFFIC SIGNAL AND INTERSECTION
MODIFICATIONS - CAMPBELL AVENUE AT UNION AVENUE AND BASCOM
AVENUE AT THE PRUNEY ARD NORTHERN DRIVEWAY
WHEREAS, on February 7, 1995 the City Council of the City of Campbell approved S 94-08
/UP 94-19 for site and use modifications to the Pruneyard; and
WHEREAS, conditions placed on this approval require the applicant to design and construct street
improvements along the Campbell A venue and Bascom A venue frontages of the Pruneyard, contribute
$25,000 toward construction of signal and intersection modifications at the Campbell Avenue/Union
A venue intersection, and design signal modifications and intersection improvements at the Bascom
Avenue/Northern Pruneyard driveway; and
WHEREAS, the most economical and efficient means to construct the signal modifications and
intersection improvements is to combine these improvements with the street improvements required by
the City for S 94-08/UP 94-19; and
WHEREAS, a cost sharing agreement and budget adjustment have been prepared for design and
construction of these improvements;
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Campbell,
California, as follows:
The City hereby approves the Cost Sharing Agreement with Pruneyard Associates, L. P ., and
budget adjustment in the amount of $105,000 for design and construction of traffic signal and
intersection modifications - Campbell Avenue at Union Avenue and Bascom Avenue at the Pruneyard
Northern driveway.
PASSED AND ADOPTED this 2nd day of January, 1996, by the following roll call vote:
AYES:
Councilmembers: Burr, Conant, Watson, Dougherty
NOES:
Councilmembers: None
THE FOrEGOiNG INSTRUMeNT IS A TRUE
AND CORR[CT COPY Of 1 Hl: OR!GINAL
ON FILE IN 7HI8 C+F!CE.:.
ABSENT: Councilmembers: None
. Cl~
APPROVED:
A~~
Anne Bybee, City Clerk
C:i:!rY OF ~
REQ'UEST FOR BUDGET AD.:rtJ'S~S
DEPARTMENT/PROGRAM DIVISION DATE . REQ~ NO.
PUBLIC WORKS ENGINEERING 1/2/96 84- q f: ,. ol--lftJ
BUDGET TRAN~-.aac.
TO BE R.EDU~t) =
FOND ACCOUNT lfOHB!:R DlSCRIP'l'ION AMOUNT
.
204 204.3799 UNAPPROPRIATED GAS TAX $ 105,000
FUND BALANCE
JL{ 17(, S-- 30
,
TO BE INCREASED =
FOND ACCOUNT lfOHB!:R DlSc::RIP!ION AMOUNT
~ (l~~~ ~9621. 7130 PROJECT OVERHEAD COST $ 12,000
....a-01 t::? >' ~.9621. 7883 IMPROVEMENTS OTHER THAN $ 93,000
BUILDING (Autoscope and
Controller Cabinet)
a_son ~or aaqu..-t (Be Spac~~c) I
Per City Council Resolution adopted 1/2/96 regarding Cost Sharing Agreement between
City of Campbell and pruneyard Associates for construction of signal and inter-
section modifications at Campbell Avenue/union Avenue and Bascom Avenue at the
northern pruneyard driveway.
MANAGER
REV 2/90
AGREEMENT BETWEEN THE CITY OF CAMPBELL
AND PRUNEYARD ASSOCIATES FOR THE CONSTRJJCTION
OF TRAFFIC SIGNAL AND INTERSECTION MODIFICATIONS -
CAMPBELL AVENUE AT UNION AVENUE AND BASCOM AVENUE
AT THE PRUNEYARD NORTHERN DRIVEWAY
THIS AGREEMENT is made and entered into on the ~ day of January , 1996 by and
between the City of Campbell, a municipal corporation of the State of California, hereinafter
referred to as "Campbell" and Pruneyard Associates hereinafter referred to as "Developer".
RECITALS
WHEREAS, Campbell plans to construct traffic signal and intersection modifications to the
intersections of Campbell A venue at Union Avenue and Bascom Avenue at the northern
Pruneyard driveway, including modifications to the existing signal system, removal of existing
median islands, installation of new pavement, and removal and replacement of existing pavement
markings, and traffic signal conduit and conductors within the public right-of-way (hereinafter
referred to as "project"), during fiscal year 1995-95; and
WHEREAS, Resolution No. 8776 of the City Council of Campbell on February 7, 1995 did
approve S 94-08/UP 94-19 for site modifications and a use permit for the Developer's proposed
development at 1875 S. Bascom Avenue (Pruneyard); and
WHEREAS, a conditions of approval of S 94-08/UP 94-19 required the Developer to enter into
a cost sharing agreement with Campbell for construction of the traffic signal and intersection
modifications for the intersection of Campbell A venue at Union Avenue and to provide the
design of the traffic signal and intersection modifications for the intersection of Bascom Avenue
at the northern Pruneyard driveway; and
WHEREAS, immediate construction of the project is necessitated by the Developer's approved
adjacent development at 1875 S. Bascom Avenue; and
WHEREAS, the project will benefit the public, the Developer, and Campbell;
NOW, THEREFORE, in consideration of each other's mutual promises, and in satisfaction of
the conditions for the Developer's site approval and use permit, the parties hereto agree as
follows:
1. PLANS AND SPECIFICA nONS
Developer will prepare plans for the construction of the project. Specifications to be
used for the project will be the City of Campbell Standard Specifications and Details for
Public Wodes Construction. Developer will submit complete project plans to Campbell
for review and approval. Developer will comply with all requirements to obtain an
encroachment permit to construct the project.
2. AWARD OF CONTRACT AND CONSTRUCTION OF PROJECT ~
Developer will solicit bids, award, and administer the construction contract. Developer
shall provide three competitive bids for the project to Campbell for review and approval
prior to award of a contract for construction of the project. The project may be divided
into two separate bid and contract packages. Campbell reserves the right to reject all
bids. Developer will award the project work to the lowest responsible bidder. Campbell
and Developer will agree upon a fmal project cost based upon the bids received.
Campbell and Developer will diligently pursue the completion of the project. Time shall
be of the essence.
3. INSPECTION OF PROJECT
Campbell shall provide inspection for the project as provided for in the encroachment
permit.
4. COST SHARING OF PROJECT
The cost sharing obligation of the parties under this agreement is as follows:
A. Signal Modifications at the Bascom Avenue/Northern Pnmeyard Drivewav
Developer will pay the entire cost for the design of the modifications to the signalized
intersection at Bascom A venue and the northern Pruneyard driveway. Design shall
include an itemized cost estimate for the improvements to be included in the modification
to the signalized intersection.
Campbell will pay the amount agreed upon by Developer and Campbell as the final
project cost for the construction of the modifications to the signalized intersection at
Bascom A venue and the northern Pruneyard driveway as shown on the approved plans
for Encroachment Permit No. 95-278 .
B. Signal and Intersection Modifications at the Union Avenue/Campbell Avenue
Intersection
Developer will pay the entire cost for the design of the signal and intersection
modifications at the Union Avenue/Campbell Avenue intersection. Design shall include
an itemized cost estimate for the improvements to be included in the modifications to this
intersection.
Developer and Campbell will pay the amount agreed upon by Developer and Campbell
as the fmal project cost for the construction of the signal and intersection modifications
for the intersection of Campbell Avenue and Union Avenue as shown on the approved
Street Improvement Plans for Encroachment Permit No. 95-278. Developer shall pay
$25,000 of the fmal project cost and Campbell will pay the remaining portion of final
project costs for the construction of the signal and intersection modifications at the Union
Avenue/Campbell Avenue intersection.
-2-
Final project costs for each intersection shall agreed upon by C3!I1pbell and Developer
prior to award of contract for the project work.
The estimated cost for the construction of the signal and intersection modifications at
both locations is $110,000, of which Developer's share will be $25,000.
C. DEPOSIT OF FUNDS
Following approval of this agreement, approval of final project costs, and upon the
request of the Developer, Campbell will deposit with Developer an amount equal to
100% of Campbell's share of the final project costs plus an additional 10% of
Campbell's share of the fmal project costs for approved construction contingencies. All
construction contingency expenses must be approved in writing by the City Engineer
prior to Developer incurring any expense. Any costs over and above those identified
above shall be paid by Developer.
Developer shall provide securities for all project work as required by the encroachment
permit. Cost of such securities to be included in project cost.
D. RECONCIUATION OF ACTUAL PROJECT COST TO DEPOSIT
Within thirty (30) days of completion of the project, Developer will submit a fmal
summary of costs to Campbell for all project work. Within thirty (30) days of
completion of the project and prior to fmal acceptance of the project by Campbell,
Developer will provide proof that all project work has been paid for in full and that no
outstanding bills or claims for or against project work exist. Developer shall refund to
Campbell the difference between the amount shown in the fmal cost summary and the
monies deposited with Developer within sixty (60) days of project acceptance.
E. FINAL ACCEPTANCE
Following completion of the project, Developer shall request a fmal inspection as
required by the encroachment permit and shall complete all work as necessary for fmal
acceptance of the project.
F. INDEMNIFICATION AND HOLD HARMLESS
Neither Campbell, nor any officer or employee thereof, shall be responsible for any
damage or liability occurring by reason of anything done or' omitted to be done by
Developer under or in connection with any work, authority or jurisdiction delegated to
Developer under this Agreement. Developer shall fully indemnify, defend and hold
Campbell harmless from any liability imposed for injury (as defined by Government
Code Section 810.8) occurring by reason of anything done or omitted to be done by
Developer under this Agreement, excluding design services. This indemnity shall include
all reasonable costs and attorney's fees incurred in the defense of any claim subject to
this provision.
-3-
Neither Developer, nor any officer or employee thereof, shall be responsible for any
damage or liability occurring by reason of anything done or o!llitted to be done by
Campbell under this Agreement. Campbell shall indemnify, defend and hold Developer
harmless from any liability imposed for injury (as defmed by Government Code 810.8)
occurring by reason of anything done or omitted to be done by Campbell under this
Agreement. This indemnity shall include all reasonable costs and attorney's fees incurred
in the defense of any claim subject to this provision.
G. INSURANCE
Campbell shall require any contractor awarded a contract for any portion of the project
to secure public liability and property damage insurance and to maintain such insurance
in full force and effect until the project is accepted by Campbell. Insurance shall be in
forms' and limits of liability as set forth in the City of Campbell Standard Specifications
and Details for Public Works Construction, shall name Campbell and Developer and their
respective officers and employees as insureds, and shall cover any claim, loss liability,
cost or expense arising out of or in any way connected with the project.
The aforementioned policy(ies) shall contain a provision that the insurance afforded
thereby to Developer and Campbell and their respective officers and employees shall be
primary insurance to the full limits of liability of the policy, and that if Developer or
Campbell, or their respective officers and employees, have other insurance against a loss
covered by such policy, such other insurance shall be excess insurance only.
Executed by the parties on the date first stated above.
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CITY OF CAMPBELL, a municipal corporation
of the State of California
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Anne Bybee, City Clerk
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CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
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@ 1994 National Notary Association. 8236 Remmet Ave., P.O. Box 7184. Canoga Park. CA 91309-7184
Prod. No. 5907
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RESOLUTION NO. 2950
BEING A RESOLUTION OF THE pLANNING COMMISSION
OF THE CITY OF CAMPBELL RECOMMENDING
APPROVAL OF A SITE AND ARCHITECTURAL PERMIT
FOR SITE MODIFICATIONS AND A USE PERMIT FOR A
HOTEL EXPANSION AND RESTAURANT USES SERVING
ALCOHOL, UTILIZING SHARED ON-SITE PARKING AND
PROVIDING OUTDOOR SEATING FOR PROPERTY
LOCATED AT 1875 S. BASCOM AVENUE (THE
PRUNEYARD).
After notification and public hearing as specified by law on the application of
Mr. David Word, on behalf of pruneyard Associates, for approval of a Site and
Architectural permit to reconfigure existing retail space, construct new retail
space, modify on-site pedestrian and vehicular circulation, and parking and
landscaping; and a Use Permit to allow hotel expansion, the sale of alcoholic
beverages at restaurants, outdoor seating and the continuation of shared
parking facilities, after presentation by the Community Development
Director, proponents and opponents, the hearing was closed.
After due consideration of all evidence presented, the Planning Commission
did find as follows with respect to applications S 94-08/UP 94-19:
1. The proposal is consistent with the General Plan and Zoning
designations which indicate a Commercial land use for this property.
2. The proposed site improvements of 13 percent on site landscaping and
streetscape improvements adequately address the aesthetic concerns
related to the project/site.
3. The proposed parking and circulation with the recommended
conditions of approval creates a project which integrates the proposed
uses on site.
4. No substantial evidence has been presented which shows that the
project, subject to conditions of approval, will have a significant
negative impact on the environment.
5. There is no evidence before the City determining that the proposed
project will have a significant negative impact on wildlife resources.
6. The City of Campbell has prepared an Initial Study for the project in
order to determine if the project would have a significant
environmental impact.
Planning Commission Resolution No. 2950
S 94-08/UP 94-19 - The pruneyard
Adopted on January 24, 1995
Page 2
7. Adequate on site parking and circulation has been provided for the
proposed project and the commercial, office and retail uses on site.
8. All proposed uses are compatible within the site and with adjacent
land uses.
9. Traffic improvements are required based on potential traffic conflicts as
a res1llt of the proposed project.
10. Storm drainage easement is required to address additional runoff as a
result of this project.
Based upon the foregoing findings of fact, the Planning Commission further
finds and concludes that:
1. The proposed project, with conditions of approval, is consistent with
the policies of the General Plan and the Zoning Ordinance in effect at
the time of the application submittal and is consistent with uses in the
immediate area.
2. The proposed project will aid in the enhancement and the harmonious
development of the immediate area. The establishment, maintenance,
or operation of the use will not be detrimental to the public health,
safety, peace, morals, comfort or general welfare of persons residing or
working in the neighborhood of such proposed use.
3. The proposed use will not be detrimental or injurious to property and
improvements in the neighborhood or to the general welfare of the
City and its residents.
4. The proposed project with the conditions imposed, will not have a
significant adverse impact on the environment and a Negative
Declaration has been prepared for the project.
5. The proposed site is adequate in size and shape to accommodate the
proposed use and site improvements.
6. These conditions are required as related and proportional to the
impacts of the project.
Planning Commission Resolution No. 2950
S 94-08/UP 94-19 - The Pruneyard
Adopted on January 24, 1995
Page 3
7. The proposed use (restaurants serving alcohol) will not result in an
over-concentration of such uses in the area, create a nuisance, disturb
the pease of nearby residents or cause a significant increase in the
demand on City services because the proposed use will operate within
hours allowed under the Ordinance.
Further, the applicants are notified as part of this application that they are
required to":comply with all applicable Codes and Ordinances of the City of
Campbell and the State of California which pertain to this application and are
not herein specified. And, that this approval is granted subject to the
following Conditions of Approval:
1. Project Approval: Approval of this project allows the following:
A. Site modifications, including reconfiguration and construction
of retail space in accordance with plans date stamped December
29, 1994 (Exhibit A).
B. On-site pedestrian and vehicular circulation;
C Reconfigured parking and landscaping;
D. Use Permit to allow hotel expansion; and
E. Use Permit for restaurants with outdoor seating, on site sale of
alcohol and shared parking facilities.
F. Open area food kiosk to be located in plaza adjacent to UA
Cinema.
2. Future Site Construction (Hotel Expansion and Satellites): Final plans
for the hotel expansion and "satellite" retail pads are subject to review
by the Site and Architectural Review Committee and approval prior to
issuance of building permits. Retail pad on Campbell can be located
anywhere along Campbell A venue subject to Site and Architectural
Review Committee approval.
3. Si~ns
A. Signage Program: Applicant shall prepare a master signage
program for all signs On site which are intended for the
advertisement of uses within the site. Said program shall
conform with the sign ordinance and shall include all wall
mounted, projecting and free standing signs. All new signs shall
conform to sign program in effect at the time of filing.
Planning Commission Resolution No. 2950
5 94-08/UP 94-19 - The Pruneyard
Adopted on January 24, 1995
Page 4
B. Freeway Sips: All freeway oriented signs require final approval
from the City Council.
4. Parcel Map/Parcel Consolidation: Parcel map shall be recorded which
eliminates any conflicts with existing or proposed buildings and is not
in conflict with any health, safety or other codes as applicable.
Owner / Applicant shall also develop a formula for calculating
participation in Campisi extension in conjunction with filing of parcel
map. (Subject to further discussion)
5. Public/Street Improvements: Applicant shall construct improvements
found necessary by the City Engineer according to generally accepted
engineering practice. Applicant shall submit existing and proposed
street centerline, monuments, right-of-way lines, public street
improvements and public utility facilities on all required street
improvement plans as follows:
A. Campbell A venue Sidewalk Plans: Submit street improvement
plans for Campbell A venue that include:
1. Demolition of existing curb and gutter, portion of the
roadway and street lighting system.
2. Construction of new concrete curb and gutter with new
curb face located 10 feet southerly of existing curb face, 9.5
foot wide sidewalk and street lighting system. The design
should transition to the existing curb face at the Bascom
Avenue curb return to minimize changes to street
improvements at the Bascom Avenue/Campbell Avenue
intersection.
3. Pavement Striping, Markers and Signage Plans: Submit
pavement striping, markers and signage plans along
Campbell A venue to reflect proposed vehicle lanes,
bicycle lanes and on-street parking associated with the
relocated curb and gutter.
4. Relocation of Public Storm Drainage Facilities -
Applicant shall undertake a study in accordance with
generally accepted engineering practice to determine
requirements for relocation of public storm drainage
Planning Commission Resolution No. 2950
S 94-08/UP 94-19 - The Pruneyard
Adopted on January 24, 1995
Page 5
facilities, if required, to meet the conditions of approval.
If required, submit storm drainage relocation plans and/or
public utility relocation plans. On street improvement
plans for Campbell A venue shall include the location of
existing public utilities behind existing back of curb and
identify remaining utilities to be relocated, if any, relative
to the proposed new face of curb.
B. Traffic Signal Interconnect: Design and construct a traffic signal
interconnect conduit below the sidewalk along Campbell
A venue with conductors connecting the existing Bascom
Avenue/Campbell Avenue signal with the proposed modified
signal at Campbell Avenue/Union Avenue. Extend the conduit
with pull rope westerly to a new pullbox at the westerly limits of
the Pruneyard parcel adjacent to the Highway 17 right-of-way.
C Luminaires: Install new city-provided luminaires, if necessary
as determined by the City Engineer, on Campbell and Bascom
A venues (to be furnished at no cost to the developer) in
conjunction with the Bascom and Campbell A venue sidewalk
improvements.
D. Relocation of Traffic Signals and Loop Detectors: Submit plans
for relocation of traffic signals and loop detectors at the Bascom
Avenue/Campbell Avenue intersection if relocation of traffic
signal facilities are necessitated due to proposed street
improvements and conditions of approval. APPLICANT
PROPOSES TO ELIMINATE nus CONDmON.
E. Driveway Approaches: Relocate the two existing westerly
Campbell Avenue driveway approaches (northbound into
Pruneyard and southbound from Pruneyard) to a combined
driveway with a fully signalized intersection at Union A venue.
Replace existing driveways with curb, gutter and sidewalk to
conform to proposed Campbell A venue street improvements.
APPUCANTPROPOSES TO ELIMINATE nus CONDmON.
F. Boulevard Treatment/Bascom Avenue: Submit plans for
review and approval of the Planning and Public Works
Departments for construction of Bascom Avenue boulevard
treatments that include construction/modification of concrete
sidewalks, street trees, landscaping and irrigation in
Planning Commission Resolution No. 2950
5 94-08/UP 94-19 - The Pruneyard
Adopted on January 24, 1995
Page 6
conformance with the City's Streetscape Policy.
G. Bascom Avenue (Northern) Driveway Modifications: Submit
engineered design plans for two northbound left turn lanes from
the site. Design to include: loop detectors, sidewalks and street
striping and landscaped pedestrian median. Construction of
improvements shall be provided by the City at the City's
'-" expense.
H. Speed Bumps: Submit plans showing the location and
replacement of all on-site speed bumps with City-approved
speed undulations (speed bumps).
I. Relocate Bascom Avenue Driveway: Relocate the existing
southerly Bascom Avenue driveway approximately 160 feet
northerly. Replace existing driveway approach with curb, gutter
and sidewalk to conform to Bascom Avenue boulevard
treatment design.
J. Underground Utilities: Install new on-site utilities
underground per Section 20.36.150 of the Campbell Municipal
Code for any new or remodeled buildings. Provide evidence
from all utility companies that the proposed development
modifications can be served. Comply with the plan submittal,
permit and fee requirements of the utilities associated with new
or modified service connections.
K. Grading and Drainage Plans: All grading plans shall meet City
standards as deemed appropriate for the proposed development.
A grading permit shall be issued in conjunction with building
permits.
1. Plans: Submit grading and drainage plans with hydrology
and hydraulic calculations for existing on-site drainage
improvements and for proposed on-site grading
improvements showing proposed pad elevations of new
structures, existing and proposed on-site and off-site
grading and storm drainage systems and controlled site
drainage onto public right-of-way.
Planning Commission Resolution No. 2950
S 94-08/UP 94-19 - The Pruneyard
Adopted on January 24, 1995
Page 7
2. Grading/Erosion Control Plans: Submit final grading, grading
and erosion control plans to the Planning and Public Works
Departments for approval prior to issuance of building or
grading permits.
3.
Storm Drainage Easement: Record a 2o-foot wide storm
drainage easement parallel and immediately adjacent to
the westerly boundary of the pruneyard.
L Encroachment Permits: Submit application for an
encroachment permit(s), pay fees and post surety for all
construction within the City's right-of-way.
M. National Pollutant Discharge Elimination Permit (NPDES): Be
advised that the Regional Water Quality Control Board will
require that all construction on sites larger than five acres will
require the project to be covered by a National Pollutant
Discharge Elimination (NPDES) permit. Permit conditions may
require construction and post-construction storm water
management plans. The applicant is responsible for obtaining
this permit, providing plans and paying associated fees.
N. Utilities: All utilities and utility pedestals for new or modified
building areas shall be diagramed on a site utility plan indicating
the location of the pedestals and how the equipment will be
screened prior to the installation of any utility pedestals
(transformers) on site, subject to the review and approval by the
Community Development Director.
6. Site Plan
A. Final Site Plan: All final site plans including satellite pad
locations, and location of pedestrian walkway and landscaping,
shall be submitted to the City for review and subject to approval
by the Community Development Director for substantial
compliance with approved plans prior to issuance of building
permits.
B. Development Schedule: Applicant shall begin construction
within one (1) year of final approval.
Planning Commission Resolution No. 2950
S 94-08/UP 94-19 - The Pruneyard
Adopted on January 24, 1995
Page 8
C Parking and Striping: Consistent site parking striping (either 60,
75 or 90 degree angled parking) within specified areas.
D. Parking and Driveways: All parking and driveway areas shall be
developed in compliance with Chapter 2150 of the Campbell
Municipal Code, including parking modifications as approved by
E. Pedestrian Connections: Applicant shall install pedestrian
walkway connections from the public right of way as indicated
'-" on the site plan. Site plan shall reflect site improvements
including pedestrian connections throughout the site.
F. Future Development: Applicant shall obtain a Special
Development Permit from the City Council for all future
development occurring in the Office (0) Overlay zone.
7. Dedication to City: Applicant shall dedicate additional right of way on
Bascom Avenue to back of sidewalk and record proper right of way to
City as specified by the Public Works Department. Area to be dedicated
shall include the lo-foot wide landscaped parkway and the 7-foot wide
public sidewalk.
8. Garbage Collection: Trash containers of a size and quantity necessary
to serve new or modified building areas shall be located in areas
approved by the Fire Department. Unless otherwise noted, enclosures,
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 and have a level area
adjacent to the trash enclosure area to service these containers.
9. New Retail Building Elevations
A. Building Desi~: Applicant shall continue to work with staff on
resolving articulation of building facade to provide consistency
of building elements and details within the retail center.
Exterior facade details shall be resolved prior to issuance of
building permits.
B. Building Treatment: Applicant shall submit plans indicating
pedestrian level building treatment, colors and materials. Plans
shall include architectural features such as street furniture,
bicycle parking facilities, landscape planters, windows, and the
like. These plans shall be consistent with the center and City of
Planning Commission Resolution No. 2950
S 94-08/UP 94-19 - The Pruneyard
Adopted on January 24, 1995
Page 9
Campbell design and development standards, and are subject to
review and approval by the Community Development
Department.
10. Demolition Permit: Applicant is required to obtain a building permit,
subject to review and approval by the Building Official prior to
issuance of a demolition permit unless otherwise approved by the
Buil~ing Official.
11. Handicapped Accessibility: All new and remodeled buildings shall
provide handicap access in accordance with the Uniform Building
Code (UBC), and the Uniform Federal Accessibility Standards (UFAS)
and the Federal Americans with Disabilities Act (ADA).
12. Mechanical Equipment: All roof-mounted and ground level
mechanical equipment, on new or remodeled structures on site, which
are visible from the public right of way shall be screened with similar
building materials subject to the approval of the Community
Development Director.
13. Fire Protection
A. Warehouse/Retail: All new or remodeled buildings shall
comply with requirements of the Central Fire District. Applicant
shall provide Fire sprinklers and Type V-one hour construction
for the new warehouse retail, as permitted for allowable area
increases. UBC 506 A.
B. Hotel Expansion: All new construction shall provide one (1)
hour fire resistive construction for all walls and floors of the
new hotel expansion. UBC 1202 B.
C Area Separation/Hotel Expansion: All new construction shall
provide an area separation for the new hotel expansion as
required subject to allowable area increases for the existing hotel.
UBC 506 A.
D. Exiting Requirements: All new and renovated tenant spaces
(units) with retail occupancies that allow 50 or more persons
based on 30 sq. ft. per occupant must show two means of egress
separated by one half of the overall diagonal dimensions of
served area. UBC chapter 3303 - Table 33A
Planning Commission Resolution No. 2950
S 94-08/UP 94-19 - The Proneyard
Adopted on January 24, 1995
Page 10
14. Landscaping
A. Site Landscape Plan: Applicant shall provide the required 10%
landscaping on site per the zoning ordinance. Alllandscaping
shall satisfy the City's Water Efficient Landscape (WELS)
standards. All landscape plans shall be submitted to the City for
review and subject to approval by the Community Development
Director.
,-
B. Tree Wells: Applicant shall install 15-gallon shade trees in
designated locations on site in all perimeter parking areas of a
size and type acceptable to the Oty in conformance with the
approved site plan.
C Tree Protection Plan: Applicant shall provide tree protection
plan indicating trees to be protected and maintained on site.
D. Streetscape Trees and Landscaping: All street trees shall be
installed and maintained in accordance with the Streetscape
Guidelines for Bascom and Campbell A venues including the
size and type as specified by the City and approved on the final
site plan.
E. Northwest Corner: Applicant shall install landscaping from
Creek Trail Access to hotel expansion along northern property
line. Improvements shall include pedestrian connection from
Creek Trail into site.
15. Site Construction
A. Construction and Equipment: Applicant shall utilize
construction equipment which adequately muffles noise in
accordance with Section 18.02.030 of the City of Campbell
Municipal Code. Construction activities and construction
equipment shall comply with all air quality emission policies as
determined by the Bay Area Air Quality Management District
and the Building Official for the Oty of Campbell.
,
..
I
..
Planning Commission Resolution No. 2950
S 94-08/UP 94-19 - The Pruneyard
Adopted on January 24, 1995
Page 11
B. Construction Activities:
1. Hours of construction shall be limited to 8 a.m. to 5 p.m.,
Monday - Friday. (APPLICANT SEEKS A CONSTRUCI'-
ION START TIME OF 7 a.m. AND APPROVAL OF SAT-
URDAY CONSTRUCTION HOURS FROM 7 a.m. to 5
p.m.)
2. .
3.
4.
The construction site shall be sprinklered with water, as
necessary, but not less than twice per day, in areas of new
construction or grading where dirt is exposed, to control
dust.
Haul trucks and material stockpiles shall be covered.
The construction area and surrounding streets shall be
swept as necessary, but not less than once daily. All areas
shall be adequately fenced for safety per the Building
Official.
16. Liquor Licenses: Approval is granted to allow the serving of alcoholic
beverages (including beer and wine) with meals, at existing or future
sit-down restaurants as designated on the approved site plan.
PASSED AND ADOPTED this 24th day of January, 1995, by the following roll
call vote:
AYES:
NOES:
ABSTAINED:
ABSENT:
ATTEST:
Commissioner:
Commissioner:
Commissioner:
Commissioner:
APPROVED:
Jane Meyer-Kennedy, Chair
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DEe 2 Q. 1995
CITY OF CAMPBELL
Community Development Department
December 20, 1995
Joe DeCredico,
Project Manager - ELS Architects
2040 Addison Street
Berkeley, CA 94704
RE: PRUNEYARD REDEVELOPMENT PLANS
Dear Joe:
Demolition of some of the existing building is underway and the construction
of the Bank of America building is progressing, and you will soon be seeking
building permits for the next phases of construction. It is my understanding
based on our previous conversations that you are working to complete the
following list of items and details regarding the plans for the pruneyard
redevelopment project. This letter is forwarded to you inquiring on the
status of those plans for the on-site improvements.
I look forward to having the opportunity to review the plans prior to the
issuance of building permits for the Barnes and Noble building. The
following is a list of the items you are currently working to complete per my
understanding of these issues.
BASCOM AVENUE IMPROVEMENTS
A) Please indicate your intentions for relocating the existing freestanding
signs on Bascom Avenue (including those for the Pruneyard)
representing the businesses of Wells Fargo, Marshalls, and Bank of
America.
B) The City has not had the opportunity to review the proposed tree
removal, retention or planting plan for Bascom. Please include the
proposed landscape plans per the City's streets cape standards also
addressing irrigation and installation details.
C) Please provide details on how you intend to incorporate the existing
bus shelter within the streetscape plan.
70 North First Street. Campbell, California 95008.14'23 . TEL 408.866.'2130 . FAX 408.866.8381 . TDD 408.866.'2790
-
Joe DeCredico - ELS Architects
pruneyard Redevelopment - page 2
Northern Driveway (Bascom Avenue)
A) As discussed with the Public Works staff, the design specifications,
details and improvements are to be designed by the Engineering firm
designing the other related off-site improvements. The construction of
such improvements will be provided by the City. Specific details on
coordinating this process will occur via the City Engineer.
B) The existing freestanding Pruneyard sign and readerboard may have to
be relocated to accommodate the new sidewalk.
C) The current plans do not indicate where the pedestrian connection will
occur on the north or south side of the driveway from Bascom A venue
into the center. The connection should clearly delineate the pedestrian
route through varying materials colors, and/or textures.
Central Driveway (Bascom Avenue)
A) The entrance throat to the central driveway should be aligned with
Bascom Avenue at a right angle. The straight alignment should
continue across the first aisle intersection up to the front building line.
Southern Driveway (Bascom Avenue)
A) There was some discussion regard the placement of the pedestrian
connection from Bascom A venue to the new building. Please verify
location of pedestrian path.
CAMPBELL AVENUE IMPROVEMENTS
A) Please provide a landscape planting and tree retention/removal plan
for the Campbell Avenue frontage. The plans should include species,
size and quantities of all landscape materials, irrigation and installation
details.
B) Please indicate the final proposed location for all bus stops and/or
shelters and the trash service area at Campbell A venue.
Joe DeCredico - ELS Architects
Pruneyard Redevelopment - page 3
C) Please provide final site plan for the western most pad (Outback
Steakhouse) location on Campbell A venue. This plan should include
a clearly delineated pedestrian connection from this pad building to the
retail center. The connection should clearly delineate the pedestrian
route through varying materials colors, and/or textures.
Please retain terra cota roof tiles from existing buildings or the existing
Bank of America building for use on the Outback Steakhouse roof.
D) Please identify where the pedestrian connections from Campbell
Avenue to the retail center will occur and the type of materials that
will be utilized.
Main Street
A) Current plans submitted to the City do not clearly indicate what types
of materials, pedestrian amenities, landscaping, and parking (number
of compact and standard spaces) will be located in the courtyard area of
the Main Street.
B) Please indicate what types of materials will be used for the street itself
(ie asphalt, tile, pavers) and how pedestrian connections will be
delineated. Pedestrian connections appear to be missing at the building
frontage and at the western end of the street at the landscaped rotary.
Barnes & Noble Building
A) There is a large open plaza area in front of the tenant spaces south of
the entrance to the Barnes & Noble store. This area is a modification
of the site and building plans approved by the City Council. The final
modifications to the facade must be resolved prior to issuance of
building permits for this building per condition of approval #9-A &B.
The plaza in front should be addressed to meet the original intent of
the building to provide a consistent pedestrian arcade treatment. These
details may include a row of trees in the outdoor area or a trellis feature
along the east elevation of the building. This treatment should include
a straight continuation of the curb line.
Joe DeCredico - ELS Architects
Pruneyard Redevelopment - page 4
B) The awnings were originally approved to be terra cotta in color. Please
indicate if this is still the intended color scheme and if further
discussions regarding a modification of the original color scheme are
necessary. Please provide additional awnings in the spaces at the
ground level where they are not indicated on your plans.
PRUNEYARD SITE
A) Please provide details of the proposed landscape plans for the
Campbell/Union Avenue driveway.
B) Please depict how the Central Fire Districts' requirements for a new 25-
foot radius at selected aisles will impact parking, curb lines and site
design.
C) Please depict the pedestrian connection from the Los Gatos Creek Trail
and the public right of way to the site as required in conditions of
approval 6-A & E and 14-E.
D) Please provide a sign age plan for the retail complex.
E) Please provide plans on the proposed Swensons Ice Cream kiosk in the
courtyard area of the UA theater entrance if still applicable.
If this list is incorrect please let me know so we may discuss these items in
greater detail. If you have any questions regarding any of the aforementioned
subjects please feel free to call me at (408) 866-2140.
cc: Chris Meany, William Wilson & Associates
Michelle Quinney, Acting City Engineer
administrative file
'vV ILL I A ;\/1
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t~ )\~SC)CIAT[S
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December 20, 1995
;' J;
;G9J;'
Ms. Michelle Quinney
Acting Chief Engineer
City of Campbell
70 North First Street
Campbell, CA 95008
Dear Michelle:
At the request of Chris Meany, enclosed for signature and notarization are two original
copies of the Cost Sharing Agreement between the City of Campbell and PruneYard
Associates, L.P.
If you have any questions, please give me a call.
Sincerely,
f'
, /'
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\ I,,/t ' '-""'" I
't'-eronica Scharton
:vs
cc: Chris Meany - William Wilson & Associates
DEC-20-1995 10:15 FROM
SM lTH 8. SM lTH
TO
14083760958 P.01
SMITH & SMITH
Landscape Architects
Envtronmental Planners, Inc.
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CONFIDENTIAUTY NOTICE
The Wormaticln wm.i1ed in lt1is facmllle m 1(.. . ItgaIly PfMIeged 8nd confldentill infwnation intended only far the use of lhe tl1dlvidual Of
entity named aboYe. If the receivW' of this message is not N intended NCipient. you are herebY notified th8I any d~. diItribUbon. Of
cop'ttng of thia teIecopy IS strictly prohibited. If you have received this 1IIlecopy in tn'OI'. pIaM immlldiately nalify us by IMphat It and ra1Um ~
original RICSSlIUIl to us. the above address via Ihe US. ~ Service.
I
'OY Howard Stl'eet, 3rd Floor
91 Francisco. CA 94105
r. : (41') '43.()332
Fi : (415) 543..9740
SM lTH 8. SM lTH
TO
14083760958 P.03
DEC-20-1995 10:16 FROM
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-- .....~ " .--.--'
NOTES; (un I... otherwise specified in t.hl: piau or ~ ~g=)
1. All t.reea 3lmll be I5-gallon size lmd at the Qriely iDliicated on th~
pla11s or specified by the City Engineer.
Z. Each tree shall be approved by the Engineer prior to p1alltm&. Contractor
may reClu~ SDlillRl"' to pre-approve tree a.t. lOcal nursery.
3. The exact. location of each tree mall 'be approved by the ~er
prior to plantmg.
4. VerU~ally cut. Ule "Qot b.n .t. three or four places to IQOsen rools and
discourage ainling. VertiCally scarify sides and bottom of placting I1cie
5. lIhen planting. hold tree so that preYiOUJl plautinl level is even with
sid.ewalk level and gJ'cQuclly place top soil about the fOQl ball.
6. When hole is three-quarters full. fill witll water to <:ampact the soil ad
eliminate air pockets.
7. Y1l1 planting hole wtth loa.8 80il to around leveL
8. Construct a waterinl basin at'ound caeh tree u shO'WlS.
9. Planting operaUDI1$ uaUBt be followed. by . ~. \,horou.ch wtlt.erinC of
each trn.
10. Substitutions in tree varieties are permitted only upon writw authcri-
zation fro111 'tbe City Engineer.
1 !. All street trees iD8telled in commercial and mdwRrUU shall be
~wd with an' ' t10D ~ (lri from ou-site).
D"p r'oot bvrier:r (Deep Root. Partner: Deep ROot KB 24-2) or appl'QTed
equal sball be iustaUed at all tree planting locations adjac.nl to lIIid......lk.
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STREET TREE PLANTING NOTES
BY" CITY OF CAMPBELL
DETAIL 13.
De 14-1995 OO:;3G
· 408 37G09S8
P.04
DEC-20-1995 10:16
FROM
SM lTH 8. SM lTH
I
Toot tree II"'" BaIrtffB
,
TO
14083760958
P.04
8
m
DeepRooh UB 18.2 and CB 24.2 are tile
perfect match for most tree plallting
fIIppliCaUons, d lor ~Idu:r SlI/TQunfl
or linear oC trees UJllO 24 Inch
kun er at maturity. either US 18-2 or
. are Ulf. cboice for 15 ~\Ioo. 20
ell box or 24 inch box treeS, Wben
plantioc trees lar~r than 24 Inch box or
28 inch ball and burlap, UB 24.Z is ttll!
Ideat choice,
Widely U8()c1 in lltrect tree applical.ioDS U1e
twO foot long panels are available for
t.lther 18 or 24 Incll depths and assemble
ill lItcoolllf witb tile included easy to in8tllll
Joiner strlp!l
UB 18.2 26 rancllf(52 ft)/CartIlD
US 24-2 20 Panels(40 ft)ICarton
DeepRoot'1; U8 36-2 and UB 48-2 lire ideal
for slopes. landsc:aped mounds or anywhere
eJltra CSeptll 16 rr,quirecl ror protection. Tile
US 36-2 and l:B 48.2 are extremely
Yel'&atile al'lCl can be used in eiUler a
surround or lin!!/J! appllcatlon.
The two f(lotlo~ panelf are available for
ciUlcr 36 or 48 incb depths, and slide into
the next panel with a maleJYP.DIaJe coupllnc
that makes ror ea*y flllOSCPll1l}'.
UB 36-2 14 Panels(Z8 fl.,)/CanOIl
US 48.2 10 Panels(20 fl. )ICartOll
14
m
UB 18.2 18" Un~t'lI.!l s,rner form~ InCO
round tonflCllraClon.
~,~-~
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48"
1
US :1fJ-Z J(r [jni~nHll S.mer formr:4 inw
rou"tI totlf"lIr'l'On,
US 48-2 48" lJni.ent<ll B;)m~ formed IRIO
toulltl ~nn'lI,.uon,
':iIL/ltUr Barden
LB 11-2 12" Linear B.rriu (Prr;-InlncdJ
LIS 18-2 18" UtJUf B,1rrier (J'ft-/OiOCtl)
("l\
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p~e.[orllfetJ PlanlerS
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Deep Root Linear Barriers are deslcned
for J/rle.r applicationS onl)'. suCh as root
pruninc or plantinc where hardscapes
come In close proximity wiUl 8~'eral trecs
at ODce ExampleS Include parkways.
median 8tripe. drivewaye ano pith8.
Pre-aslIembled with a unique articulated
iNner ror easy 100C; len~lb installatioR,
Ult'y can be separated at any two root
interval. L8 12-2 ana L8 18-2 an: available
fur 12 or 18 inch depths.
llIeal rllr use in commercial llevelopmenu:
or tv vn;llcrvc mature trtes.
LB 12.2 80' per CaltOn
1.8 18-2 52' per Carton
TIle DcepRoot P1SDteTS are designed
speclftcally for smaller trees 'A1tb matun:
trunk calipenl or 110 more Ulan 12 Inche~.
and are Id~al for 5.1 j pilon tret' plantil1p,
Pn'-rormed and easy to handlt' the planters
n~uirc 110 llll~mbl)'.
the Round Planter measures 22 Inthl;tlal
tbe top. 30 incht'.5 at the bottom and Is 18
illl,hl~ nigh.
DetpKoot Square PlanleT5 are 22 inches
",ide at the tDp. 29 Inches \\"Ide at the
t)Ott(lm. aM J 8 inchee in OC9th.
'-:la
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RP"2-3Q-18 Round Planter
Z2-19-18 P Sqllillrr: PlanL.:r
,v, e: .1\/1 DeepRoot Un/versa/8arrlers llIayal60 be used in Linear planting applications. but DeepROOC LIDeaT 8arri~rs
$11 uJd never be used tD Surround Style planting applicatiOnS
14083760958 P.05
TO
SM lTH 8. SM lTH
DEC-20-1995 10=17 FROM
__~.. .~~w.........,.,,;\........: 'l't!~,.i'-' ,;.1 .......a...~~...~.: ....<: '~'~.'f.'J'J,...,.~""",,,,-,,,,,,,,,,'-:----IIIII&~."
-"..... -HTT
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12J LInear Barrier- 1.8 t 2.2
t 8t lJnear Barrier- LB 18-2
"'or iae.qr 8rylt: plantiogs ,oa root f)l'Ullifl;J
8fH). 'cIlUOOIi
I
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Ideal fOl use In commercial d~elop-
menU! or Lo preservl:l mature trees.
DeepRoot Linear Barriers contain the
added feature of pate~tcd ~round
locks that prevent roots from raiSing
me barrier above grade. III addition
DeepRoot Linear Barriers. have a
newly rede8i~ed double top ed8" tlli1t
add!! durabilil.y. iml)rIlH~ll <JPP"'<Jr:tn<..fo!,
SiJfel~. and udditional protection from
root overgrowth.
OeepRoot Linear Barriers are scientifi-
cally desij!Ped to prevent bT.e 1'OO18 rrom
damagtl1~ sUI'l'l.lUllding l1ardscapes and
landscapes.
Our linear barriers arc u.~cd ror linear
appllcat10ns such as root pruning (lr
planting whcre hard!lc8pt$1;(lme in
close proximity wi!.h Several trees at
once. 3S in parkw,l:yl:i and median strips.
Pre-assembled with 3 unique artl\:u-
lal.ed joiner for easy IODf; len~h
installation. LB 12-2 &: LB 18-2 are
avaUable for 12 or 18 inch depLhl>.
~; ... 1"2
SPEC1F1CATlO~S
Pro,~rties:
Test ASTM Te" Method
LB12-2JLB 13-2 Vses:
. Uncar style plantings or new trees
to denect roots downward
. R.l.lol pruning applicaUons to save
tJie beauty and value or mature
tlfes
. Ri:tronttill8 of hardsc3pes withQut
protection to prevent rutur~ damCl~e
IJDeat Barrier Dimensions:
LR 12.2: 1TH X 24"W
~ ~8-2: l8"H x 24"W
Botb Linear Samers are factory
preJassembled and Olay be ea5ily
sep~rated at any 2' length ror CU8t.om
slzshg.
Material an. Manufacturing
ProceSs:
. CopOlymer Polypropyll:lne of 0.080.
(2.032 mm) thickness
. ~ Post-consumer rec~led plastic
· InjeCtion molded
I
!
V.lue copolymer Potypropylene
3800 PSI
15.3%
155.000 PSI
7.1
68
D638
0838
Tensile stress @ yield
Elongation. yield
Flexural Modulus
Notched I~od Impa<:t
Rockwell Hardness r. acale
D7908
D256A
0785A
FealurelJ:
Sil:iDC adjUstable in 2' modules
Articulated pre-assembled Joiners
'/1 Incb raiscd 90' molded root denecting ribs
Ground lock tabt: to prevent llfting by tree
Double top edge for stl't~o~b. safety. apllt!i1ranCf! .md root overgrowth protectlon
Ultraviolet inhibitors
Rounded edges for safety ill handling
OeepRoot products Clfe patented under one or more or the following
U.S. Pateol$: 4.019.279 and ;),070.642. Othef patents pendlne
Pac~:
L8 12-2 40 Panels (80 feet) per carton
20 cartong per pallet. approximately 43 pounds per carton
LB 18-2 26 Panels (52 feet) per carton
20 cartoD8 per pallet. approximately 43 pounds per ~arton
InstructivQS on carton
o
Typical Linear Style
PlanL4le Application
Sid9walk
SId_aIk
_---.. o.
.....-
Curb
Dcc,lllM I.S 12-2 or I.S '''2
Ilelpi~ Trees Lhe lu The rrban En\'iroDDlenl
DeepRoot
r-.,
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~p Root Partners. LP.
3 Lorton Avenue Suite 305 Burlingame. CA 94010 Tel: 415,344.1464 or 800 JLV ROOT (458.7668) Fax: 800.277.7668
for teclmiwsQpon call: 800 ROOT TEK (766.8835)
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O.CHA'-O'
CITY OF CAMPBELL
Public Works Department
December 18, 1995
Mr. Christopher Meany
Retail Project Director
The Prune Yard
William Wilson & Associates
1999 S. Bascom Avenue, Suite 200
Campbell, CA 95008
SUBJECT: S 94-08/UP 94-19 THE PRUNEYARD - COST SHARING AGREEMENT
Dear Mr. Meany:
Enclosed is the proposed cost sharing agreement which bas been amended to include the
majority of your comments. The major comment that was not incorporated was the request
that the $25,000 Prune Yani contribution be used to cover design of the intersection
improvements. The condition of approval for this permit states that the applicant contribute
$25.000 toward tbe construetion of tbe improvements. The agreement bas also been revised
to indicate the total estimated cost of the improvements, not the estimated cost for each
intersection. This is because the cost estimate that we received from BKF did not provide a
separate cost estimate for each intersection.
If you approve of the agreement, please have two originals of the agreement signed (and
have the signatures notarized) and return both copies to us. The agreement is agendized for
the January 2, 1996 Council meeting and will need to be returned to us by December 22,
1995.
Please let me know if you have any questions.
Sincerely:
~lO
Michelle Quinney ~
Acting City Engineer
cc: EP File # 95-278
J:\MQ\PRYDA2
~-.,...
70 North First Street. Campbell, California 95008.1423 . TEL 408.866.2150 . fAX 408.379.2572 ' TOD 408.866.2790
NEW PW FAX #:
AGREEMENT BETWEEN THE CITY OF CAMPBELL
AND PRUNEYARD ASSOCIATES FOR THE CONSTRlJCTION
OF TRAFFIC SIGNAL AND INTERSECTION MODIFICATIONS -
CAMPBELL AVENUE AT UNION AVENUE AND BASCOM AVENUE
AT THE PRUNEYARD NORTHERN DRIVEWAY
THIS AGREEMENT is made and entered into on the day of , 1996 by and
between the City of Campbell, a municipal corporation of the State of California, hereinafter
referred to as "Campbell" and Pruneyard Associates hereinafter referred to as "Developer".
RECITALS
WHEREAS, Campbell plans to construct traffic signal and intersection modifications to the
intersections of Campbell Avenue at Union Avenue and Bascom Avenue at the northern
Pruneyard driveway, including modifications to the existing signal system, removal of existing
median islands, installation of new pavement, and removal and replacement of existing pavement
markings, and traffic signal conduit and conductors within the public right-of-way (hereinafter
referred to as "project"), during fiScal year 1995-95; and
WHEREAS, Resolution No. 8776 of the City Council of Campbell on February 7, 1995 did
approve S 94-08/UP 94-19 for site modifications and a use permit for the Developer's proposed
development at 1875 S. Bascom Avenue (pruneyard); and
WHEREAS, a conditions of approval of S 94-08/UP 94-19 required the Developer to enter into
a cost sharing agreement with Campbell for construction of the traffic signal and intersection
modifications for the intersection of Campbell Avenue at Union Avenue and to provide the
design of the traffic signal and intersection modifications for the intersection of Bascom Avenue
at the northern pruneyard driveway; and
WHEREAS, immediate construction of the project is necessitated by the Developer's approved
adjacent development at 1875 S. Bascom Avenue; and
WHEREAS, the project will benefit the public, the Developer, and Campbell;
NOW, THEREFORE, in consideration of each other's mutual promises, and in satisfaction of
the conditions for the Developer's site approval and use permit, the parties hereto agree as
follows:
1. PLANSANDSPEC~CATIONS
Developer will prepare plans for the construction of the project. Specifications to be
used for the project will be the City of Campbell Standard Specifications and Details for
Public Works Construction. Developer will submit complete project plans to Campbell
for review and approval. Developer will comply with all requirements to obtain an
encroachment permit to construct the project.
..:...~
2. AWARD OF CONTRACT AND CONSTRUCTION OF PROJECT -
Developer will solicit bids, award, and administer the construction contract. Developer
shall provide lh:ree competitive bids for the project to Campbell for review and approval
prior to award of a contract for construction of the project. The project may be divided
into two separate bid and contract packages. Campbell reserves the right to reject all
bids. Developer will award the project work to the lowest responsible bidder. Campbell
and Developer will agree upon a fInal project cost based upon the bids received.
Campbell and Developer will diligently pursue the completion of the project. Time shall
be of the essence.
3. INSPECTION OF PROJECT
Campbell shall provide inspection for the project as provided for in the encroachment
permit.
4. COST SHARING OF PROJECT
The cost sharing obligation of the parties under this agreement is as follows:
A. Signal Modiftcations at the Bascom Avenue/Northern Pruneyard Drivewav
Developer will pay the entire cost for the design of the modifIcations to the signalized
intersection at Bascom A venue and the northern Pruneyard driveway. Design shall
include an itemized cost estimate for the improvements to be included in the modifIcation
to the signalized intersection.
Campbell will pay the amount agreed upon by Developer and Campbell as the fmal
project cost for the construction of the modiftcations to the signalized intersection at
Bascom Avenue and the northern Pruneyard driveway as shown on the approved plans
for Encroachment Pennit No. 95-278 .
B. Si~l and Intersection ModifIcations at the Union Avenue/Campbell Avenue
Intersection
Developer will pay the entire cost for the design of the signal and intersection
modiftcations at the Union Avenue/Campbell Avenue intersection. Design shall include
an itemized cost estimate for the improvements to be included in the modiftcations to this
intersection.
Developer and Campbell will pay the amount agreed upon by Developer and Campbell
as the fmal project cost for the construction of the signal and intersection modiftcations
for the intersection of Campbell Avenue and Union A venue as shown on the approved
Street Improvement Plans for Encroachment Pennit No. 95-278. Developer shall pay
$25,000 of the fmal project cost and Campbell will pay the remaining portion of fInal
project costs for the construction of the signal and intersection modiftcations at the Union
Avenue/Campbell Avenue intersection.
.....:....---
-2-
Final project costs for each intersection shall agreed upon by Caplpbell and Developer
prior to award of contract for the project work.
The estimated cost for the constnlction of the signal and intersection modifications at
both locations is $110,000, of which Developer's share will be $25,000.
C. DEPOSIT OF FUNDS
Following approval of this agreement, approval of final project costs, and upon the
request of the Developer, Campbell will deposit with Developer an amount equal to
100% of Campbell's share of the fInal project costs plus an additional 10% of
Campbell's share of the fInal project costs for approved constnlction contingencies. All
construction contingency expenses must be approved in writing by the City Engineer
prior to Developer incurring any expense. Any costs over and above those identifIed
above shall be paid by Developer.
Developer shall provide securities for all project work as required by the encroachment
permit. Cost of such securities to be included in project cost.
D. RECONCILIATION OF ACTUAL PROJECT COST TO DEPOSIT
Within thirty (30) days of completion of the project, Developer will submit a fmal
summary of costs to Campbell for all project work. Within thirty (30) days of
completion of the project and prior to fmal acceptance of the project by Campbell,
Developer will provide proof that all project work has been paid for in full and that no
outstanding bills or claims for or against project work exist. Developer shall refund to
Campbell the difference between the amount shown in the fInal cost summary and the
monies deposited with Developer within sixty (60) days of project acceptance.
E. FINAL ACCEPTANCE
Following completion of the project, Developer shall request a fmal inspection as
required by the encroachment permit and shall complete all work as necessary for fmal
acceptance of the project.
F. INDEMNIFICATION AND HOLD HARMLESS
Neither Campbell, nor any officer or employee thereof, shall be responsible for any
damage or liability occurring by reason of anything done or omitted to be done by
Developer under or in connection with any work, authority or jurisdiction delegated to
Developer under this Agreement. Developer shall fully indemnify, defend and hold
Campbell harmless from any liability imposed for injury (as defmed by Government
Code Section 810.8) occurring by reason of anything done or omitted to be done by
Developer under this Agreement, excluding design services. This indemnity shall include
all reasonable costs and attorney's fees incurred in the defense of any claim subject to
this provision.
~;......,..
-3-
Neither Developer, nor any officer or employee thereof, shall be responsible for any
damage or liability occurring by reason of anything done or oJllitted to be done by
Campbell under this Agreement. Campbell shall indemnify, defend and hold Developer
harmless from any liability imposed for injury (as defmed by Government Code 810.8)
occurring by reason of anything done or omitted to be done by Campbell under this
Agreement. This indemnity shall include all reasonable costs and attorney's fees incurred
in the defense of any claim subject to this provision.
G. INSURANCE
Campbell shall require any contractor awarded a contract for any portion of the project
to secure public liability and property damage insurance and to maintain such insurance
in full force and effect until the project is accepted by Campbell. Insurance shall be in
forms' and limits of liability as set forth in the City of Campbell Standard Specifications
and Details for Public Works Construction, shall name Campbell and Developer and their
respective officers and employees as insureds, and shall cover any claim, loss liability,
cost or expense arising out of or in any way connected with the project.
The aforementioned policy(ies) shall contain a provision that the insurance afforded
thereby to Developer and Campbell and their respective officers and employees shall be
primary insurance to the full limits of liability of the policy, and that if Developer or
Campbell, or their respective officers and employees, have other insurance against a loss
covered by such policy, such other insurance shall be excess insurance only.
Executed by the parties on the date first stated above.
PRUNEY ARD ASSOCIATES
By:
Its:
CITY OF CAMPBELL, a municipal corporation
of the State of California
ATTEST
By:
Mayor
Anne Bybee, City Clerk
j:\mq\pnydcsa2
~~
-4-
CITY OF CAMPBELL
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
RoPvvv)~/
tI~C. -
'0 1i1'V~
Dr- i.~ l
., C 1 51995
CHECKLIST FOR STREET IMPROVEMENT PLANS
APPUCATION NO:
ADDRESS: 14;1 J;/}5l<:)m /hit;; - Pl2rJ/Ve>! J1-R D <;; J..bPPlllj~
ENCROACHMENT PERMIT NO. q5-2_L3 LG'I\JTc..--e
Instructions: This checklist provides advance notification to applicants of the City of
Campbell's fmal street improvement plans and submittal requirements. Using this checklist
will expedite your application through the City's review process.
Prior to submitting a final street improvement plan list to the City Engineer, please place an
X. in the space to the right of each item below to indicate you have complied with, or place
N/A to indicate that the particular item does not apply. Review applicable sections, which
are referenced in parentheses, before checking off each item.
ITEMS OK N/A CITY
COMMENTS
I. GENERAL
1 Applicable General Notes included. (Attachment A) c;~
2 24"X36" sheet size used, including borders. C- """3 .-
3 Title Block/scale/north arrow shown.
4 Plans capable of microfilm reproductions - minimum
1/8 inch lettering. .~-=?;.
5 Engineers name, number, expiration date and
signature included. \,l
6 Vicinity Map shown (must be microfilmable). ~
7 Sheet Index and key map included for 3 or more
sheets. 100 J:::::ei /V)fJP
8 Limits of Public Works inspection clearly shown on
plan, typical section, and bond estimate.
,-
9 Street light locationsllegendJPG&E signature shown. NA \t--CI CO \A.-\i
c:.
131 Elf
JVJf)f2j]/lI ?11R-J55D1JT7
(1108) LJ3b-- 7Soo
/'z)2jc;s
ITEMS OK N/A CITY
COMMENTS
10 Request for annexation to Lighting District tv/ n
submitted. (Accompanied by map & me, and
bounds description and annexation fee). :s-~ ~&;
11 Curb grade plans prepared by Public Works have X ~
been incorporated into improvement plans and W1&-
verified as adequate. C::-s:..~
12 Curb grade plans prepared by Engineer for review by ~"J \ ~
- ,1./10 \>\Z..e:)~~E :::::,
Public Works and cross-sections @ 50' max. i:.. '-~~ee;\ 1..C;Jt ~
intervals along road frontage and extending 150' min. I ~ ~n+ -)<.- 'S.J ...c:;}
beyond limits of work. ProfIle line,centerline,& E.P. R.3"\2. ~
n...e-'-.i:L ~ l.iC.
13 Signing and striping plan plus existing striping .~ ~~T\t.....;)~ fLAl
-rr:::. ~~ ~ ~ i>\r-i, l
included in improvement plans..$cc:. .SlbfIJ'itz- PU'ml :::::;-=:-:--=-
14 Development No. (SUB,MS,LUP ,DP) shown on \.-.tc:51
each sheet. ~~~ ~
15 Fire District signature shown for access and fire TV/A
hydrant location.
16 Verification of land rights for off-tract work (title ~LA
report, recorded easement, etc.) c~ 0z, (So
17 Permits required from other agencies (Fish & Game, ~ ~ce~
6-L-,t=>~ .,,-'
Calttans, Army Corps of Engrs. Flood ContrOl,etc.) .:J;E! <:'"
Pd2-/;VLl4"
18 Right of entry submitted for review for all off-tract f\J)1)
work. ~~
19 Plans for landscaping within the public right-of-way ~ ~,-
4?C>f:J ~ rr", =,~
submitted for review. CS'=i
20 Fence required along water district canals. tv / f1 6-Sb
21 Water test!f~~~b~!.:~or grades less
~_1 %. l{JHAj I~ rs
~ ei":::::. ~)CSl~4 J\"'-";'" ~t::L .
~\:""lG-- ~F~c ~\.~U)l;..\. ~
-Sl~ f.......::) U-......)Gcr l ~ ~ P. \ ~=c i '
~TO~H Dt2P"==-\'~ ~-=:;;\~t t
'f-=.~ ~~~l
L \J>..-i;~' .
~ '~-e::.= -
~~N.l~~
<::::::.""S -(:s;;;;-
-2-
=
~.:::.
~
u
~
c:...;
~
~ '(:sf
~
-
ITEMS OK N/A CITY
COMMENTS
II. ROADS
A. Typical Sections
1 StrUctural sections indicated per R-value.S e:c:E:z~ I tv/A ~-(.;
f3,c. \IV <..-,;a."-~
2 Curb type indicated. ~ ~(~
3 Right-of-Way and street width dimensions shown. ~ \,~ Ge:>rL\2 =GT
\ U ec,lA-{,p. ......."", \
~
4 2: 1 max. cut/fill slopes shown beginning @ R/W ~ 'WC?T =cs
lines - Soils Report verifying exceptions. -S~II1'-..J I:=-~
5 Crown Slope indicated. ~ ~T ~~ G '-
~ '-1. ~ ":)R:$'
6 Sidewalk shown. 1 ""-?':;-2J(?-v
7 Pedestrian or bike paths shown. NJf) C--~
8 Pavement Design Chan shown with T.1. values for NJA ~e-
reVIew. .p\jMT ,~,-/)~UP1 tD\\ ~
r '"l
L \bU '~v-.A L \ f:::>'4\\=t ~
.tg
C::y
~r-:::.
~
-3-
ITEMS OK N/A CITY
COMMENTS
B. Plan Views
1 Radius of curvature shown on all curves. $. \\..l ec. y \? U: ~~
~G..
2 20' curb return radii shown for major thoroughfares \~~k\::>\(, --ea
~ ~ '
and industrial streets. ~
3 24' min. curb opening for private road intersection. X ~~
4 Horizontal curves and sight distance designed per K
Highway Design Manual. c:..S(.:;,..
5 Cul-de-sac radii (35' min.) shown. MJA G~CAr'
6 Private road turnarounds shown. IV) A C~(?
7 RIW and street width dimensions shown. ~ \UeCJkP ~
- ~,
8 Centerline stationing shown at 100' intervals and at \ f-.-:> Qc:) v.--t '6"" ~~
all curves. B.C., E.C. ~ :.;..~
9 Lot/parcel lines and nwnbers/letters indicared. NIl}
10 Valley gutters indicated. Flag flow lines at quarter ~ ~Dr S;'I , ~ --'U
points on curb returns and valley gutter cemerline. C:Sist
11 Stationing and offsets of all drainage strucrures X
shown. c:-~
12 TIC elevation at all drain structures wI invert and FL l\.- ~ C<,,-,\,l t (~ :::-$i~>
\-,
.... '.c:..
elevations shown. (Invert and FL elevations may be rt e~~
shown on profIle if preferred. If profIle is not on
same sheet as plan view, TIC, invert, and PI
elevations must be shown on profIle.)
13 Drainage easements shown and dimensioned :t!Ii!r --:-~~. ~ ~~
~llJ'iD~ ~
14 Location of underground pipes and utilities shown. ~ ~ ~~
~:~...:tu ~ e.: e.<:::o-
15 Street- monwnents shown. ~ 't--Q.~ --- ~ BE?
~u.o...\ 0 (J ..:..~
16 Off-tract slope easements shown, with x-sections, N/~ ~~
topo and offer of dedication for slope easements --
Submitted for review. c...~ ~
17 Pedestrian Paths shown. Basic grades shown. NJp, ~C::::;;:~
--
18 Wheelchair ramps shown at returns per StateStd.Plan !~ \ t-..tc:.(5 "'-'\ c-... ~\~
-4-
ITEMS OK N/A CITY
COMMENTS
C. Profiles
1 Vert curves designed for proper speeds per Highway
Design Manual. ~ W'f,.. e:... ~~s,
2 Minimum vert curve lengths observed. 9k Ul-- C~
3 Curb returns and cul-de-sac profiles shown (high and NIt)
or low pts. indicated when vertical curve is used). ~."
~x-=r
4 Vertical curve used for grade breaks greater than (V} t)
2 %. (3 % on sag curves). Gc-~&.t
5 6 % maximum gradient observed @ intersecting (IJ
streets . IA GC::S~
6 6 % maximum grade observed across intersection. NJA
7 1 % minimum grade observed on all streets. sa. ([) ~'">r
..:.> j5:::
&Q.oW ""7". u'L) (
8 Maximum street grades per ordinance. 'X I--JLC:rr
-::.- t 1\ :ll~A ~
9 Underground pipes and utilities shown. '/- ~\
~4ciL.?L-.) c 0=-
10 Existing ground on centerline shown. Where --;-;~
topography is steep, existing ground left and right of ~ \:=0\":2-
centerline has been shown. Cross sections may be ~_ -"'ot.Te:'
required. ~_'XJST e-=-:-;. ('~
c v R.1> ? eo fJL.k 5 J--b wN
11 Finish grade profile for centerline and for top of curb ""S~
shown (left & right) if special grades required. ~ .~
~~rT~
12 Cul-de-sacs all have 1 % to 4 % cross slope between N/n
gutter lip and high point. C:~==SC=r
13 Super elevation grades shown where required by 111
Hig~way Design Manual. c:::s-~
14 Back of curb flow diverters indicated on proposed r1ft
county streets with grades over 5 % when no sidewalk
installed. ~G.r.
15 Centerline profiles of intersecting streets shown to ~ \-'k::XL:)
their point of intersection. (Showing curb return or ~ ~
other profiles in lieu of the centerline profile is not C:::)~L~
~
an adequate or correct representation.) D1-..J~\. -~
16 Off-tract profile to catch pt. shown where road is I1J If ,
constructed to subdivision boundary. ~~
-=8>;
~
C:::---r.Lo:y
(!;)
M )N)/... U/Y1 Gvt<-B 6124\')0 PE12 -PGtfrv. J % lVl}N I /'JoT
-5-
P QS5 J Be- ~ 0 rJ n.h.> 5 J TT:::.-
ITEMS
17 Centerline stations and elevations shown @ 100'
minimum intervals and @ all BVC, EVC, PIVC, and
grade breaks.
18 Profile slopes indicated.
-6-
OK N/A CITY
COMMENTS-
~
ITEMS OK N/A CITY
COMMENTS
Ill. DRAINAGE
A. Hydrology- Hydraulics
1 Contour maps-continue for 100 feet + beyond tV/A
property .
2 100 year water surface calculations completed when
natural watercourse or drainage facility flows through N)p,
or adjacent to subdivision or the property lies within
flood hazard or flood prone area and water surface
shown on plans.
3 EGL, HGL, Fl, EI, Q,A,S,V, freeboard at N)f1
Structures, structure losses, tailwater assumptions,
super or subcritical flow all indicated.
4 Adequacy of in-tract drainage system verified. NJA
5 All starting water surface calculations adequately
verified. (When computing beginning watersurface in IVI It
natural watercourse and no obvious point of control
is available, begin 500' downstream and work up to
point in question.)
6 Adequacy of off-tract drainage system verified. NJI}
,/
-7-
ITEMS OK N/A CITY
COMMENTS
B. Easements
1 Off-tract drainage improvements (plan and profIle)
and accompanying easements shown. Off-tract offers NJfr
of dedication for drainage easement submitted for
reVIew.
2 Off-tract work to be done but no easement
requirements. Right of entry submitted for review.
3 Easement widths indicated for (a) Closed conduits,
(b) Open channels.
4 Sufficient X -sections submitted to verify easement
widths and Development rights for open channels.
5 Access and ingress easements shown, graded to be
useable.
6 Minimum 12' ingress easement to public way ~
provided to all access easements. G~<2s,
~
7 Minimum 40' centerline radius for access easements NJ
shown. A c::.. ""5 ~
8 Structure setback line indicated and location verified ^1t}
with X-sections for unimproved channel. C
9 Fences shown as required where street crosses tv) tr
watercourse or drainage structure. e~Gq
10 Fences shown as required at outside boundaries of
open lined channel easements and water district NJIt
canals. C~ -z; C:::s;
-8-
ITEMS OK N/A CITY
COMMENTS
C. Structures
1 Inlet depths without manhole bases and max. dia.
pipes through inlets observed.
Type A 6' CC 3011 36" front 30" side
Type B 12' CC 3012 30" side y
Type C 4' CC 3013 36" front 24" side
Type D 6' CC 3016 36" front 24" side
Type E 4' CC 3017 36" front 24" side
2 Max. diameter pipes through manholes observed.
Type I 24" CC 3020 X
Type II 42" CC 3021
Type III 60" CC 3022
3 1.25' minimum freeboard in inlets and manholes. X
4 HGL shown in all structure profiles. HbL5tlg~JI\I
5 Type C inlet shown with grate unless in pedestrian
area, FL elevation of side opening also indicated. 'f.
6 Structure type indicated on plan or on structure list ~
on same plan sheet.
7 Type B or E inlets used on streets with grades 6 % or NJ(1
steeper.
8 Ladder grab irons provided for manholes over 12 N/A
feet deep.
9 Gutter spron lengths for A or B inlets specified for rJ/A
profile grades 3 % or greater.
10 Indicate internal dimensions of non-county standard NIl}
dra~nage structures used in private systems.
/
-9-
ITEMS OK N/A CITY
COMMENTS
D. Pipe
1 Closed conduit minimum slope of 0.003 observed. )(
2 Natural watercourses are Dlaced in closed conduits f'JIA
for flows less than 80 cfs.
3 Gage of corrugated steel or aluminum pipe noted on r-J/A
plans. C~(~
4 Water directed into inlet does not reverse the )<
direction of flow.
5 Minimum centerline radii of pipe checked. Beveled Nj(1
RCP lengths specified (bevel one or both ends) and
stationing of E.C. and B.C. indicated. C~~~
6 Outlet protection for closed conduits or lined rJln
channels provided. C;-~~
7 2' minimum cover over pipe observed (provided
manufacturer specs does not require more) unless 'I
special design and cales. submitted, 3' minimum
cover for plastic pipe.
8 Design Q shown on pipe profile. q rm-' 5.rf:)wN
9 Minimum cleansing velocity of 2 FPS with half
design flow observed. U-N )( NO 1AJ1\J
10 18" minimum pipe size. fVO
/
-10-
ITEMS OK N/A CITY
COMMENTS
E. Channels
1 Maximum velocity in earth channel verified by soils 'lJJ.A
report - minimum velocity 3 fps.
2 Improved earth channel side slopes shown to be 2: 1 NJp,
or less steep as specified by soils report.
3 Lined channel side slopes as specified by soils report. f'JJA
4 Areas noted to be cleared of structures, trees, brush, 1'0 J A
and debris within natural channel and watercourses.
j: \harary\impropln.lst
/
-11-
CITY OF CAMPBELL
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
ROAQV\Jf1'Y
1).",
" l':; ,.. -
", t, t, I.!
Dr-. .. e: l)
C 1 57995
CHECKLIST FOR STREET IMPROVEMENT PLANS
APPUCATION NO:
ADDRESS: Icr4113/J:5(O/J1 fhlf:;-- Pl2vIJe>lM:'D <;-J-bPP/lv'~
ENCROACHMENT PERMIT NO. Q,5-2.:L.3 Ll:J'Y\J-n::..--e
Instructions: This checklist provides advance notification to applicants of the City of
Campbell's fmal street improvement plans and submittal requirements. U sing this checklist
will expedite your application through the City's review process.
Prior to submitting a final street improvement plan list to the City Engineer, please place an
X- in the space to the right of each item below to indicate you have complied with, or place
N/A to indicate that the particular item does not apply. Review applicable sections, which
are referenced in parentheses, before checking off each item.
ITEMS OK N/A CITY
COMMENTS
I. GENERAL
1 Applicable General Notes included. (Attaclunent A) X
2 24 "X36" sheet size used, including borders. X
3 Title Block/scale/north arrow shown. '!
4 Plans capable of microfilm reproductions - minimum 'I
1/8 inch lettering.
5 Engineers name, number, expiration date and X
signature included.
6 Vicinity Map shown (must be microfilmable). X
7 Sheet Index and key map included for 3 or more
sheets. t00 Ke:i /V} PiP X
8 Limits of Public Works inspection clearly shown on X
plan, typical section, and bond estimate.
9 Street light locations/legend/PG&E signature shown. NA
By EkF
JVJf)f2lJlV Pf}(C65EJ1JT7
(40e) LJ3b--7SOO
/z)2j9~
ITEMS OK N/A CITY
COMMENTS
10 Request for annexation to Lighting District N/n
submitted. (Accompanied by map & me, and
bounds description and annexation fee).
11 Curb grade plans prepared by Public W orIes have ><
been incorporated into improvement plans and
verified as adequate.
12 Curb grade plans prepared by Engineer for review by
Public Works and cross-sections @ 50' max. N/fJ
intervals along road frontage and extending 150' min.
beyond limits of work. Profile line,centerline,& E.P.
13 Signing and striping plan plus existing striping N)f.}
included in improvement plans..see:. ..sIb IV tn... PLJh1j
14 Development No. (SUB,MS,LUP,DP) shown on
each sheet.
15 Fire District signature shown for access and fire NIA
hydrant location.
16 Verification of land rights for off-tract work (title IV)A
report, recorded easement, etc.)
17 Permits required from other agencies (Fish & Game, rJ/A
Caltrans, Army Corps of Engrs, Flood Control,etc.)
18 Right of entry submitted for review for all off-tract IV)A
work.
19 Plans for landscaping within the public right-of-way X
submitted for review.
20 Fence required along water district canals. /VIA
21 Water testing required before paving for grades less
~1%. l{JHA, I::, T}hs
-2-
=
ITEMS OK N/A CITY
COMMENTS
ll. ROADS
A. Typical Sections
1 Structural sections indicated per R-value.S ~E.:~ w tv/A
2 Curb type indicated. X
3 Right-ai-Way and street width dimensions shown. 'i
4 2: 1 max. cut/fill slopes shown beginning @ R1W X
lines - Soils Repon verifying exceptions.
5 Crown Slope indicated. y
6 Sidewalk shown. i
7 Pedestrian or bike paths shown. NIp,
8 Pavement Design Chart shown with T.1. values for NJA
review. P\JMT 8//11(., DE.c:.:Pu Pi
-3-
-:.
ITEMS OK N/A CITY
COMMENTS
B. Plan Views
1 Radius of curvature shown on all curves. X
2 20' curb return radii shown for major thoroughfares 'X
and industrial streets.
3 24' min. curb opening for private road intersection. ;/.,
4 Horizontal curves and sight distance designed per '<
Highway Design Manual.
5 Cul-de-sac radii (35' min.) shown. NJI1
6 Private road turnarounds shown. f1JJA
7 RIW and street width dimensions shown. '/,
8 Centerline stationing shown at 100' intervals and at X
all curves. B.C., E.C.
9 Lot/parcel lines and numbers/leners indicated. /'VIA
10 Valley gutters indicated. Flag flow lines at quarter X
points on curb returns and valley gutter centerline.
11 Stationing and offsets of all drainage structures "I,'
shown.
12 TIC elevation at all drain structures w/invert and FL
elevations shown. (Invert and FL elevations may be :1
shown on proflle if preferred. If proflle is not on
same sheet as plan view, TIC, invert, and PI
elevations must be shown on proflle.)
13 Drainage easements shown and dimensioned IV} A
14 Location of underground pipes and utilities shown. X
15 Street,monuments shown. NIPt
16 Off-tract slope easements shown, with x-sections, NIl)
topo and offer of dedication for slope easements
submined for review.
17 Pedestrian Paths shown. Basic grades shown. N)(:J
18 Wheelchair ramps shown at returns per StateStd.Plan X
-4-
ITEMS OK N/A CITY
COMMENTS
c. Profiles
1 Vert curves designed for proper speeds per Highway
Design Manual. y
2 Minimum vert curve lengths observed. 'i
3 Curb returns and cul-de-sac profiles shown (high and NIl)
or low pts. indicated when vertical curve is used).
4 Vertical curve used for grade breaks greater than tv
2 %. (3 % on sag curves). It)
5 6 % maximum gradient observed @ intersecting lv'
streets. lA
6 6 % maximum grade observed across intersection. IV/A
7 1 % minimum grade observed on all streetsk~ (!)
QoVV
8 Maximum street grades per ordinance. "/-
9 Underground pipes and utilities shown. y
10 Existing ground on centerline shown. Where
topography is steep, existing ground left and right of NJtJ
centerline has been shown. Cross sections may be
required. J;;._'i J S T c.vR.b ?~nl..k 51-bwi\J
11 Finish grade profile for centerline and for top of curb 'I
shown (left & right) if special grades required.
12 Cul-de-sacs all have 1 % to 4 % cross slope between f'J/ n
gutter lip and high point.
13 Super elevation grades shown where required by 1"
Higp.way Design Manual.
14 Back of curb flow diverters indicated on proposed fVIA
county streets with grades over 5 % when no sidewalk
installed.
15 Centerline profiles of intersecting streets shown to
their point of intersection. (Showing curb return or 1'111
other profiles in lieu of the centerline profile is not
an adequate or correct representation.)
16 Off-tract profile to catch pt. shown where road is !VjA-
constructed to subdivision boundary.
(!)
M )l\J)f.\ Utn Gvt< t3 6124oL.> Pt..~ Pt.--!j.v. J % M IN I /'VoT
-5-
POSSJ6L-6 ON ms 5 In;:::
ITEMS OK N/A CITY
COMMENTS.
17 Centerline stations and elevations shown @ 100' rv/lt
minimum intervals and @ all BYC, EYC, PIYC, and
grade breaks.
18 Profile slopes indicated. '/
-6-
ITEMS OK N/A CITY
COMMENTS
Ill. DRAINAGE
A. Hydrology-Hydraulics
1 Contour maps-continue for 100 feet + beyond rvJA
property .
2 100 year water surface calculations completed when
natural watercourse or drainage facility flows through N)p,
or adjacent to subdivision or the property lies within
flood hazard or flood prone area and water surface
shown on plans.
3 EGL, HGL, Fl, EI, Q,A,S,V, freeboard at N)f1
structures, structure losses, tailwater assumptions,
super or subcritical flow all indicated.
4 Adequacy of in-tract drainage system verified. NIp,
5 All starting water surface calculations adequately
verified. (When computing beginning watersurface in TV/It
natural watercourse and no obvious point of control
is available, begin 500' downstream and work up to
point in question.)
6 Adequacy of off-tract drainage system verified. N/"
-7-
ITEMS OK N/A CITY
COMMENTS
B. Easements
1 Off-tract drainage improvements (plan and profile)
and accompanying easements shown. Off-tract offers NJft
of dedication for drainage easement submitted for
reVIew.
2 Off-tract work to be done but no easement N)p,
requirements. Right of entry submitted for review.
3 Easement widths indicated for (a) Closed conduits, Njp,
(b) Open channels.
4 Sufficient X -sections submitted to verify easement Nj p.,
widths and Development rights for open channels.
5 Access and ingress easements shown, graded to be N) po,
useable.
6 Minimum 12' ingress easement to public way N)p,
provided to all access easements.
7 Minimum 40' centerline radius for access easements NJp,
shown.
8 Structure setback line indicated and location verified ~1t)
with X -sections for unimproved channel.
9 Fences shown as required where street crosses (VI ff
watercourse or drainage structure.
10 Fences shown as required at outside boundaries of
open lined channel easements and water district IV)Jt
canals.
-8-
ITEMS OK N/A CITY
COMMENTS
c. Structures
1 Inlet depths without manhole bases and max. dia.
pipes through inlets observed.
Type A 6' CC 3011 36" front 30" side
Type B 12' CC 3012 30" side "i
Type C 4' CC 3013 36" front 24" side
Type D 6' CC 3016 36" front 24" side
Type E 4' CC 3017 36" front 24" side
2 Max. diameter pipes through manholes observed.
Type I 24" CC 3020 X
Type II 42" CC 3021
Type III 60" CC 3022
3 1.25' minimum freeboard in inlets and manholes. X
4 HGL shown in all structure profiles. J.\bLs:4g~N
5 Type C inlet shown with grate unless in pedestrian
area, FL elevation of side opening also indicated. 1-.
6 Structure type indicated on plan or on structure list t-
on same plan sheet.
7 Type B or E inlets used on streets with grades 6 % or N/(i
steeper.
8 Ladder grab irons provided for manholes over 12 NJA
feet deep.
9 Gutter spron lengths for A or B inlets specified for IVIp,
profile grades 3 % or greater.
10 Indicate internal dimensions of non-county standard Nj ft
dra~nage structures used in private systems.
-9-
ITEMS OK N/A CITY
COMMENTS
D. Pipe
1 Closed conduit minimum slope of 0.003 observed. )(
2 Natural watercourses are placed in closed conduits ~/A
for flows less than 80 cfs.
3 Gage of corrugated steel or aluminum pipe noted on rJ/A
plans.
4 Water directed into inlet does not reverse the )<
direction of flow.
5 Minimum centerline radii of pipe checked. Beveled N/A
RCP lengths specified (bevel one or both ends) and
stationing of E.C. and B.C. indicated.
6 Outlet protection for closed conduits or lined rJl"
channels provided.
7 2' minimum cover over pipe observed (provided
manufacturer specs does not require more) unless X
special design and cales. submitted, 3' minimum
cover for plastic pipe.
8 Design Q shown on pipe profile. q tIK7r. >~wN
9 Minimum cleansing velocity of 2 FPS with half
design flow observed. GLN)'NOWN
10 18" minimum pipe size. NO
-10-
ITEMS OK N/A CITY
COMMENTS
E. Channels
1 Maximum velocity in earth channel verified by soils 'tJ/A
report - minimum velocity 3 fps.
2 Improved earth channel side slopes shown to be 2: 1 N}p,
or less steep as specified by soils report.
3 Lined channel side slopes as specified by soils report. N}A
4 Areas noted to be cleared of structures, trees, brush, tv} A
and debris within natural channel and watercourses.
j: \harary\impropln.lst
-11-
f? lie ~~
,,~ r~\
!:"1",
CITY OF CAMPBELL DEe 1 51995
PUBLIC WORKS DEPARTMENT
CITY ENGINEER'S CONSTRUCTION SURETY COST ESTIMATE
Address PRUNEY ARD SHOPPING CENTER - OFFSITE ROADWAY IMPROVEMENTS Date 12/15/95
Encroachment Permit No, 95-223 Application No,
ITEM ......... .UNITPRICBS FOR PROJECTAMQUNT..
, , ,
NO. DESCRIPTION QUANTITIES < $30 K $3QKtQ$150:K > $150 K $ AMOUNT
I. DEMOLITION/CLEARING
L CLEARING & GRUBBING LS
2, SA WCUT P,CCJA,C(UP TO 6") 1270 LF $450 $2,00 $3,810,00
3. P.CC REMOVAL 443 SY $30,00 $10,00 $10,189,00
4, CURB AND GUTTER REMOVAL 3833 LF $6,00 $2,00 $11,499.00
5. MEDIAN REMOVAL SF $4,50 $1.25
6, DEMOLISH EXISTING INLETIPLUG RCP'S EA
II. STORM DRAINAGE
1. 12" R.CP, (CLASS V) 10 LF $60.00 $20,00 $400.00
2, 15" RCP, (CLASS III) LF $65,00 $38,00
3, 18" RCP. (CLASS III) LF $70.00 $52,00
4, 24" RCP, (CLASS III) LF $80,00 $59,00
5. 30" R.CP, (CLASS III) LF $90,00 $65,00
6, T,V. INSPECTION (12") LF $1.20 $0,60
7. STD. DRAINAGE INLET 2 EA $1,600.00 $1,000.00 $2,600.00
(CC DETAIL 9)
8, FLAT GRATE INLET 1 EA $1,400,00 $900,00 $1,100,00
(CC DETAIL 6)
9. STANDARD MANHOLE EA $2,000.00 $1,300.00
(CSJ, DETAIL D-11)
(INCLUDES FRAME & LID)
10. BREAK AND ENTER M.HJD,L EA $700,00 $450,00
III. CONCRETE IMPROVEMENTS
1. SIDEWALK 17525 SF $6.50 $2,75 $78,86250
2, DRIVEWAY APPROACH SF $750 $3,75
12/15/95
Page 1 of 4
ITEM :::::::::: :0NITj>RICES: fOR f'ROJ~ct AM00Nt::
NO, DESCRIPTION QUANTITIES < $30 K $~!j iciQ$I~!j ic> > $150 K $ AMOUNT
3. CURB AND GUTTER 1320 LF $22,00 $15,00 $23,760.00
4. V ALLEY GUTTER SF $1250 $8,25
5, HANDICAP RAMP 10 EA $1,200,00 $700,00 $8,000.00
6, TYPE B-1 CURB 125 LF $12,00 $7,50 $1,18750
7, TYPE AI-B3 CURB LF $15,00 $10.00
8, COBBLESTONE MEDIAN SURFACE SF $12,00 $5,00
9. P,CC DRIVEWAY CONFORM SF $7,00 $4,50
lO. AC DRIVEWAY CONFORM SF $4,50 $3,00
IV. PAVEMENT
1. ASPHALT DIGOUT AND REPLACE 9584 CF $5,00 $2,50 $33,544.00
2. PAVEMENT WEDGE CUT (6') LF $5,00 $1.50
3, PAVEMENT GRINDING SF $0,80 $0,35
4, PAVEMENT FABRIC (PETRO-MAT) SY $2,00 $1.50
5, ASPHALT CONCRETE (TYPE A) 371 T $80,00 $35,00 $18,550,00
6. AGGREGATE BASE (CLASS 2) T $40,00 $12,00
7, SLURRY SEAL (TYPE II) SF $0.07 $0.05
8, SLURRY SEAL (TYPE III) SF $0,11 $0.07
V. TRAFFIC SIGNALSILIGHTS
1. DETECTOR LOOP (6' ROUND) EA $450,00 $250,00
2, DETECTOR LOOP (6' x 30') EA $650.00 $440.00
3, DETECTOR LOOP (6' x 50') EA $900.00 $640,00
4. ELECTROLIER EA $2,600,00 $1,800.00
5. 1 1/2" RIGID CONDUIT INTER 1270 LF $9,00 $5,00 $8,890,00
6, 2" RIGID CONDUIT 1270 LF $17.00 $10,00 $16,510,00
12/15/95
Page 2 of 4
ITEM ......'... .ONIJ'MIC$S. fOR JiROJ~ctAMQl;JNt,.
NO, DESCRIPTION QUANTITIES < $30 K $jQK't:O$i$OK: > $150 K $ AMOUNT
7, CONDUCTOR 1270 LF $0.70 $OA5 $698.50
8. PULL BOX (NO, 3 1/2) EA $300.00 $185,00
9. PULL BOX (NO.5) 8 EA $400,00 $300.00 $2,800,00
VI. STRIPING AND SIGNS
1. REMOVE PVMT. MARKINGS (PAINT) SF $2.50 $1.00
2, REMOVE PVMT MARKINGS (THERMO) SF $3,00 $IAO
3, REMOVE PVMT STRIPING LF $IAO $0.40
4, STRIPING DETAIL 9 LF $135 $0.35
5. STRIPING DETAIL 29 LF $2,25 $1.20
6. STRIPING DETAIL 32 LF $2AO $1.25
7, STRIPING DETAIL 37 (THERMO) LF $1.85 $1.00
8, STRIPING DETAIL 38 (THERMO) LF $2.50 $Ll5
9. STRIPING DETAIL 39 LF $1.50 $OA5
10, STRIPING DETAIL 40 LF $2.20 $1.00
II. LIMIT LINE LF $135 $0,90
12, CROSSWALK LF $135 $0,90
13. PAVEMENT MARKINGS (PAINT) SF $2,50 $1.60
14, PAVEMENT MARKINGS (THERMO) SF $5.50 $2,60
15. PAVEMENT MARKER (NON-REFL.) EA $4.50 $2,20
16, PAVEMENT MARKER (REFLECTIVE) EA $6,00 $3.15
17, TYPE K MARKER EA $95,00 $70,00
18. TYPE N MARKER EA $95,00 $70,00
19. SALVAGE ROAD SIGN EA $85.00 $65,00
20, RELOCATE ROAD SIGN EA $100,00 $75,00
21. INST, RD, SIGN ON EXIST POLE EA $200,00 $110,00
22, ROAD SIGN WITH POST EA $300,00 $195,00
12/15/95
Page 3 of 4
ITEM ::::::::::. UN(rMI(;ES: fij~ l'RijJ~ct AMQUNt.:
NO, DESCRIPTION QUANTITIES < $30 K $3QKro<$):~oK > $150 K $ AMOUNT
VII. LANDSCAPING
L IRRIGATION, PLANTING WORK 8550 LS $8,550,00
2, PRUNE TREE ROOTS EA $125,00 $85,00
3, TREE REMOVAL EA $650,00 $400,00
4, ROOT BARRIER (12") LF $20,00 $6,00
5, ROOT BARRIER (18") LF $25,00 $10,00
6, STREET TREE (24" BOX) EA $450,00 $250,00
7, STREET TREE (36" BOX) 35 EA $700,00 $400,00 $19,250,00
8. TOP SOIL BACKFILL CY
VIII. MISCELLANEOUS
L PEDESTRIAN BARRIER LF $75,00 $50,00
2, CHAIN LINK FENCE (6') LF $15,00 $9.25
3, RAISE MISC. BOX TO GRADE EA $300,00 $175,00
4, RAISE MANHOLE TO GRADE EA $400.00 $200,00
5, INSTALL MONUMENT BOX EA $450,00 $300.00
6, MEDIAN BACKFILL CY $19,00 $15.50
7, STREETLIGHT RELOCATION 8 EA $9,600,00
8. RELOCATE BUS SHELTER EA $3,000,00
9. PCC BUS PAD 320 SF $1,600.00
SUBTOTAL $264,40050
PREPARED BY: BKF M. PARISSENTI CONTINGENCIES %
TOTAL CONSTRUCTION ESTIMATE
REVIEWED BY: PRELIM, ENGINEERING 5%
CONST, ENGINEERING 5%
APPROVED BY: TOTAL ESTIMATE
FAITHFUL PERFORMANCE SURETY
K:\DESIGN\9 560 18\OFFRD.XLS
12/15/95
Page 4 of 4
~ 10/Vfh-5
CITY OF CAMPBELL
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
CHECKLIST FOR STREET IMPROVEMENT ~W~ ~ ~ ""
APPUCATION NO: DEe 151995
ADDRESS:
ENCROACHMENT PERMIT NO.
I"'
~..';:tS'-lR J::;
Instructions: This checklist provides advance notification to applicants of the City of
Campbell's fInal street improvement plans and submittal requirements. Using this checklist
will expedite your application through the City's review process.
Prior to submitting a fInal street improvement plan list to the City Engineer, please place an
X. in the space to the right of each item below to indicate you have complied with, or place
N/A to indicate that the particular item does not apply. Review applicable sections, which
are referenced in parentheses, before checking off each item.
ITEMS OK N/A CITY
COMMENTS
I. GENERAL
1 Applicable General Notes included. (Attachment A) X
2 24"X36" sheet size used, including borders. ~.
3 Title Block/scale/north arrow shown. 'i
4 Plans capable of microfilm reproductions - minimum X
1/8 inch lettering.
5 Engineers name, number, expiration date and K
signature included.
6 Vicinity Map shown (must be microfIlmable). X
7 Sheet Index and key map included for 3 or more
sheets. ~ k t:.:.i MI\(?
8 Limits of Public Works inspection clearly shown on )(
plan, typical section, and bond estimate.
9 Street light locations/legend/PG&E signature shown. N)!1
87
BK.F
MIJR7JN P;:JI2i>S'GlJT7
floa) 4S0-7SCO
/ ~I J ~/Cj~
ITEMS OK N/A CITY
COMMENTS
10 Request for annexation to Lighting District N)rr
submitted. (Accompanied by map & me, and
bounds description and annexation fee).
11 Curb grade plans prepared by Public Works have Nj(\
been incorporated into improvement plans and
verified as adequate.
12 Curb grade plans prepared by Engineer for review by
Public Works and cross-sections @ 50' max. tJ'
intervals along road frontage and extending 150' min. 1ft
beyond limits of work. Profile line, centerline, & E.P.
13 Signing and striping plan plus existing striping X
included in improvement plans.
14 Development No. (SUB,MS,LUP ,DP) shown on
each sheet.
15 Fire District signature shown for access and frre NIp,
hydrant location.
16 Verification of land rights for off-tract work (title NJA
repon, recorded easement, etc.) t
17 Permits required from other agencies (Fish & Game, NJ
Caltrans, Army Corps of Engrs, Flood Control,etc.) p,
18 Right of enrry submitted for review for all off-tract rJJA
work.
19 Plans for landscaping within the public right-of-way rJ)
submitted for review. A
20 Fence required along water district canals. N}A
21 Water testing required before paving for grades less t"J ) 11
~1%.
-2-
. .
=
ITEMS OK N/A CITY
COMMENTS
ll. ROADS
A. Typical Sections
1 Structural sections indicated per R-value. SSE#' '3
2 Curb type indicated. X
3 Right-of-Way and street width dimensions shown. X
4 2: 1 max. cut/fill slopes shown beginning @ R1W ;';/Py
lines - Soils Report verifying exceptions.
5 Crown Slope indicated. "'fA
6 Sidewalk shown. )(
7 Pedestrian or bike paths shown. ~
8 Pavement Design Chart shown with T.!. values for 'X
review. tv (-"'Y\) Ac... {~ II _ _ _
(' }") b_t.::y U r'T
-3-
-=-
ITEMS OK N/A CITY
COMMENTS
B. Plan Views
1 Radius of curvature shown on all curves. X
2 20' curb return radii shown for major thoroughfares .~
and industrial streets.
3 24' min. curb opening for private road intersection. Nj t)
4 Horizontal curves and sight distance designed per NIt)
Highway Design Manual.
5 Cul-de-sac radii (35' min.) shown. tV} I)
6 Private road turnarounds shown. >>ViA
7 R1W and street width dimensions shown. t
8 Centerline stationing shown at 100' intervals and at NJI)
all curves. B.C., E.C.
9 Lot/parcel lines and numbers/letters indic:lted. NJA
10 Valley gutters indicated. Flag flow lines at quarter /VIA
points on curb returns and valley gutter centerline.
11 Stationing and offsets of all drainage structures 111
shown.
12 T/C elevation at all drain snuctures w/invert and FL
elevations shown. (Invert and FL elevations may be N)f)
shown on prof1le if preferred. If prof1le is not on
same sheet as plan view, T/C, invert, and PI
elevations must be shown on profIle.)
13 Drainage easements shown and dimensioned tv) 11
14 Location of underground pipes and utilities shown. X
15 Street,monuments shown. rv) f!
16 Off-tract slope easements shown, with x-sections,
topo and offer of dedication for slope easements /VIA
,I
Submitted for review.
17 Pedestrian Paths shown. Basic grades shown. /Vif)
18 Wheelchair ramps shown at returns per StateStd.Plan I tv/A _
-4-
-=-
--
ITEMS OK N/A CITY
COMMENTS
C. Profiles
1 Vert curves designed for proper speeds per Highway fJ / A
Design Manual.
2 Minimum vert curve lengths observed. fY) A
3 Curb returns and cul-de-sac profiles shown (high and NJA
or low pts. indicated when vertical curve is used).
4 Vertical curve used for grade breaks greater than (V/fJ,
2 %. (3 % on sag curves).
5 6 % maximum gradient observed @ intersecting Njp,
streets.
6 6 % maximum grade observed across intersection. NJA
7 1 % minimum grade observed on all streets. N}A
8 Maximum street grades per ordinance. N/fj
9 Underground pipes and utilities shown. lV/r,
10 Existing ground on centerline shown. Where
topography is steep, existing ground left and right of NIp,
centerline has been shown. Cross sections may be
required.
11 Finish grade profile for centerline and for top of curb N/A
shown (left & right) if special grades required.
12 Cul-de-sacs all have 1 % to 4% cross slope between IV/A
gutter lip and high point.
13 Super elevation grades shown where required by NJA
Hig~way Design Manual.
14 Back of curb flow diverters indicated on proposed
county streets with grades over 5 % when no sidewalk AlA
installed.
15 Centerline profiles of intersecting streets shown to
their point of intersection. (Showing curb return or IV/A
other profiles in lieu of the centerline profile is not
an adequate or correct representation.)
16 Off-tract profile to catch pt. shown where road is tV)/>,
constructed to subdivision boundary.
-5-
ITEMS OK N/A CITY
COMMENTS,
17 Centerline stations and elevations shown @ 100' N/n
minimum intervals and @ all BVC, EVe, PIVC, and
grade breaks.
18 Profile slopes indicated. rJJA
-6-
ITEMS OK N/A CITY
COMMENTS
III. DRAINAGE
A. Hydrology- Hydraulics
1 Contour maps-continue for 100 feet + beyond Iv/
property . Ii
2 100 year water surface calculations completed when
natural watercourse or drainage facility flows through
or adjacent to subdivision or the property lies within NIA
flood hazard or flood prone area and water surface
shown on plans.
3 EGL, HGL, Fl, EI, Q,A,S,V, freeboard at
structures, structure losses, tailwater assumptions, NJ~
super or subcritical flow all indicated.
4 Adequacy of in-tract drainage system verified. I'J/ A
5 All starting water surface calculations adequately
verified. (When computing beginning watersurface in
natural watercourse and no obvious point of control I'J I A
is available, begin 500' downstream and work up to
point in question.)
6 Adequacy of off-tract drainage syste'm verified. t-JA
-7-
ITEMS OK N/A CITY
COMMENTS
B. Easements
1 Off-tract drainage improvements (plan and profile)
and accompanying easements shown. Off-tract offers IV)A
of dedication for drainage easement submitted for
reVIew.
2 Off-tract work to be done but no easement /VIA
requirements. Right of entry submitted for review.
3 Easement widths indicated for (a) Closed conduits, ^1A
(b) Open channels.
4 Sufficient X -sections submitted to verify easement NIl>-.
widths and Development rights for open channels.
5 Access and ingress easements shown, graded to be NIp,
useable.
6 Minimum 12' ingress easement to public way N/A
provided to all access easements.
7 Minimum 40' centerline radius for access easements AlIA
shown.
8 Structure setback line indicated and location verified N/(1
with X-sections for unimproved channel.
9 Fences shown as required where street crosses IV/A
watercourse or drainage structure.
10 Fences shown as required at outside boundaries of NJ{\
open lined channel easements and water district
canals.
-8-
ITEMS OK N/A CITY
COMMENTS
c. Structures
1 Inlet depths without manhole bases and max. dia.
pipes through inlets observed.
Type A 6' CC 3011 36" front 30" side
Type B 12' CC 3012 30" side f\J JP,
Type C 4' CC 3013 36" front 24" side
Type D 6' CC 3016 36" front 24" side
Type E 4' CC 3017 36" front 24" side
2 Max. diameter pipes through manholes observed.
Type I 24" CC 3020 NIp,
Type II 42" CC 3021
Type III 60" CC 3022
3 1.25' minimum freeboard in inlets and manholes. IV/A
4 HGL shown in all structure profiles. N}n
5 Type C inlet shown with grate unless in pedestrian lV/A
area, FL elevation of side opening also indicated.
6 Structure type indicated on plan or on structure list ~jJA
on same plan sheet.
7 Type B or E inlets used on streets with grades 6 % or I.t
steeper. ~A
8 Ladder grab irons provided for manholes over 12 NJA
feet deep.
9 Gutter spron lengths for A or B inlets specified for /Vjn-
profile grades 3 % or greater.
10 Indicate internal dimensions of non-county standard ^fA
drainage structures used in private systems.
-9-
ITEMS OK N/A CITY
COMMENTS
D. Pipe
1 Closed conduit minimum slope of 0.003 observed. fv/(\
2 Natural watercourses are placed in closed conduits NIA
for flows less than 80 cfs.
3 Gage of corrugated steel or aluminum pipe noted on rJIA
plans.
4 Water directed into inlet does not reverse the NJ(l
direction of flow.
5 Minimum centerline radii of pipe checked. Beveled
RCP lengths specified (bevel one or both ends) and {V)A
stationing of E.C. and B.C. indicated.
6 Outlet protection for closed conduits or lined N/A
channels provided.
7 2' minimum cover over pipe observed (provided
manufacturer specs does not require more) unless {'v11l'
special design and cales. submitted, 3' minimum
cover for plastic pipe.
8 Design Q shown on pipe profile. ftl} A
9 Minimum cleansing velocity of 2 FPS with half JJ/A
design flow observed.
10 18" minimum pipe size. NJI\
-10-
ITEMS OK N/A CITY
COMMENTS
E. Channels
1 Maximum velocity in earth channel verified by soils vty"
report - minimum velocity 3 fps.
2 Improved earth channel side slopes shown to be 2: 1 /V/A
or less steep as specified by soils report.
3 Lined channel side slopes as specified by soils report. J'J/A
4 Areas noted to be cleared of structures, trees, brush, /VIA
and debris within natural channel and watercourses.
j : \harary\impropln.lst
-11-
.;
CITY OF CAMPBELL
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
CHECKLIST FOR ON-SITE GRADING 81 DRAINAGE
APPLICATION NO: S;r:' 74-cJ6'/ 4// f?~'l9
ADDRESS: /~75 ~. 8/?~,4 ~J/c.
ENCROACHMENT PERMIT NO. A/
Instructions: This checklist provides advance notification to applicants of the City of
Campbell's final ,on-site grading & drainage plans and submittal requirements. Using this
checklist w.i~1 expedite your application through the City's review process. .
Prior to submitting a final on-site grading & drainage plan list to the City Engineer, please
place an X in the space to the right of each item below to indicate you have complied with,
place N/ A to indicate that the particular item does not apply. Review applicable sections,
which are referenced in parentheses, before checking off each item.
ITEMS OK N/A CITY
COMMENTS
I. GENERAL
1 ADDlicable General Notes included.
2 24" X 36" sheet size used, including borders.
3 Title Block/scale/north arrow shown.
4 Plans capable of microfilm reproductions - minimum
1/8 inch lettering.
5 Engineers name, number, expiration date and
sianature included.
6 Vicinitv MaD shown (must be microfilmable).
7 Sheet Index and key map included for 3 or more
sheets.
8 Umits of Public Works inspection clearly shown on
Dlan, typical section, and bond estimate.
9 Street light 10cations/legend/PG&E signature shown.
10 All adiacent streets labeled correctly.
11 ' Reference to City benchmark.
12 Property lines and existing/proposed easements
shown.
13 Streets dimensioned (existing right-of-way,
pavement, curb, gutter, sidewalk and parkways).
14 Adiacent properties labeled as to use.
.'
ITEMS OK N/A CITY
COMMENTS
II. GRADING
15 l' contour lines (existing and proDosed).
16 Existing and proposed building locations and pad
elevations.
17 Finished arade elevations at building comers.
18 Lot corner elevations and the elevation at the high
point in the yard. -
19 Side and rear yard topography extending a sufficient
distance beyond property line (20' minimum) to
dete~mine ~that proposed grading will not impede
existing drainaae patterns.
20 Existing and orooosed fences or retaining walls.
21 Quantities of earth to be moved indicated on olan.
22 Lots numbered and dimensioned oer final mao.
23 Grading conforms to approved site plan.
24 Sufficient elevations on adjacent parcels must be
indicated to demonstrate that proposed grading will
not imoede existing drainage oatterns.
.
ITEMS OK N/A CITY
COMMENTS
III. DRAINAGE
25 Location and elevation of overland release to
oublic storm system shown.
26 Roof drainage outlets shown.
27 Interior drainage facilities identified (catch basins,
oipes, ditches, etc.).
28 Size, grate elevation and invert elevation of all
inlets shown and cross section of drainage swales
shown.
29 Pipe materials, slooes and sizes shown.
30 . Channelization of flows to adjacent properties will
not be allowed.
31 Construction of french drains will not be allowed.
32 Sheet flow across public prooertv will not be allowed.
i: \pwintern \ardchk.lst
-2-
REVIEW COMMENTS
PRUNEY ARD SHOPPING CENTER
1875 South Bascom
PROVIDE A REPORT REGARDING THE HYDROLOGY, HYDRAUliCS, EXISTING
SYSTEM AND PROPOSED IMPROVEMENTS.
HERE. IS A 'PARTIAL SUMMARY OF INFORMATION THE CITY WOULD LIKE TO-
HA VB' INCLUDED IN THE REPORT, PLUS ADDITIONAL COMMENTS AND
QUESTIONS.
1. WHAT IS THE IMPACT OF THE PROPOSED IMPROVEMENTS? DISCUSS
RELOCATION OF PUBliC STORM DRAIN FACIUTIES ON CAMPBELL
AVENUE.
2. INCLUDE A FINAL EXHIBIT(S) IN YOUR REPORT. THE ONE SUBMITTED
APPEARS PRELIMINARY.
3. SHOW LOCATION OF PROPOSED 20' EASEMENT. PURPOSE?
4. SHOW RELEASE OR OVERFLOW POINTS FROM VARIOUS TRIBUTARY AREAS
AND TO THE PUBliC STREETS.
5. WHAT WILL BE THE IMPACT OF A NEW TOWER BUILDING, RESTAURANT,
MOTEL EXPANSION, NEW RETAIL, ETC.?
6. HOW DO YOUR RUNOFF CALCS, Q'S, ETC. COMPARE TO THE CITY'S STORM
DRAIN ANALYSIS PREPARED BY BARRETT CONSULTING'GROUP?
7. MORE SURCHARGE, LESS OR ? ON THE CITY SYSTEM AND THE PRUNEY ARD
SYSTEM?
8. SHOW ALL THE ON-SITE INLETS.
9. INCLUDE: INTRODUCTION, PURPOSE, OBJECTIVE, METHODOLOGY,
SUMMARY RECOMMENDATIONS, CONCLUSIONS, ETC.
10. PLOT STORM DRAIN EASEMENTS.
11. WHAT IS THE IMPACT ON LOS GATOS CREEK?
I Brian Kangas fnUlk
981 Ridder Park Dr.. H100
San Jose. CA 95131
408-436.7500 FAX 408-436-1194
FACSIMILE TRANSMITTAL
Datemme: 1 'L, 1'-1 ..OJ5 BKF No: OJ 5bOJ 8
Deliver To: M ,~~ a vJ N N d
Company: Gftfn pg €'U-
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From: M f1R DT0 PAe./~ 0\1))
SUBJECT: 'TfJ..PrP-'P-lG S Ibl\J/1l,-~ - P-e-uN e:yJ9(:).6
:# Pages (Including this one): 5 Hard copy to follow?: Yes _ No
REMARKS:
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[S .::l>i8
0v:91 S661-vl-J3G
CITY OF CAMPBELL
PUBUC WORKS DEPARTMENT
CITY ENGINEER'S CONSTRUCTION SURETY COST ESTIMA TE
Address pruncyanl Shopping: Cenlt:r - Si~a1s at CampbellfUnion and BascornlEmrancc
Encrolldunent Permit No,
Date 12114195
Application No.
ITEM UNIT PRICES FOR PROJECT AMOUNT
NO. DESCRIPTION QUANTITIES < 530 K 530 K. to $150 1< > $IS0 K $ AMOUNT
L DEMOUnON/CLEARING
L CLEARING &. GRUBBING LS $S.ooo.OO
2. SA WCUT P,CCJA,C.(UP TO 6") LF ::,:: ::::$4.50: S3JlO 52.rXJ
3. P.C.c. REMOVAL SY :,:::::::530.00: 523.00 510.00
I . . . . . . . . . .
4. CURB AND GUTTER REMOVAL LF '."""5;6' '6 52,00
::: ::;::::: , ,,(], , $3.00
S. MEDIAN REMOVAL 800 SF ::;::::::.:$.430: S2.2S S 1.25 53.600.00
. . . . . . . .
6. DEl'-fOLlSH EXISTING INLETIPLUG RCF'S EA
n. STORM DIlAINAGF.
1. 12" R,C.P. (CLASS V) LF :>:<:S~;QO: $40,00 $20.00
, ' , . . . . . . .
2, IS" R.C.P. (CLASS 111) LF ::-:}:$$$';CXj: $48.00 $38.00
3, IS" R.C.P, (CLASS Ill) LF ,----.-. '.: 00' $60,00 552.00
:::;:~J~.., :
4, 24- R.C.P, (CLASS In) LF ::::<<:s&Q:oii $68.00 559.00
.. ......
5. 30" R.C.P. (CLASS UD LF ::'<::$..~Q,<<r 575,00 565.00
. . . . . .. ".
"
6. T.". INSPECTION (12") LF :::::-:,:::Sl.io: $0,75 50.60
.. ... ,....,
7, 5m, DRAINAGE INLET EA : :. :S~ ;!:,i)i,{M): $1.300.00 $1.000.00
(C.C, DETAIL 9)
8, Fl.ATGRATE INLET EA \~1;~.06: $1.100.00 5900.00
. . . , . . . . . . .
(C.c. DETAIL 6)
"
....,..... .
9. STANDARD MANHOLE EA :::~~;~W 51,600.00 S 1,300,00
(C,SJ. DETAIL 1).11)
(INCLUDES FRAME &LIO)
10. BREAK AND El'"l"ER M.HJDJ. EA ::::;::$700,:00: $S50,00 $450,00
. . . . . . . .
"
Ill. CONCRETE IMPROVEMENTS
1. SIDEW ALK SF ''-''-'$6' '0' $4.50 $2.75
::::'::::::, , ,;?, :
2. DRIVEWAY APPROACH SF :::::;:::::S.i;50: 55,50 $3.75
....".... .
12/14/95
Page 1 of S
G0'd
t>611 9[t> 80t>
[S ='>i3
0t>:91 S661-t>1-J3a
ITEM
NO. DESCRIPTION
3, CURB AND CUTrER
4. V AllEY GUTTER
S. HANDICAP RAMP
6. T't"PE B-1 CURB
7, TYPE AI-B3 CURB
8. COBBLESTONE MEDIAN SURFACE
9, P.C,C. DRIVEWAY CONFORM
10, A,C. DRlVEW A Y CONFORM
IV. PAVEMENT
1- ASPHALT DJ(',oUT AND REPLACE
2. PA VEMEN! WEOOE CUT (6')
), P A VEMEN! GRINDING
4. PA YEMENT FABRIC (PETR.O-~tA T)
5. ASPHALT CONCRETE (TYpf: A)
6, AOORBGA"Ie BASE (CLASS 2)
7, SLURRY SEAL (TYPE II)
8, SLURRY SEAL (TYPE HI)
v. TRAfFIC SIGNALS/LIClITS
l. DETECTOR LOOP (6' ROUND)
2, DETECTOR LOOP (6' x 30')
3, DETECTOR LOOP (6' J( 50')
4. BLBCTROUER
5. 1 112' RIGID CONDUIT INTER
6. 2" RIGID CONDUIT
12114/95
m'd
v611 9f:v 80v
UNIT PRICES FOR PROJECT AMOUNT
QUANTIIlES < $30 K 530 K 10 $150 K > $150 K
LF :;::::>$~:OO S18,00 $15.00
SF ;:::;:;::SI1,;iQ:
. ......,.,
,.
EA ;:::Sl~~oO;W
LF :;:>:::$:ji<<{
. . . . . . . . .
LF ;:;:;:>s:rs:oci:
. . . . .. ....
SF :<:s:12.:ob:
. . . . . , . , . . .
SF {;::.;::~t.Q<j:
SF:;:-:::;:~.:s9
(J" }:::':::$:$.'<ici:
Lf :::;:;:::::~~1iti
SF" '''0'80
:::::::::::~<,.: ...:
Sy ::::::::$t~:
T :::::::::$80;00:
.......... .
T ::::::::$4ri.~'
Sf ::>;:::;::'$0.:01.:
SF :::?<),ci;l:(
9 EA ::::',:S450:<l<.f
.......... .
EA ::::A~Q;oo:
EA :::::)~r;iiM:
EA ::::S2:~.1)():
LF :'::::\~~~:
250 LF ::ht.<lo:
$ AM:OUNT
$10,00 $8,25
5800,00 $700.00
$9,50 $i50
$12,00 SIO,OO
$8.00 $5,00
S5,50 $4,50
53,75 53,00
,"- ,
$3.50 52.50 / ,
I
5250 SI.5O'
,
$0,50 $0,3~ r hOD
, ~
" '"
$1.85 $1.5Q
550,00 535.00
\
520.00 $12,00
.'
50,06 $0.05 i
/
SO.Q9 $0.07
5300.00 $250,00
$540.00 $440.00
$750.00 5640.00
$2.200,00 SI.800,00
$7,00 $5,00
513.00 510,00
54.050,00
$4,250.00
Page 20fS
[S ::l>l8
0v:91 S661-vl-J3G
ITEM
NO. DESCRIPTION
7. CONDUCTOR
8. PULL BOX (NO, 3 1/2)
9. PULL BOX (NO.5)
10, AUTOSCOPE SYSTEM
II. POLE WITH MAST ARM
12. loB POLE
13, SIGNAL HEAD
14, PEDESTRIAN SIGNAL HEAD
15, ELECTROLIE~ SIGNAL POLE
16. CONTROLLER CABINET
17 SERVlCE CAHlNET
18. PULL BOXES
19. CABINET FOUNDATiON
VI. S11UPING AND SIGNS
1. REMOVE PYMT, MARKINGS (PAINTI
2, REMOVE PVMT. MARKINGS (THERMO)
3, ~EMOVE PVMT SllUPING
4, STRIPING DETAIL 9
5, STRIPING DET AlL 29
6, STRIPING DETAIL 32
7. STRIPING DETAIL 37 (TtiERMO)
8. STRIPING DETAIL 38 (rnERMO)
9. STRIPING DETAIL 39
10. STRIPING DETAIL 40
12/14/95
v0'd
v61't 9~v 80v
UNIT PRICES FOR PROJECT AMOUNT
QUANTITIES <530 K $30 K TO $150 KI ;> $150 K
250 LF ::::>:::::~,:1,q: $0.55 I $0,45
$ AMOUNT
5175.00
fA :<)~;OO: $240.00 5135.00
11 EA :;:>:S4QQiJQ: $350.00 5300,00 54.400.00
....... '..
1 L-,) :$~P:Oijj,~ 530,000.00
4 EA ,:' :S5:()('(J.OO: $20.000.00
...... "
4 EA :>:: :$900;00 53.600.00
. . , . , . . . . .
Ig EA ::<::~,~: $7.200.00
6 EA ,:::::sisO.oo: 5I,:'iO(J,00
. . . . . . . . .
.. "'"
4 EA :;: :~:~ .0000.;oQ $4.000,00
I EA >' :S6;Qjjo.f)(j: 56.000.00
1 EA ::::$i:~;~: S2,OOO.00
EA :>)~r;i;)A~:
2 EA ::ji:t.:i!~~: $2,000.00
.,
SF :>:::::::~,:~Q: 51.50 $1.00
SF ::::.:::>:SJ.OO: $2,00 $lAO
..... ......
LF :<:::':$\~O: $().80 $0,40
. ,... ..
1960 LF :>::::::~i:;~~: $0.85 $0.35 52.646.00
SSO LF ;:::::::::.52:25: $1.65 $1.20 51.305.00
. . . . ' , . . . . .
530 LF ""-""'$2:40' $1.75 $1.25 S 1 .272.00
: : ~ : ~ : : : : ;: , .','. .:
LF ::}::::sLs~: $1.50 $LOO
690 LF :::,>::::tt:"'ill: $1,85 $1.15 $1.725.00
.". ... '.'.
141& LF .::::::::::$t~50: $0.85 50.45 52,127.00
...... '..
300 LF ::::::;::::siio: $1.70 $1.00 5660.00
..' ........
Page 3 of 5
[5 =l>i3
lv:91 S661-vl-J3G
~0'd ll:llOl
ITFM
NO, DcSCRlf'TlON
11 , Ln-fIT L.INE
12. \.:/WSSWALK
I, p^ YEMEN! MARKINGS CPAINTI
14, ['A VEMENT M"RKlNGS (TJ..IERMO)
i), I' A\' EMENT MARKI!.R (NON.RHFl-.)
lfi VA VRrvlENT MARKER (REFLECTIVE)
17. TYPl! K MARY.ER
Ill, TY Ph l'l MAK!(ER
IQ ~A TV AGF. ROAD SIGN
20. I\ELOChTE RO^D SIGN
ll. IN:)!, KIJ, SK11\' ON EXIST. POLe
" ROAD SIGN WITH POST
VII. LANDSCi\PtNC
I. iRRIGATION, PLANTING WORK
2, PRUNE TREE ROOTS
3, TKI!E Rl!MOV ^l,
4, ROOT BARRIER (12")
S. ROOT BARRIER (Ia")
6, STREeT TlUl'S: (24" BOX)
7, STREET TREE (36" BOX)
8, TOP ~OIL BACJCFD..L
YW. M1SCELLAI'lEOUS
l. PBDESi1l.IAN BARR.IER
J, CHAIN LINK I'!:NCB (15')
3, RAISE MISe. BOX: TO GRADE
12114/9.5
Sel'd
V'6 H 9~V' eelV'
VNIT PRICES fOR PRomer AMOUNT
-: $30 K~'10 " TO Sl.~O K > $150 K
$1.05 SO.\lO
QUANmlliS
,.Fi:::::::~p5:
,:.
oU() LF ':::::.> S:J:~5'
:Sl'::.,:~i.so:
~oo SF }>)i~o
I3A :' :S4;.~O'
'., ..
, . . . . . . . , ' .
bA ,;::::::::l:tWO:
.,
, "
, , ' . . , . , . . .
fA ::::'i.q~(iti
EA :>:}9~:OO:
. . . . . . . . . . .
,<,:,:,:,:,....'. ,',
EA :>:::s~.w:
FA ::::::: '100 f!O:
IlA :-:~2\ll:):tJ!l
l' EA ;::::~~~,W
1.$ ,'.,."","
, . , '.'." . . ..
F.A :;:':)f~~oo.:
E.A :::;:i6S0:OO
.,.....
....
l.J' ,:::::,~iQw:
... ...
LF ::;:::::m~;
E.A ::'H~~:W.:
~A :::::~:!ij),:ao:
CY I:::' . :'::
1:,-':: Co','"
,','
.-
.... .....
1,1= :/::::!;:7~:OO:
Ll' :::::::~1:5.QQ:
.. ..,..
. . . . . . . . , , ,
.:.:-:.:.:.:.:.;.:.:.:
EA >:~::sjpoJij:
$1.05
$1.90
$3.80
53.00
$4,13
$80,00
$80,00
:175,00
5115,OO
$145,00
$240.00
$1..50
$100.00
$500,00
$10,00
515.00
$325.00
$~'O.oo
~MJ1O
$11.50
~:WO,OO
IS jA8
50,90
S1.GO
$2.60
51.20
$~.lS
570,00
$'0,00
SOj,OO
$75,00
$1/0,00
$19:1,00
585,00
$100,00
S6,00
$10,00
$250,00
$400,00
550.00
$').15
u".uu
$ AMOUNT
$,Q4,OO
S4.4UO.UlI
33.300,00
Page 4 of 5
lV':91 S661-V'1-J3cr
ITEM UNIT PRICES FOR PROJECT AMOUNT
NO, DESCRIPTION QUANTITIES < $30 K $30 K TO $150 K > $150 K $ AMOUNT
4, RAISE MANHOLE TO GRADE $275,00 $200.00
5, INSTALL MONUMENT BOX $350,00 $300,00
6, MEDIAN BACKFILL $17,00 $15,50
7, STREETLIGHT RELOCATION EA $1,200,00
8, RELOCATE BUS SHELTER EA $3,000.00
9. PCC BUS PAD SF $5.00
SUBTOTAL $110,804,00
PREPARED BY: BKF - M, Paris senti CONTINGENCIES %
TOTAL CONSTRUCTION ESTIMATE
REVIEWED BY: PRELIM, ENGINEERING %
CONST, ENGINEERING %
APPROVED BY: TOTAL ESTIMATE
FAITHFUL PERFORMANCE SURETY
K:\DESIGN\9560 18\TRAFFICXLS
/10 I f;Oi-J
- 30 ----
---:--c {..I L)
gO 16
12/14/95
Page 5 of 5
.c.
.c.
THE
PRUNEYARD
.c.
-c.
\V I I L I A tv\ W I I SUN & 1\ S :-, () C I 1\ T L S
,.f:!: """
ll~",.' ~:..
,~
December 12, 1995
r't
I J . ,,,. l~.
- L". 4. 7995
Michelle Quinney
Acting City Engineer
Public Works Department
City of Campbell
70 North First Street
Campbell, CA 95008-1423
Re: S 94-08/UP 94-19 The Prune Yard
Public Works Conditions of Approval
Dear Michelle:
Enclosed please find your draft of the proposed cost sharing agreement between the City of
Campbell and the Prune Y ard and the related letter agreement, both marked to show changes to
the language we would like included. In the spirit of your draft, we have tried to keep our
comments to a minimum.
Please call to discuss after you have had a chance to review.
Yours truly,
~~s,
Christopher Meany
I.ill '-'e !Il i' I',il! .'\
'r!:;
,\i I,'
-:1:
-i ':."1
LETTER AGREEMENT BETWEEN THE CITY OF CAMPBELL
AND PRUNEYARD ASSOCIATES FOR FUTURE DEDICATION
OF EASEMENTS AT 1875 S. BASCOM AVENUE
The following easements and dedication will be included on the parcel map for the 1875 S.
Bascom A venue:
-Dedication of additional right-of-way along Bascom Avenue to the new back of walk. (See
condition #7 of Resolution No. 8776).
-Dedication of storm drain easement along westerly boundary of Pruneyard (Condition 5K-3 of
Resolution No. 8776).
-Dedication of signal maintenance easements for maintenance of traffic signal equipment at the
Campbell Avenue/Union Avenue intersection and at the Bascom Avenue/North Pruneyard
driveway intersection.
The parcel map including these easements will be filed within 6 months from the date of this
letter agreement. If the map is not filed within 6 months of this agreement, separate documents
providing the r quired dedications and easements will be prepared by PRUNEY ARD
ASSOCIATES ~ the City's review and recording.
YOF
.1995.
AGREED TO THIS
PRUNEY ARD ASSOCIATES
By:
~~oJ~
~ CoO~ -tv ~
oJ- \.e..a-~.\- 4 ~ <;
oJ~~.
CITY OF CAMPBELL, a municipal corporation
of the State of California
By:
Public Works Director
AGREEMENT BETWEEN THE CITY OF CAMPBELL
AND PRUNEYARD ASSOCIATES FOR THE CONSTRUCTION
OF TRAFFIC SIGNAL AND INTERSECTION MODIFICATIONS -
CAMPBELL A VENUE AT UNION A VENUE AND BASCOM A VENUE \\0. f\\-"i'
AT THE PRUNEYARD NORTHERN DRIVEWAY V\',t'\'\ \
THIS AGREEMENT is made and entered into on the day of , 1996 by and
between the City of Campbell, a municipal corporation of the State of California, hereinafter
referred to as "Campbell" and Pruneyard Associates hereinafter referred to as "Developer".
RECITALS
WHEREAS, Campbell plans to construct traffic signal and intersection modifications to the
intersections of Campbell A venue at Union A venue and Bascom Avenue at the northern
Pruneyard driveway, including modifications to the existing signal system, removal of existing
median islands, installation of new pavement, and removal and replacement of existing pavement
markings, and traffic signal conduit and conductors within the public right-of-way (hereinafter
referred to as "project"), during fiscal year 1995-95; and
WHEREAS, Resolution No. 8776 of the City Council of Campbell on February 7, 1995 did
approve S 94-08/UP 94-19 for site modifications and a use permit for the Developer's proposed
development at 1875 S. Bascom Avenue (Pruneyard); and
WHEREAS, a conditions of approval of S 94-08/UP 94-19 required the Developer to enter into
a cost sharing agreement with Campbell for construction of the traffic signal and intersection
modifications for the intersection of Campbell Avenue at U nion Avenue and to provide the
design of the traffic signal and intersection modifications for the intersection of Bascom Avenue
at the northern Pruneyard driveway; and
WHEREAS, immediate construction of the project is necessitated by the Developer's approved
adjacent development at 1875 S. Bascom Avenue; and
WHEREAS, the project will benefit the public, the Developer, and Campbell;
NOW, THEREFORE, in consideration of each other's mutual promises, and in satisfaction of
the conditions for the Developer's site approval and use permit, the parties hereto agree as
follows:
1. PLANS AND SPECIFICATIONS
Developer will prepare plans for the construction of the project. Specifications to be
used for the project will be the City of Campbell Standard Specifications and Details for
Public Works Construction. Developer will submit complete project plans to Campbell
for review and approval. Developer will comply with all requirements to obtain an
encroachment permit to construct the project.
2. AWARD OF CONTRACT AND CONSTRUCTION OF PROJECT
Developer will solicit bids, award, and administer the construction contract. Developer
i
j
~l
,rt
~--
11
J,'1
j
\)Rf\r\
shall provide three competitive bids for the project to Campbell for review and approval
prior to award of a contract for construction of the project. Campbell reserves the right
to reject all bids. Developer will award the project rk to the lowest responsible
bidder. Campbell and Developer will agree upon a fi project cost based upon the bids
received. Campbell and Developer will diligentl ursue the completion of the project.
Time shall be of the essence.
~ piU) ~ ~ I.-;x ~ vvJ-o -+w--o
3. INSPECTIONOFPROJECT ~W~ ~~~.
Campbell shall provide inspection for the project as provided for in the encroachment
permit.
4. COST SHARING OF PROJECT
The cost sharing obligation of the parties under this agreement is as follows:
A. Signal Modifications at the Bascom Avenue/Northern Pruneyard Driveway
Developer will pay the entire cost for the design of the modifications to the signalized
intersection at Bascom Avenue and the northern Pruneyard driveway. Design shall
include an itemized cost estimate for the improvements to be included in the modification
to the signalized intersection.
Campbell will pay the amount agreed upon by Developer and Campbell as the final
project cost for the construction of the modifications to the signalized intersection at
Bascom Avenue and the northern Pruneyard driveway as shown on sheet of the
Street Improvement Plans for Encroachment Permit No. . The estimated cost
for this construction is
B. Signal and Intersection Modifications at the Union Avenue/Campbell Avenue
Intersection
Developer will pay the entire cost for the design of the signal and intersection
modifications at the Union Avenue/Campbell Avenue intersection. Design shall include
an itemized cost estimate for the improvements to be included in the modifications to this
intersection.
Developer and Campbell will pay the amount agreed upon by Developer and Campbell
as the final project cost for the construction of the signal and intersection modifications
for the intersection of Campbell Avenue and U nion Avenue as shown on sheet
of the Street Improvement Plans for Encroachment Permit No. -----L Developer shall
pay $25,000 of the final project cost and Campbell will pay the remaining portion of
final pr' t costs for the construction of the signal and intersection modifications at the
Ion Avenue/Campbell Avenue intersection. The estimated cost for this construction
is of which Developer's share will be $25,000 and Campbell's share is
estimated to be
Final project costs for each intersection shall agreed upon by Campbell and Developer
prior to award of contract for the project work.
-2-
C.
DEPOSIT OF FUNDS
\) \'\~\\
Following approval of this agreement, approval of final project costs, and upon the
request of the Developer, Campbell will deposit with Developer an amount equal to
100% of Campbell's share of the final project costs plus an additional 10% of
Campbell's share of the final project costs for approved construction contingencies. All
construction contingency expenses must be approved in writing by the City Engineer
prior to Developer incurring any expense. Any costs over and above those identified
above shall be paid by Developer.
Developer shall provide securities for .all project work as require.d by the encroachment
permit. ~ tA ~~ -6 \;e ~ \oM. Q!Lo~ GDC;-'
D. RECONCILIATION OF ACTUAL PROJECT COST TO DEPOSIT
Within thirty (30) days of completion of the project, Developer will submit a final
summary of costs to Campbell for all project work. Within thirty (30) days of
completion of the project and prior to final acceptance of the project by Campbell,
Developer will provide proof that all project work has been paid for in full and that no
outstanding bills or claims for or against project work exist. Developer shall refund to
Campbell the difference between the amount shown in the final cost summary and the
monies deposited with Developer within sixty (60) days of project acceptance.
E. FINAL ACCEPTANCE
Following completion of the project, Developer shall request a final inspection as
required by the encroachment permit and shall complete all work as necessary for final
acceptance of the project.
F . INDEMNIFICATION AND HOLD HARMLESS
Neither Campbell, nor any officer or employee thereof, shall be responsible for any
damage or liability occurring by reason of anything done or omitted to be done by r
Developer under or in connection with any work, authority or jurisdiction delegated to
Developer under this Agreement. Developer shall fully indemnify, defend and hold
Campbell harmless from any liability imposed for injury (as defined by Governme~
Code Section 810.8) occurring by reason of anything done or omitted to be done~y
Developer under this Agreement) ~!his indemnity shall include all reasonable costs and
attorney's fees incurred in the deftnse of any claim subject to this provision.
~ cU-~ ~s..
Neither Developer, nor any officer or employee thereof, shall be responsible for any
damage or liability occurring by reason of anything done or omitted to be done by
Campbell under this Agreement. Campbell shall indemnify, defend and hold Developer
harmless from any liability imposed for injury (as defined by Government Code 810.8)
occurring by reason of anything done or omitted to be done by Campbell under this
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Agreement. This indemnity shall include all reasonable costs and attorney's fees incurred
in the defense of any claim subject to this provision.
G. INSURANCE
Campbell shall require any contractor awarded a contract for any portion of the project
to secure public liability and property damage insurance and to maintain such insurance
in full force and effect until the project is accepted by Campbell. Insurance shall be in
forms and limits of liability as set forth in the Cit)' of Campbell Standard Specifications
and Details for Public Works Construction, shall name Campbell and Developer and their
respective officers and employees as insureds, and shall cover any claim, loss liability,
cost or expense arising out of or in any way connected with the project.
~~
~
The aforementioned policy(ies) shall contain a provision that the insurance afforded
thereby to Developer and Campbell and their respective officers and employees shall be
primary insurance to the full limits of liability of the policy, and that if Developer or
Campbell, or their respective officers and employees, have other insurance against a loss
covered by such policy, such other insurance shall be excess insurance only.
Executed by the parties on the date first stated above.
PRUNEY ARD ASSOCIATES
By:
Its:
CITY OF CAMPBELL, a municipal corporation
of the State of California
By:
Mayor
ATTEST:
Anne Bybee, City Clerk
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December 8, 1995
Mr. Christopher Meany
Retail Project Director
The Pruneyard
William & Wilson & Associates
1999 S. Bascom Avenue, Suite 200
Campbell, CA 95008
SUBJECT: S 94-08/UP 94-19 THE PRUNEY ARD
PUBLIC WORKS CONDITIONS OF APPROVAL
Dear Mr. Meany:
Enclosed please find a draft of the proposed cost sharing agreement between the City of
Campbell and the Pruneyard for construction of the two driveway/signal modifications. We
are anxious to complete this agreement and have scheduled the agreement for Council's
consideration at the January 2, 1996 City Council meeting. The agreement is lacking the
cost estimates for the work. We will need to have these from your engineer as soon as
possible so that we may review the estimates and include them in the final agreement. Two
copies of the final agreement will need to be signed (and notarized) and returned to me by
December 15, 1995 in order to keep this item on the City Council agenda for January 2,
1996. Please let me know if you have any concerns, comments or questions regarding this
agreement.
Also as promised in our previous meeting, I have checked with our City Attorney regarding
the dedications that will be required from the Pruneyard as part of the fulfillment of the
conditions of approval for the site approval and use permit. A letter agreement stating that
these dedications will be made on the final parcel map for the site will be sufficient for us at
this time. A copy of the letter agreement is attached for your signature (and notary). This
will need to be signed, notarized, and returned to me before building permits for the Phase
III work can be released.
Please let me know if you have any questions. I can be reached at 866-2159.
Michelle Quinney
Acting City Engineer
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bcc: Bob Kass, Public Works Director
Darryl Jones, Community Development
Frank: Cauthorn, Building Official
Harold Housley, Land Development
LETTER AGREEMENT BETWEEN THE CITY OF CAMPBELL
AND PRUNEY ARD ASSOCIATES FOR FUTURE DEDICA nON
OF EASEMENTS AT 1875 S. BASCOM AVENUE
The following easements and dedication will be included on the parcel map for the 1875 S.
Bascom Avenue:
-Dedication of additional right-of-way along Bascom Avenue to the new back of walk. (See
condition #7 of Resolution No. 8776).
-Dedication of storm drain easement along westerly boundary of Pruneyard (Condition 5K-3
of Resolution No. 8776).
-Dedication of signal maintenance easements for maintenance of traffic signal equipment at
the Campbell Avenue/Union Avenue intersection and at the Bascom Avenue/North Pruneyard
driveway intersection.
The parcel map including these easements will be filed within 6 months from the date of this
letter agreement.
AGREED TO THIS
DA Y OF
.1995.
PRUNEY ARD ASSOCIATES
By:
CITY OF CAMPBELL, a municipal corporation
of the State of California
By:
Public Works Director
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CITY OF CAMPBELL
Public Works Department
December 8, 1995
Mr. Christopher Meany
Retail Project Director
The Pruneyard
William & Wilson & Associates
1999 S'. Bascom Avenue, Suite 200
Campbell, CA 95008
SUBJECT: S 94-08/UP 94-19 THE PRUNEYARD
PUBUC WORKS CONDITIONS OF APPROVAL
Dear Mr. Meany:
Enclosed please fmd a draft of the proposed cost sharing agreement between the City of
Campbell and the Pruneyard for construction of the two driveway/signal modifications. We are
anxious to complete this agreement and have scheduled the agreement for Council's
consideration at the January 2, 1996 City Council meeting. The agreement is lacking the cost
estimates for the work. We will need to have these from your engineer as soon as possible so
that we may review the estimates and include them in the fmal agreement. Two copies of the
final agreement will need to be signed (and notarized) and returned to me by December 15, 1995
in order to keep this item on the City Council agenda for January 2, 1996. Please let me know
if you have any concerns, comments or questions regarding this agreement.
Also as promised in our previous meeting, I have checked with our City Attorney regarding the
dedications that will be required from the Pruneyard as part of the fulfIllment of the conditions
of approval for the site approval and use permit. A letter agreement stating that these
dedications will be made on the fmal parcel map for the site will be sufficient for us at this time.
A copy of the letter agreement is attached for your signature (and notary). This will need to be
signed, notarized, and returned to me before building permits for the Phase ill work can be
released.
Please let me know if you have any questions. I can be reached at 866-2159.
Sincerely,
~~ .
Michelle QUinney~
Acting City Engineer
cc: EP#
J:\MQ\PNYDLA
70 North First Street. Campbell, California 95008,1423 ' TEL 408.866,2150 . FAX 408.379,2572 ' TDD 408,866,2790
NEW PW FAX #
408-376-0958
LETTER AGREEMENT BETWEEN THE CITY OF CAMPBELL
AND PRUNEYARD ASSOCIATES FOR FUTURE DEDICATION
OF EASEMENTS AT 1875 S. BASCOM AVENUE
The following easements and dedication will be included on the p~rcel map for the 1875 S.
Bascom Avenue:
-Dedic~tion of additional right-of-way along Bascom Avenue to the new back of walle (See,
condition #7 of Resolution No. 8776).
-Dedication of storm drain easement along westerly boundary of Pruneyard (Condition 5K-3 of
Resolution No. 8776).
-Dedication of signal maintenance easements for maintenance of traffic signal equipment at the
Campbell Avenue/Union Avenue intersection and at the Bascom Avenue/North Pruneyard
driveway intersection.
The parcel map including these easements will be filed within 6 months from the date of this
letter agreement. If the map is not fIled within 6 months of this agreement, separate documents
providing the required dedications and easements will be prepared by PRUNEY ARD
ASSOCIATES for the City's review and recording.
AGREED TO THIS
DAY OF
.1995.
PRUNEY ARD ASSOCIATES
By:
CITY OF CAMPBELL, a municipal corporation
of the State of California
By:
Public Wodes Director
AGREEMENT BETWEEN THE CITY OF CAMPBELL
AND PRUNEYARD ASSOCIATES FOR THE CONSTRUCTION
OF TRAFFIC SIGNAL AND INTERSECTION MODIFICA nONS -
CAMPBELL AVENUE AT UNION AVENUE AND BASCOM AVENUE ,,0 t\\.~
AT THE PRUNEYARD NORTHERN DRIVEWAY \,)\,,,,\ \
THIS AGREEMENT is made and entered into on the _ day of , 1996 by and
between the City of Campbell, a municipal corporation of the State of California, hereinafter
referred to as "Campbell" and Pruneyard Associates hereinafter referred to as "Developer".
RECITALS
WHEREAS, Campbell plans to construct traffic signal and intersection modifications to the
intersections of Campbell A venue at U nion Avenue and Bascom A venue at the northern
Pruneyard driveway, including modifications to the existing signal system, removal of existing
median islands, installation of new pavement, and removal and replacement of existing pavement
markings, and traffic signal conduit and conductors within the public right-of-way (hereinafter
referred to as "project"), during fiscal year 1995-95; and
WHEREAS, Resolution No. 8776 of the City Council of Campbell on February 7, 1995 did
approve S 94-08/UP 94-19 for site modifications and a use permit for the Developer's proposed
development at 1875 S. Bascom Avenue (Pruneyard); and
WHEREAS, a conditions of approval of S 94-08/UP 94-19 required the Developer to enter into
a cost sharing agreement with Campbell for construction of the traffic signal and intersection
modifications for the intersection of Campbell Avenue at U nion Avenue and to provide the
design of the traffic signal and intersection modifications for the intersection of Bascom Avenue
at the northern Pruneyard driveway; and
WHEREAS, immediate construction of the project is necessitated by the Developer's approved
adjacent development at 1875 S. Bascom Avenue; and
WHEREAS, the project will benefit the public, the Developer, and Campbell;
NOW, THEREFORE, in consideration of each other's mutual promises, and in satisfaction of
the conditions for the Developer's site approval and use permit, the parties hereto agree as
follows:
1. PLANS AND SPECIFICATIONS
Developer will prepare plans for the construction of the project. Specifications to be
used for the project will be the City of Campbell Standard Specifications and Details for
Public Works Construction. Developer will submit complete project plans to Campbell
for review and approval. Developer will comply with all requirements to obtain an
encroachment permit to construct the project.
2. AWARD OF CONTRACT AND CONSTRUCTION OF PROJECT
Developer will solicit bids, award, and administer the const~uction contract. Developer
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shall provide three competitive bids for the project to Campbell for review and approval
prior to award of a contract for construction of the project. Campbell reserves the right
to reject all bids. Developer will award the project work to the lowest responsible
bidder. Campbell and Developer will agree upon a final project cost based upon the bids
received. Campbell and Developer will diligently pursue the completion of the project.
Time shall be of the essence.
3. INSPECTION OF PROJECT
Campbell shall provide inspection for the project as provided for in the encroachment
permit.
4. COST SHARING OF PROJECT
The cost sharing obligation of the parties under this agreement is as follows:
A. Signal Modifications at the Bascom Avenue/Northern Pruneyard Driveway
Developer will pay the entire cost for the design of the modifications to the signalized
intersection at Bascom Avenue and the northern Pruneyard driveway. Design shall
include an itemized cost estimate for the improvements to be included in the modification
to the signalized intersection.
Campbell will pay the amount agreed upon by Developer and Campbell as the final
project cost for the construction of the modifications to the signalized intersection at
Bascom Avenue and the northern Pruneyard driveway as shown on sheet _ of the
Street Improvement Plans for Encroachment Permit No. . The estimated cost
for this construction is
B. Signal and Intersection Modifications at the Union Avenue/Campbell Avenue
Intersection
Developer will pay the entire cost for the design of the signal and intersection
modifications at the Union Avenue/Campbell Avenue intersection. Design shall include
an itemized cost estimate for the improvements to be included in the modifications to this
intersection.
Developer and Campbell will pay the amount agreed upon by Developer and Campbell
as the final project cost for the construction of the signal and intersection modifications
for the intersection of Campbell Avenue and U nion Avenue as shown on sheet
of the Street Improvement Plans for Encroachment Permit No. ~ Developer shall
pay $25,000 of the final project cost and Campbell will pay the remaining portion of
final project costs for the construction of the signal and intersection modifications at the
Union Avenue/Campbell Avenue intersection. The estimated cost for this construction
is of which Developer's share will be $25,000 and Campbell's share is
estimated to be
Final project costs for each intersection shall agreed upon by Campbell and Developer
prior to award of contract for the project work.
-2-
C.
DEPOSIT OF FUNDS
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Following approval of this agreement, approval of final project costs, and upon the
request of the Developer, Campbell will deposit with Developer an amount equal to
100% of Campbell's share of the final project costs plus an additional 10% of
Campbell's share of the final project costs for approved construction contingencies. All
construction contingency expenses must be approved in writing by the City Engineer
prior to Developer incurring any expense. Any costs over and above those identified
above 'shall be paid by Developer.
Developer shall provide securities for all project work as required by the encroachment
permit.
D. RECONCILIATION OF ACTUAL PROJECT COST TO DEPOSIT
Within thirty (30) days of completion of the project, Developer will submit a final
summary of costs to Campbell for all project work. Within thirty (30) days of
completion of the project and prior to final acceptance of the project by Campbell,
Developer will provide proof that all project work has been paid for in full and that no
outstanding bills or claims for or against project work exist. Developer shall refund to
Campbell the difference between the amount shown in the final cost summary and the
monies deposited with Developer within sixty (60) days of project acceptance.
E. FINAL ACCEPTANCE
Following completion of the project, Developer shall request a final inspection as
required by the encroachment permit and shall complete all work as necessary for final
acceptance of the project.
F . INDEMNIFICATION AND HOLD HARMLESS
Neither Campbell, nor any officer or employee thereof, shall be responsible for any
damage or liability occurring by reason of anything done or omitted to be done by
Developer under or in connection with any work, authority or jurisdiction delegated to
Developer under this Agreement. Developer shall fully indemnify, defend and hold
Campbell harmless from any liability imposed for injury (as defined by Government
Code Section 810.8) occurring by reason of anything done or omitted to be done by
Developer under this Agreement. This indemnity shall include all reasonable costs and
attorney's fees incurred in the defense of any claim subject to this provision.
Neither Developer, nor any officer or employee thereof, shall be responsible for any
damage or liability occurring by reason of anything done or omitted to be done by
Campbell under this Agreement. Campbell shall indemnify, defend and hold Developer
harmless from any liability imposed for injury (as defined by Government Code 810.8)
occurring by reason of anything done or omitted to be done by Campbell under this
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Agreement. This indemnity shall include all reasonable costs and attorney's fees incurred
in the defense of any claim subject to this provision.
G. INSURANCE
Campbell shall require any contractor awarded a contract for any portion of the project
to secure public liability and property damage insurance and to maintain such insurance
in full force and effect until the project is accepted by Camp~ell. Insurance shall be in
forms and limits of liability as set forth in the City of Campbell Standard Specifications
and Details for Public Works Construction, shall name Campbell and Developer and their
respective officers and employees as insureds, and shall cover any claim, loss liability,.
cost or expense arising out of or in any way connected with the project.
The aforementioned policy(ies) shall contain a provision that the insurance afforded
thereby to Developer and Campbell and their respective officers and employees shall be
primary insurance to the full limits of liability of the policy, and that if Developer or
Campbell, or their respective officers and employees, have other insurance against a loss
covered by such policy, such other insurance shall be excess insurance only.
Executed by the parties on the date first stated above.
PRUNEY ARD ASSOCIATES
By:
Its:
CITY OF CAMPBELL, a municipal corporation
of the State of California
By:
Mayor
AITEST:
Anne Bybee, City Clerk
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Thank you for meeting with us last week. I believe we have clarified several key issues
concerning the Public Works conditions of approval for your development as outlined below.
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CITY OF CAMPBELL
Public Works Department
December 4, 1995
-,:".
Mr. Christopher Meany
Retail Project Director
The Pruneyard
William WilsoII"& Associates
1999 S. Bascom Avenue, Suite 200
Campbell, CA 95008
-!.'
.I'
SUBJECT:
S 94-08/UP 94-19 THE PRUNEYARD-
PUBLIC WORKS CONDITIONS OF APPROVAL
Dear Mr. Meany:
It is our understanding that the Pruneyard improvements are proceeding in several phases as
follows:
Phase I - Construct Bank of America building on comer of Bascom/Campbell Avenue and
Outback Restaurant building on Campbell Avenue frontage. '
Phase II - Remove the existing Bank of America building and reconstruct a new building for the
new Barnes and Noble Bookstore.
Phase ill - Remove buildings and structures for construction of the center roadway.
Public Works has issued clearance to the Building Division for release of the grading and
building permits for Phase I. Public Works has also issued clearance to the Building Division
for release of the demolition permit for Phase II work.
Currently, Public Works is reviewing the grading and drainage plan and hydraulic/hydrology
calculations for the Phase II work. We expect to be completed with this review by December 8,
1995. At that time, we will request that any changes we feel necessary be made to the plans.
Upon revision of the plans and fmal review, Public Works will issue clearance to the Building
Division for release of the building permit for Phase II construction. We understand you would
like to have the building permit for Phase II by December 15, 1995.
70 North First Street' Campbell, California 95008,1423 ' TEL 408,866,2150 ' FAX 408.379,2572 ' TOO 408,866.2790
NEW PW FAX:#
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Christopher Meany
Public Works Conditions of Approval
December 4, 1995
Page 2
Prior to Public Works releasing clearance to the Building Division for building permits for future
phases (Phase III), all remaining Public Works conditions of approval must be satisfied. This
includes the following:
CONDITION
OF APPROVAL
NUMBER
~~
COMMENTS
.'
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4. The City still recognizes the site as one .legally. created parcel. If and
when the applicant wishes to split the parcel into more lots, a parcel map
must be fIled.
5L. The applicant must submit an application and obtain an encroachment
permit to construct all improvements within the public right-of-way. To
date, no application has been received. The applicant must prepare
complete plans for all work within the public right-of-way, pay the fees
associated with the permit, and post the required securities. We have
agreed to issue two encroachment permits for this work. One permit will
cover the City/Developer funded improvements at the Campbell/Union
intersection and the City funded improvements at the northern Pnmeyard
driveway. A second permit will cover all other required public street
improvements. We also agreed these two permits will be submitted for
our review in parallel and will be processed at the same time.
5A-I. Street improvement plans were submitted to the City on October 27, 1995
- however these plans are not complete. The two complete sets of street
improvement plans must include all the items listed in the conditions of
approval numbers 5A through 5G and 51 through 5J. All existing
conditions must be shown as well as all proposed conditions so that a
complete review can be accomplished.
5K. A final grading and drainage plan must be submitted for review for the
entire Pnmeyard site. At this point, we have agreed to review portions
of the fmal plan in order to release building and demolition permits for
various phases. We understand you expect to submit the overall fmal
grading and drainage plan within the next two weeks.
5M. The applicant must provide evidence that they have obtained the required
NPDES permit.
Christopher Meany
Public Works Conditions of Approval
December 4, 1995
Page 3
5K-3
and 7.
......
Since a parcel map is most likely not going to be filed at this time,
conditions of approval number 5K-3 (Storm Drainage Easement) and
condition of approval number 7 (Dedication to City) may need to be done
by a separate instrument that will need to be prepared by the applicant,
reviewed and accepted by the City, and recorded. The City is checking
to see if a letter agreement between the City..and the applicant whereby the
applicant agrees to future dedication of the nec~sary easements and public .,
right-of-way is acceptable until a fInal par~el ma~ is filed for the site. At
that time, the easements and dedication would be offered and accepted on
the map.
5E. Construction of the Campbell/Union signal modifIcations will be funded
in part by the City. Construction of the Bascom Avenue (Northern)
driveway modifIcations will be funded by the City. It is our
understanding that the applicant will award and administer the construction
of these improvements concurrent with the improvements along Bascom
and Campbell Avenues. This will require the applicant and City to enter
into a cost sharing agreement. The agreement will require that the
applicant adhere to the City's ordinances regarding the construction of
Public Works projects, which includes soliciting bids, paying prevailing
wages, and awarding to the lowest bidder. Three informal bids may be
solicited if City funding is $75,000 or less. Formal bidding procedures
must be followed if the City's contribution is to exceed $75,000. We will
fInalize this agreement as soon as complete improvement plans have been
submitted to us for review (the agreement will refer to the plans and an
estimated construction cost). This fmal agreement must be taken to City
Council for approval. Therefore, we need to work together on this as
quickly as possible to ensure that this condition of approval is satisfIed in
a timely manner. The City has agreed to provide you with a draft copy
of the agreement next week.
We understand you have approximately six weeks before hoping to obtain the building permit
for Phase m. In order to meet that deadline, we will need to have all of the conditions listed
above completed by December 15, 1995. This will allow us to present the cost sharing
agreement to the City Council for their approval on January 2, 1996.
Again, all of these conditions must be satisfIed prior to Public Works releasing clearance to the
Building Division for the building permits for Phase III. We urge you to address these
conditions as soon as possible to avoid delays in your construction schedule.
Christopher Meany
Public Wodes Conditions of Approval
December 4, 1995
Page 4
In addition, please review all Conditions of Approval, as summarized in Resolution No. 8776,
to be certain you will be in compliance with the conditions from other City departments and
outside agencies prior to issuance of various permits.
Thank you for meeting with us last week and if you have any questions, please give me a call
at 866-2159.
"'"
Sincerely, ... .
7rwJk c(JUMlfi
Michelle Quinney I
Acting City Engineer
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cc: File EP #
John Wilson, Webcor Builders, 2755 Campus Dr., Ste. 175, San Mateo 94403-2514
Martin Parissenti, Brian, Kangas, Foulk, 981 Ridder Park Dr., Ste. 100, San Jose 95131-2305
bee: Bob Kass, Public Works Director
Darryl Jones, Community Development
Peter Eakland, Traffic Engineer
Harold Housley, Land Development Engineer
J:\MQ\PRYDOl
u
DECEMBER
4
5
8
12
13
15
PRUNEYARDSCHEDULE
December 1, 1995
MQ Letter to Chris Meany
City Council Agenda due to MQ
Agreement Compl. PC for GP Phase II
Council Report due MQ
Council Report due BK
Council Report to City Clerk
Everything must be complete for Council
Building Permits for Phase II
?
JANUARY
2 City Council Meeting
15 + Building Permits for Phase III
31
JUNE 1996
1 C of 0, Phase II (Barnes & Noble)
h:pruneyard.sch(mp)
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THE
P RUN E Y A R D
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November 30, 1995
Ms. Michelle Quinney
Mr. Harold Housley
City of Campbell
70 North First Street
Campbell, CA 95008
Subject:
Public Works Conditions of Approval for the Prune Y ard Shopping Center
S 94-08/UP 94-19
Dear Michelle and Harold:
Harold has advised us that we must document our compliance with the Conditions of Approval
as outlined in City of Campbell Planning Commission Resolution Number 2950, S 94 08/UP-
9419 adopted January 24, 1995 before Public Works will approve any permit applications for
this project (excluding the Permit for Phase 1). Following please find a summary of our
compliance as of today's date. Please note that we have worked extensively with City staff over
the last year, and at the City's request have tailored our efforts with respect to several ofthe
conditions.
1. Project Approval: The Prune Y ard Shopping Center will be modified in conformance
with the Project Approval.
2. Future Site Construction (Hotel Expansion and Satellites): The Two "satellite" retail pad
buildings have been reviewed and approved by the Site And Architectural Review
Committee. Final plans for the hotel expansion will be submitted for review when they
are complete.
3. Signs:
A. Signage Program: We are currently preparing a master signage program.
B. Freeway Signs: We have requested approval of all planned freeway oriented
signs from the City of Campbell. City Council does not seem inclined to
favorably consider any such request.
4. Parcel Map/Parcel Consolidation: Public Works has asserted that the Prune Yard is one
legal parcel; the Prune Y ard is not one legal parcel and there exists no correct legal
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},
Ms. Michelle Quinney
Mr. Harold Housley
S 94-08/UP 94-19
November 30, 1995
Page 2
argument for such a claim. As a Condition of Approval, we have agreed to record a map
which eliminates conflicts with existing or proposed buildings and is not in conflict with
applicable code. Based on staff discussions at the time of the preparation of the
Conditions of Approval, we have agreed to consolidate the various existing parcels into 4
- 7 parcels.
5. Public/Street Improvements:
A. Campbell Avenue Sidewalk Plans:
I. A demolition plan has been submitted to the City of Campbell.
2. Plans showing the construction of the new curb and gutter have been
submitted to the City of Campbell for review.
3. Pavement stamped stripin~. markers and si~na~e plans: Pavement
striping, markers and signage plans have been submitted to the City of
Campbell.
4. Relocation of public storm draina~e facilities: Public storm drainage
facilities [have been] relocated as required for the Campbell Avenue
Improvements. These relocations are shown on the Campbell Avenue
plans submitted to the City of Campbell for review.
B. Traffic Si~nal Interconnect: A traffic signal interconnect between the Campbell
Avenue/Bascom Avenue signal and the Campbell A venue/Union Avenue signal
will be included in the Campbell Avenue plans.
C. Luminaires: New luminaires will be installed if requested by the City Engineer.
The relocation of the existing luminaires on Campbell Avenue has been shown on
the Campbell Avenue plans submitted to the City for review. Please note the
luminaires are to be provided by the City at no cost to the Prune Yard.
D. Relocation of Traffic Si~nals and Loop Detectors: No modification of the
Bascom Avenue/Campbell Avenue signal was required to construct the
improvements proposed as part of this project.
E. Driveway Approaches: the driveway relocation plan has been shown as part of
the Campbell Avenue improvement plans submitted to the City for review.
F. Boulevard TreatmentlBascom Avenue: Modifications to Bascom Avenue will be
submitted to the City for review in the near future; these modifications will
include removal of the existing sidewalk and replacement with a 10 foot planting
Ms. Michelle Quinney
Mr. Harold Housley
S 94-08/UP 94-19
November 30, 1995
Page 3
strip and 7 foot wide sidewalk. After much review at the time of the Project
Approval, it was agreed that the streetscape standard of a second 10' landscape
zone inside of the sidewalk could not be constructed at the Prune Yard because of
the impact on parking.
G. Bascom Avenue (Northern) Driveway Modifications: BKF will prepare plans for
the signal modifications for submittal to the City. Please note that the City is
required to construct this modification at its expense.
H. Speedbumps: Speedbumps will conform in all areas where the parking lot is
being reworked. We do not interpret the condition to apply to all speedbumps on
the property as a whole.
I. Relocate Bascom Avenue Driveway: the Bascom A venue driveway will be
relocated as part of the Bascom Avenue improvements. These improvements will
be submitted to the City in the near future.
J. Under~round Utilities: New onsite utilities will be installed for any new or
remodeled building.
K. Grading and Drainage Plan:
1. Plans: Grading and drainage plans will be submitted to the City for
review. Grading and drainage plans have been submitted to the City for
review of the new retail building.
2. Gradin~/Erosion Control Plans: Grading/Erosion control plans will be
submitted to the City for review if appropriate.
3. Storm Drainage Easement: A 20' storm drain easement will be recorded
as part of the Parcel Map.
L. Encroachment Permits: Encroachment permits will be applied for when requested
by the City of Campbell. We are awaiting the City's suggestion for a bond
amount.
M. National Pollutant Discharge Elimination Permit (NPDES): An NPDES permit
will be obtained if appropriate. We have not yet disturbed over 5 acres.
Ms. Michelle Quinney
Mr. Harold Housley
S 94-08/UP 94-19
November 30, 1995
Page 4
N. Utilities: The utility site plan has been submitted to the City for review.
6. Site Plan:
A. Final Site Plan: The final site plan has been submitted to the Community
Development Director.
B. Development Schedule: Construction has already begun on the project site.
C. Parking and Stripin~: The design of the site parking striping is consistent within
specified areas.
D. Parkin~ and Driveways: Parking and driveway plans are shown on the final site
plan.
E. Pedestrian connections: Pedestrian connections have been included in the final
site plan.
F. Future Development: The Prune Yard shall obtain a special development permit
for all future development occurring in the office overlay zone.
7. Dedication to City: Additional right of way (approximately 17 feet wide) along Bascom
A venue will be dedicated at the time a final parcel map is recorded.
8. Garbage Collection: Garbage collection facilities will be approved by the City of
Campbell and the Fire Department.
9. New Retail Buildin~ Elevations:
A. Buildin~ Desi~n: We have consulted at length with staff regarding the exterior
building details.
B. Buildin~ Treatment: We will submit plans indicating pedestrian level treatments
as part of our New Retail Street and Sitework phase which is expected to be
complete by December 15, 1995.
10. Demolition Permit: The Building Official has issued a demolition permit.
11. Handicapped Access: All new and remodeled buildings will comply with applicable
Ms. Michelle Quinney
Mr. Harold Housley
S 94-08/UP 94-19
November 30, 1995
Page 5
code.
12. Mechanical Equipment: Roof mounted and ground level mechanical equipment will be
screened as required by the City of Campbell.
13. Fire Protection: All fire protection requirements will be met on the project site.
14. Landscapin~: All landscaping requirements will be met on the project site when
complete.
15. Site Construction:
A. Construction and Equipment: All construction and equipment shall comply with
City of Campbell municipal code.
B. Construction Activities: Construction activities shall be limited as outlined in the
application.
16. Liquor Licenses: Liquor license requirements shall be complied with at the project site.
I hope that the above listing of conditions and our method of response to them helps you in your
review of the various permit applications. Please contact me if you have any questions or require
additional information.
cc: Steve Piasecki, City of Campbell
Darryl Jones, City of Campbell
David Word, William Wilson & Associates
Joe DeCredico, ELSlElbasani & Logan Architects
Martin Parissenti, Brian Kangas Foulk
8322049
. It: ~ ~,~ 1iIt',.;l"
T THE REQUEST OF
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TO B.E RECORDEU Wllt.OUT fLC
SECTlO~ 610J GOVERNMENT CODE
AT THE REQUEST OF CITY OF CAMPBEll
GEORGE A, MANi,t RECORDER
~ V SANT A CLARA COUNTY .
A G R E E MEN T \J~\ ,-
THIS AGREEHENT (identified as No. . made and entered into this ~()I /
15th day of January , 1985, by and between HORRIS
ASSOCIATES VIII, a California limited partnership (hereinafter re-
ferred to as "Owner") and the CITY OF CAMPBELL, a municipal corporation
of the County of Santa Clara, State of California (hereinafter referred
to as "City").
WHEREAS, City granted conditional approval of Owner's application to
construct a research and development complex, "5" 83-18, Dillon (105),
upon that certain real property described in Deed recorded March 9,
1984, in Book 1363 at page 378 and in Deed recorded August 16, 1983,
in Book H810 at page 421 in the Office of the County Recorder, County
of Santa Clara, State of California (which property is hereinafter
referred to as the "Property");
NOW, THEREFORE, IT IS MUTUALLY AGREED TO by and between the parties
hereto as follows:
1. Phase One Improvements. Owner shall provide, construct and/or
contract for, at its own cost and expense, certain street improvements
for the Property's frontage on Camden Avenue, as reasonably determined
to be necessary by the City Engineer and as generally shown on Exhibit
A attached hereto (the "Phase One Improvements"). In addition, Owner
shall provide, construct and/or contract for, at its own cost and ex-
pense, temporary improvements within the Camden Avenue-Winchester
Boulevard intersection to provide for interim operation until the con-
struction of the Phase Two improvements, as determined necessary by
the City Engineer.
2. Phase Two Im~rovements. The City shall provide, construct and/or
contract for tra fic signal improvements with railroad crossing pre-
emption protective devices and other street improvements for the
intersection of Winchester Boulevard and Camden Avenue, as reasonably
determined to be necessary by the City Engineer, and as generally shown
on Exhibit A attached hereto (the "Phase Two Improvements"). The cost
of the Phase Two Improvements shall be shared by the City and Owner,
as more particularly provided in Paragraph 6 hereof.
3.. Timing of Construction. The Owner shall cause the Phase One
Improvements to be constructed or installed prior to the issuance of
a certificate of occupancy/building occupancy permit for any buildings
on the Property. The City shall cause the Phase Two Improvements to be
1 of 5
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constructed or installed within 12 months following the date that
the construction plans for the Phase Two Improvements have been ap-
proved by all agencies having jurisdiction over the proposed work.
4. Plans. As soon as reasonably practicable following the date
hereof, Owner shall prepare or cause to be prepared, at its cost and
expense, improvement plans for the construction and/or installation
of the Phase One Improvements and the Phase Two Improvements. Said
plans shall be prepared by an engineer registered by the State of
California and shall be submitted to the City Engineer of the City
for examination and approval, which approval shall not be unreason-
ably withheld.
Owner shall cause the Phase One Improvements to be constructed and/or
installed, and the City shall cause the Phase Two Improvements to be
constructed and/or installed, in accordance with those plans approved
by the City Engineer, and the Phase One Improvements and Phase Two
Improvements shall be made under the supervision and inspection and
to the reasonable satisfaction of the City Engineer. Said construc-
tion and/or installation shall be in accordance with the existing
ordinances and resolutions of the City of Campbell and all plans,
specifications, standards, sizes, lines and grades reasonably approved
by the City Engineer, and all state and county statutes applicable
thereto. Upon completion of the Phase One Improvements and Phase Two
Improvements, and acceptance thereof by the City, Owner shall provide
one set of reproducible as-built plans to the City Engineer.
5. Fees. Before work is commenced on either the Phase One Improve-
ments or Phase Two Improvements, Owner shall pay to the City for
office examination of improvement plans, field inspection of con-
struction of improvements, and all necessary expenses incurred by
City in connection with said improvements, an amount equal to seven
percent (7%) of the cost of the Phase One Improvements and Phase Two
Improvements. In addition, Owner shall pay to City prior to issuance
of occupancy permits for any buildings on the property, for contract
administration of Phase Two of the improvements, an amount equal to
five percent (5%) of the estimated cost of the Phase Two improvements.
6. Cost of Phase Two Improvements. Owner shall be responsible for
paying: (i) fifty percent (50%) of the cost of construction and in-
stallation of the traffic signal improvements with railroad crossing
preemption protective devices, and (ii) one hundred percent (100%) of
the cost of construction and installation of the other intersection
improvements comprising the Phase Two Improvements. The City shall
be responsible for paying the remaining fifty percent (50%) of the
cost of construction and installation of the traffic signal improve-
ments with railroad crossing preemption protective devices. Notwith-
standing anything to the contrary contained herein: (i) in the event
that any federal, state and/or local government funds (except funds
2 of 5
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of the City of Campbell) are at any time utilized to pay any portion
of the cost of constructing and installing the traffic signal improve-
ments with railroad crossing preemption protective devices, then the
respective obligations of the City and Owner to pay for such improve-
ments shall each be reduced by fifty percent (50%) of the aggregate
amount of federal, state and/or local government funds so utilized, and
(ii) in the event that any federal, state or local government funds
(except funds of the City of Campbell) are at any time utilized to pay
for any portion of the other intersection improvements included in the
Phase Two Improvements, the obligation of Owner to apy for such improve-
ments shall be reduced by the amount of federal, state or local govern-
ment funds so utilized.
7. Financial Guarantees. The estimated cost of the Phase One Improve-
ments is $130,000.00 (the "Phase One Estimate") and the estifTlated cost
of the Owner's portion of the Phase Two Improvements is S246,500.00 (the
Owner I s portion of the "Phase Tltw Estimate").
Prior to the release of any building construction permits for the Property
as approved by "5" 83-18, Owner shall file with the City:
(i) a financial guarantee acceptable to the City in the amount
of the Phase One Estimate, to insure the full and faithful
performance of the construction of the Phase One Improve-
ments and to insure that Owner will correct any defects
which may appear in the Phase One Improvements within one
(1) year from the date of the City's acceptance thereof and
that Owner will pay for any damages to other work resulting
from Owner's construction of the Phase One Improvements, and
that Owner will pay the cost of all labor and materials in-
volved; and
(ii) a financial guarantee acceptable to the City in the amount
of that portion of the Phase Two Estimate which is estimated
to be the responsibility of Owner, to insure that Owner will
pay for its share of the cost of the Phase Two Improvements
(as provided in Paragraph 6 hereof).
The financial guarantee relating to the Phase One Improvements shall re-
main in effect until the date one (1) year after final acceptance by the
City of the Phase One Improvements; provided, however, that upon such
final acceptance, the amount thereof shall be reduced to twenty-five
percent (25%) of the actual cost of the Phase One ImprovefTlents. The
financial guarantee relating to the Phase Two Improvements shall remain
in effect until the date that the City awards the contract for construc-
tion of the Phase Two Improvements, at which time the Owner shall deposit
with the City cash in the amount equal to the Owner's share of the con-
tract price of the Phase Two Improvements (as determined in accordance
3 of 5
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with Paragraph 6 hereof) and the financial guarantee shall be terminated.
If, after completion of the Phase Two Improvements and final acceptance
thereof by the City, the amount deposited by Owner with the City pur-
suant to the immediately preceding sentence is less than Owner's
share of the actual cost of the Phase Two Improvements, Owner shall
promptly pay to the City any deficiency; and if the amount so deposited
by Owner exceeds Owner's share of such actual cost, the City shall
propmptly refund such excess to the Owner.
Notvli ths tandi ng anythi ng to the contrary conta ined herei n, the City
agrees that an irrevocable letter of credit issued by Bank of America,
__________________________________ , or ------------------------------
shall constitute an acceptable financial guarantee for purposes of this
Paragraph 7.
8. Termination of Owner's Obligations. The Owner's obligations
hereunder shall be null and void: (i) with respect to the Phase One
Improvements, one (1) year after final acceptance thereof by the City,
and (ii) with respect to the Phase Two Improvements, upon final accept-
ance thereof by the City.
9. Indemnification. Owner shall indemnify and save harmless the City
of Campbell, the City Council, the City Engineer and any 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 or in-
stallation of the Phase One Improvements due to any acts, omissions, or
negligence of Owner, or its officers, agents, employees or contractors.
The City shall indemnify and save harmless the Owner, its partners,
employees, agents and affiliates 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
or installation of the Phase Two Improvements due to any acts, omissions,
or negligence of the City or its officers, agents, employees or con-
tractors.
10. Binding Effect. This instrument is and shall be considered to be
an instrument affecting the right, title or interest in the Property
hereinabove described and shall bind the successors in interest of
the owner.
11. City Cooperation. The City agrees to cooperate with Owner and
to respond in a timely manner in providing all services and materials
(including, \^/ithout limitation, water meters and inspections) \^!hich
the City is responsible for providing in connection with the construc-
tion and installation of the Phase One Improvements and Phase Two
Improvements.
4 of 5
J23-1 r.~C:584
HI WITNESS l~HEREOF. said City has caused its name to be affixed by
its Mayor and City Clerk. who are duly authorized by resolution of
the City Council, and said Owner has caused its name to be affixed
the day and year first above written.
CITY OF CAMPBELL
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John J. Ashworth.
Mayor
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Anne G. Coyne, City/Clerk
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MORRIS ASSOCIATES VIII
By Morris Management Company.
General Partner
By
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CORPORATE ACKNOWLEDGMENT
NO, 202
State of
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On this the 7:f day of
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19'-',5, before me,
County of ~<i.,-tc r (-t"cr t,!
-
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the undersigned Notary Public, personally appeared
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.).:.)A..Il.J<,i (_'4..' l):"A ~ ':-(.:1
- personally Known to me
;-'" proved to me on the basis of satisfactory evidence
to be the person(s) who executed the within instrument as
( IJ', . - (\ l~d!.,,>J- or on behalf of the corporation therein
named, and acknowledged to me that the corporation executed it.
WITNESS my hand and official seal.
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Notary's Signature
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NATIONAL NOTARY ASSOCIATION. 23012 Ventura Blvd. PO, Box 4625 . Woodland Hills. CA 91364
7120122
4.23 No ProDertv Tax ExemDtion
In order to ensure a flow of tax increment revenue to the
Agency from which the Agency can draw to meet its obligation to
provide the Assistance, the Owner shall not seek any ad valorem
property tax exemption for the Property, and the OWner shall not
participate in any request that the County of Santa Clara lower
its assessment of the Property's value below the value that would
generate ad valorem property taxes (exclusive of any tax or
assessment not calculated based on the assessed value of the
Property) in the amounts projected in the line item labelled
"Property Taxes Before Assistance" of the operating budget
attached to this Agreement as Exhibit F-I or l:i, as applicable,
depending on whether the Owner utilizes tax-exempt bond financing
or conventional financing.
ARTICLE 5: AGENCY ASSISTANCE
5.1 Reimbursement for Traffic Signal
Within thirty (30) days after the City's approval and
acceptance of the Traffic Signal, the Agency shall pay the Owner
an amount equal to (a) fifty percent (50%) of the reasonably
documented cost of constructing the Traffic Signal, including any
fees paid to the City in connection with the Traffic Signal,
minus (b) fifty percent (50%) of the costs incurred by the City
for design and inspection of the Traffic Signal.
5.2 Fence
Upon the Agency's issuance of an Estoppel Certificate of
Completion pursuant to Section 3.2 above, the Agency shall pay
the Owner an amount equal to fifty percent (50%) of the
reasonably documented cost of constructing the Fence.
5.3 Park Fees
If the Owner receives from the City a credit of less than
fifty percent (50%) of the park-related impact fees chargeable in
connection with the Development, then before the later to occur
of (a) five (5) business days after the owner's payment to the
City of such park-related impact fees or (b) thirty-five (35)
days after the OWner's notice to the Agency of the expected date
of payment, the Agency shall pay the Owner the difference between
the credit actually received from the city and fifty percent
(50%) of the park-related impact fees chargeable in connection
with the Development.
1030KU.PSO
07/01/94
-27-
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CITY OF CAMPBEll
cfl-1CU:v-
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a:- cy; J7) ~
70 NORTH FIRST STREET
C AMP BEL L, C A L I FOR N I A 9 5 0 0 8
(408) 866-2100
- -
Department:
Public Works
Date: 11/21/95
F ACSJl\tlILE COVER SHEET
TO: Marty P.
Brian, Kangas, Foulk
Fax Telephone No.
(408) 436-1194
FROM:
Harold Housley
Public Works/Land Development section
Number of Pages Transmitted (including this page) 5
RE: PRUNEYARD SHOPPING CENTER- 1875 SOUTH BASCOM AVENUE
~SSA(;E: Per our discussion, a copy of the City Engineer'S Construction
Surety Cost Estimate form follows.
Transmitted from Fax Phone # (408) 376-0958
If there are any problems with this transmission, please call
(408)866-2150
Dept. Phone No.
CITY OF CAMPBElL
PUBUC WORKS DEPAR1MENT
CITY ENGINEER'S CONSTRUCTION SURETY COST ESTIMATE
Address
Encroachment Permit No.
Date
Application No,
ITEM UNIT PRICES FOR PROJECT AMOUNT
NO. DESCRIPTION OUANTITIES < $30K $30 K to $150 K > $150 K $ AMOUNT
I. ~OunON/CLEARlNG
1. G & GRUBBING LS
2, SAWCUT P,C.CJA.C.(UP TO 6") LF $4,50 $3.00 $2.00
3, P.C,C. REMOVAL SY $30.00 $23.00 $10,00
4. rURB AND GUTI'ER REMOVAL LF $6.00 $3,00 $2.00
5, IMEDIAN REMOVAL SF $4.50 $2.25 $1.25
6, DEMOUSH EXISTING INLET/PLUG RCP'S EA
n. rrORM DRAINAGE
1. 2" R.C.P, (CLASS V) LF $60.00 $40,00 $20,00
2, 5' R.C,P. (CLASS III) LF $65,00 $48.00 $38,00
3, 8' R.c.P. (CLASS III) LF $70,00 $60,00 $52.00
4, 24' R.C.P, (CLASS III) LF $80,00 $68,00 $59,00
5, 30. R.C,P, (CLASS III) LF $90,00 $75.00 $65,00
6, T.V, INSPECTIO~ (12') LF $1.20 $0,75 $0,60
7, ~TD, DRAINAGE Th'LET EA $1.600.00 $1.300,00 $1.000.00
C.C. DETAIL 9)
8. FLAT GRATE Th'LET EA $1.400,00 $1,100.00 $900.00
C,C, DETAIL 6)
9, TANDARD MM.'HOLE EA $2,000,00 $1,600,00 $1,300,00
rs'J. DETAIL 0.111
I INCLUDES FRAME & LID)
10. REAl{ AND ENTER M,HJD,L EA $700,00 $550,00 $450.00
m. ~~aEm~O~ I
L ID~ALK SF $6.50 $4.50 $2.75
I 2, bRIV~AY APPROACH SF $7.50 $5.50 $3.75
I
30-Aug-95
Page 1 of 4
ITEM UNIT PRICES FOR PROJECT AMOUNT
NO, DESCRIPTION OUAN'ITl'IES < $30K $30 K to $150 K > $150 K $ AMOUNT
3, ir-URB AND GUTIER LF $22.00 $18.00 $15.00
4, vALLEY GUTIER SF $12.50 $10.00 $8.25
5, flANDICAP RAMP FA $1,200,00 $800.00 $700,00
6. TYPE B-1 CURB LF $12.00 $9.50 $7.50
7, TYPE Al-B3 CURB LF $15.00 $12.00 $10,00
8. "'OBBLESTONE MEDIAN SURFACE SF $12.00 $8.00 $5.00
9, iP,c.C. DRIVEWAY CONFORM SF $7.00 $5.50 $4.50
10. ~,c. DRIVEWAY CONFORM SF $4.50 $3,75 $3.00
IV. I>A VEMENT
1. ASPHALT DIGOUT AND REPLACE CF $5.00 $3.50 $2.50
2, PAVEMENT WEDGE CUT (6') LF $5.00 $2.50 $1.50
I
3, PA VEME~T GRINDING SF $0.80 $0.50 $0.35
4, iPAVEME.1IiT FABRIC (PETRO-MAl) SY $2.00 $1.85 $1.50
5, ~SPHALT CONCRETE (TYPE A) T $80.00 $50,00 $35.00
6, ~GGREGATE BASE (CLASS 2) T $40,00 $20.00 $12.00
7, LURRY SEAL (TYPE m SF $0.07 $0.06 $0,05
8, SLURRY SEAL (TYPE ill) SF $0.11 $0.09 $0,07
V. ~AFF1C SIGNALSIUGHTS
1. DETECTOR LOOP (6' ROUND) FA $450.00 $300.00 $250,00
2. DETECTOR LOOP (6' x 30') FA $650.00 $540.00 $440.00
3, DETECTOR LOOP (6' x 50') FA $900,00 $750.00 $640,00
4, ~ECTROLIER FA $2,600,00 $2,200.00 $1,800,00
5. 112' RIGID CONDUIT LF $9.00 $7,00 $5,00
6, ~. RIGID CONDUIT LF $17.00 $13.00 $10,00
30-Aug-95
Page 2 of 4
ITEM UNIT PRICES FOR PROJECT AMOUNT
NO. DESCRIPTION OUANTITIES < $30K $30 K TO $150 K > $150 K $ AMOUNT
7, ONDUCTOR LF $0.70 $0.55 $0.45
8, !PUll. BOX (NO.3 1/2) EA $300.00 $240.00 $185.00
9, !PUll. BOX (NO,S) EA $400.00 $350.00 $300.00
VI. !lTIUPING AND SIGNS
1. REMOVE PVMT. MARKINGS (PAINT) SF $2.50 $1.50 $1.00
2, REMOVE PVMT. MARKINGS (1HERMO) SF $3.00 $2.00 $1.40
3. REMOVE PVMT STRIPING LF $1.40 $0.80 $0.40
4. TRIPING DIITAIL 9 LF $1.35 $0.85 $0.35
5, ~TRIPING DIITAIL 29 LF $2.25 $1.65 $1.20
6. ~TRIPING DIITAIL 32 LF $2.40 $1.75 $1.25
7. STRIPING DIITAIL 37 (TIIERMO) LF $1.85 $1.50 $1.00
8, TRIPING DIITAIL 38 (TIIERMO) LF $2.50 $1.85 $1.15
9. TRIPING DIITAn. 39 LF $1.50 $0.85 $0.45 I
10, STRIPING DIITAIL 40 LF $2,20 $1.70 $LOO
I
11. iuMITLINE LF $1.35 $1.05 $0.90
12. ROSSWALK LF $1.35 $1.05 $0.90
13, PAVEMENT MARKINGS (PAIN'I) SF $2,50 $1.90 $1.60
14, PAVEMENT MARKINGS (TIIERMO) SF $5.50 $3.80 $2.60
15, I>A VEMENT MARKER (NON-REFL.) EA $4,50 $3,00 $2.20
16, [PAVEMENT MARKER (REFLECTIVE) EA $6,00 $4.15 $3.15
17, TYPE K MARKER EA $95.00 $80.00 $70,00
18, TYPE N MARKER EA $95.00 $80.00 $70,00
19, SALVAGE ROAD SIGN EA $85,00 $75.00 $65.00
20, RELOCATE ROAD SIGN EA $100,00 $85.00 $75.00
21. rNST. RD. SIGN ON EXIST. POLE EA $200,00 $145,00 $110.00
22. DOAD SIGN wrrn POST EA $3')0,00 $240,00 $195,00
30-Aug-95
Page 3 of 4
ITEM UNIT PRICES rv.... PROJECT AMOUNT
NO. DESCRIPTION OUANTITIES < $30K 530 K TO $lSO K $lSO K $ AMOUNT
vn. WnsCAPlNG
1. imRIGATION, PLANTING WORK LS
2, iPRUNE TREE ROOTS EA $12S.00 $100,00 $8S.00
3. ImEE REMOVAL EA $650.00 $500.00 $400.00
4, ROOT BARRIER (12') LF $20.00 $10,00 $6.00
5. OOT BARRIER (18") LF $2S.00 $IS.00 $10.00
6. TREET TREE (24" BOX) EA $450.00 $32S.00 $250,00
7. TREET TREE (36' BOX) EA $700.00 $5S0.00 $400.00
8, OP SOn. BACKFILL CY
vm. MISCELLANEOUS
1. PEDESTRIAN BARRIER LF $75.00 $60,00 $SO,OO
2, "HAIN LINK FENCE (6') LF $15.00 $11.50 $9,25
3, iRAISE MISC, BOX TO GRADE EA $300.00 $200,00 $175,00
4, !RAISE MANHOLE TO GRADE EA $400,00 $275,00 $200.00
5. iINSTAll MONUMENT BOX EA $450.00 $350.00 $300.00
6, MEDIAN BACKFILL CY $19.00 $17,00 $15.S0
SUBTOTAL
PREPARED BY: CONTINGENCIES %
TOTAL CONSTRUCTION ESTIMATE
REVIEWED BY: PRELIMINARY ENGINEERING %
CONSTRUCTION ENGINEERING %
APPROVED BY: TOTAL ESTIMATE
FAITHFUL PERFORMANCE SURETY
H: ICECOSTEST.WK3(Mp)7120/95
30-Aug-95
Pa~e 4 of 4
SANTA CLARA COUNTY
CENTRAL ;:!RE PROTECTION DISTRICT
14700 WINCHESTER BOULEVARD
LOS GATOS, CA 95030-1818
SINCE 1947
(408) 378-4010
FAX (408) 378-9342
17 November 1995
Mr. Chris Cotton
Superior Automatic Sprinkler Co.
308 Sango Court
Milpitas, California 95035
\ 't~-, ~ ~ . <~~c....e:::>\V\-
Subject: Pruneyard - Bank of America
Dear Mr. Cotton,
This is in response to your fax of November 16, 1995, inquiring about the
adequacy of the proposed location for the fire department connection (FDC).
District policy is to locate the FDC at least forty (40) feet from the building so
that it is protected in the event of wall collapse. Given the conditions
presented by the location of the new building proximal to the sidewalk and
existing planter, your proposal to flush mount the FDC at the exterior wall
will be acceptable.
As the proposed location encroaches into the sidewalk, you are directed to
obtain approval of the building official to ensure compliance with State and
ADA access criteria. Additionally, I recommend obtaining concurrent
approval of the architect as the FDC will be painted school bus yellow and
may not fit with their color scheme.
Note that our acceptance is conditional to this project only, and is not to be
considered a policy change for future projects.
~
~..
George A. Barnes III
Associate Fire Protection Engineer
Proudly Serving Santa Clara County and the Cities oj:
Campbell. Cupertino. Monte Sereno, Morgan Hill.
Saratoga and the TOlrn of Los Gatos
FAX NU 1 408 263 5366
P. 03
NOV-16-95 THU 09:21 AM SUPERIOR AUTOMATIC SPRK
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City of Campbell . Traffic Engineering . Memorandum
DATE:
November 14, 1995
SUBJECT:
Chuck GomeZ'01vel~pment Review
Peter Eakland t ~
Pruneyard Civil Design
TO:
FROM:
Attached are comments from traffic engineering.
COMMENTS FOR PRUNEY ARD OFF-SITE IMPROVEMENT PLANS
Drawing C-2:
1. ADA requires separate wheelchair ramps serving two crossing directions for new
construction. Is this a modification or new construction?
2. Calculate street light level to conform with City standards
3. Lcate tree well location to not cause blocking street light lumination. Eliminate one tree
well for each street light if necessary
4. Locate tree well location to not cause blocking visibility of signal heads
5. Sidewalk should extend all the way along the driveway
6. Will drainage inlet trip bicycles
7. Show all existing/to be removed/to be relocated/new signs and posts
8. Show "no stopping" and bus stop signs/posts
9. All roadside signs need to be in front of tree well, not behind it
10. Transit district has requested bus stop west of Union Avenue.
Drawing C-3:
/
/
1. Suggest City standard driveway entrance or 10' radius for the midblock driveway
2. Sidewalk should extend all the way along the driveway
3. Calculate street light level to conform with City standards
4. Locate tree well location to not cause blocking street light lumination. Eliminate one tree
well for each street light if necessary
5. Locate tree well location to not blocking visibility of signal heads
6. Will drainage inlet trip bicycles
7. Show all existing/to be removed/to be relocated/new signs and posts
8. Show "no stopping" and bus stop signs/posts
9. All roadside signs need to be in front of tree well, not behind it
10. Dimensions of bus shelter pad and concrete bus pad should conform to transit district
standards (see attached). Pad should be 50 feet. Also note that 8 feet of clear sidewalk
is required in front of shelter. The latest district standards have been updated to reflect
ADA requirements.
11. The issue of bus duckouts on Campbell needs one last airing internally, I think. The
current positon is none are required as part of this project. My recommendation is that
one should be placed where the shelter is located. Transit district has requested a 10
foot clearance, which results in a 22 foot outside lane. Thus, the duckout would only
(~eet in depth. During the day, this stop has 75 boardings and 46 alightings,
with approximately 30 percent occurring the peak hour of travel. This level of demand
will require that each bus will be stopped for a significant period of time. It makes
sense from a safety and capacity perspective to install a duckout at this location.
j : \jessep \ wpfile \campbell\prunyard. 2
COMMENTS FOR PRUNEY ARD OFF-SITE IMPROVEMENT PLANS
Drawing C-2:
1. ADA requires separate wheelchair ramps serving two crossing directions for new
construction. Is this a modification or new construction?
2. Calculate street light level to conform with City standards
3. Lcate tree well location to not cause blocking street light lumination. Eliminate one tree
well for each street light if necessary
4. Locate tree well location to not cause blocking visibility of signal heads
5. Sidewalk should extend all the way along the driveway
6. Will drainage inlet trip bicycles
7. Show all existing/to be removed/to be relocated/new signs and posts
8. Show" no stopping" and bus stop signs/posts
9. All roadside signs need to be in front of tree well, not behind it
10. Transit district has requested bus stop west of Union Avenue.
Drawing C-3:
1. Suggest City standard driveway entrance or 10' radius for the midblock driveway
2. Sidewalk should extend all the way along the driveway
3. Calculate street light level to conform with City standards
4. Locate tree well location to not cause blocking street light lumination. Eliminate one tree
well for each street light if necessary
5. Locate tree well location to not blocking visibility of signal heads
6. Will drainage inlet trip bicycles
7. Show all existing/to be removed/to be relocated/new signs and posts
8. Show "no stopping" and bus stop signs/posts
9. All roadside signs need to be in front of tree well, not behind it
10. Dimensions of bus shelter pad and concrete bus pad should conform to transit district
standards (see attached). Pad should be 50 feet. Also note that 8 feet of clear sidewalk
is required in front of shelter. The latest district standards have been updated to reflect
ADA requirements.
11. The issue of bus duckouts on Campbell needs one last airing internally, I think. The
current positon is none are required as part of this project. My recommendation is that
one should be placed where the shelter is located. Transit district has requested a 10
foot clearance, which results in a 22 foot outside lane. Thus, the duckout would only
have to be 5 feet in depth (inside lane is 17 feet), with tapers of at least 65 feet inbound
and 115 feet outbound. During the day, this stop has 75 boardings and 46 alightings,
with approximately 30 percent occurring the peak hour of travel. This level of demand
will require that each bus will be stopped for a significant period of time. It makes
sense from a safety and capacity perspective to install a duckout at this location.
j: \jessep \ wpfile \campbell\prunyard. 2
5'
~
SIDEWALK (ITP) I.
40'
MONOUTHIC SIDEWALK AND
/ PASSENGER PAD
5'
I ~
..I 8'
FOC~=::=;=::==~-[~=:
UP ./ .1 ~
~ >
..=.........
BUS PAD WITH
MONOUTHIC CURB
I..
50'%
.1
BUS STOP AND PASSENGER PAD
WITHOUT SHELTER
CONDUIT STUB UP LOCATION.
/PROVIDE NO. 5 PUU BOX
n NONOUTHIC SIDEWALK, PASSENGER
~ 2,110 .PAD AND SHELTER PAD
I 7' / 5'
5' . 25' ~ I Gl
SIDEWALK (ITP)
I..
40'
. I
8'
..........r..
FOC .-/jI-------- ~ &l-
I Ii:
UP ~ ~
.....=..=...
BUS PAD WITH
MONOUTHIC CURB
I.
50'%
.1
BUS STOP AND PASSENGER PAD
WITH SHELTER
SANTA CLARA COUNTY TRANSIT DISTRICT
BUS STOP CONFIGURATION
FIGURE 20
LESS THAN 20 MPH APPROACH SPEED
CORE AREAS, LOCAL STREETS
~ EXlsrING FOC
I (rYP)
-----------------------------
: ~-------OO----------OOOOOOOOO.
./ -NEW FOC
I (TYP)
50' MIN
VEHICLE DIRECTION
...
....'..'..'..'..'..'..'::..'....OO.........O-......OO...b' ". +:
. -, T
\ 10 MPH MERGER
~ PCC PAVEMENT WITH MONOUTHIC CURB.
FOR DETAILS REFER TO FIGURE 26.
-
20 TO 30 MPH APPROACH SPEED
MAJOR ARTERIALS
VEHICLE DIRECTION
:============~~. . 4
.. 1 .
.
80' }.fIN I
100' DESIREABLE
1 -0000000000000
~OOOOOOOOO-OOOO
. 10' . .' I
JJ .
T _I 80' MIN
100' DESIREABLE
VEHICLE DIRECTION
..
30 TO 40 MPH APPROACH SPEED
EXPRESSWAYS
~
:~- ...- . . . -
~::::
:======~": . + -
I 125' "IN L T
180' DESIREABLE
I 225' MIN
FOR 20 MPH MERGER
PLAN VIEW
NOTE:
T (TANGENT LENGTIl) = 55' REQUIRED FOR ONE BUS STOP.
= 55' + 70' (X-t), 'WHERE X = I OF BUSES
(USE AT MAJOR TRANSFER TERMINAL)
SANTA CLARA COUNTY TRANSIT DISTRICT
TYPICAL BUS DUCKOUT
FIGURE 22
----------------------------------------------------------------------
SIDEWAlJ(
F.O.C.,,:
---------
--------
up7-------
,A
C C oB B
C C
N
CIl
to.I
ii:
Q ~
I.
LA
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~: :1
50':1: TYP
SAlfCUT AND EXCAVATE EXISTING PAVEMENT.
INCLUDING CURB k GUrrER. REPlACE WITH
P,C.C. PAVEMENT SECTION AND MONOLITHIC
CURB & GUrrER.
PLAN VIEW
OWHEN PAD IS 75' OR LONGER, PlACE EXPANSION JOINT
AT 1/2 THE U:NGTH OF THE P.C.C. PAD. IN LONG PADS,
EXPANSION JOINTS SHALL BE PlACED AT APPROXIMATELY
75-FOOT INTERVALS OR AS SPECIFlED BY THE ENGINEER.
SIDEWALK J
---J'-~r-- -
.. -, I"
9" 1/ 4 DOWEL
AT 18' O.C.
(OPTIONAL)
r6- I
'<f'~
..t!..~
<f~
10' - 12' VARIES ~
MATCH EXISTING CURB k GUTTER - _.
USE LOCAL CITY STANDARDS AS REQ'D ___________________
.------
]8 1/2- CL. A P.C.C.
W /POLYPROPYLENE EXISTING
FIBERS PAVEMENT
'<f~ 8" ClASS 2 AGG.
BASE - 95~
<f~ COMPACTION _______________0
<t,~ ___________
" '--- 957. RElATIVE COMPACTION
ON NATIVE SOIL
..~.v
.::- ~
....::. ..
~., ....
'fIi
,=~,.
SECTION A-A
CONCRETE PAD W/MONOUTHIC
CURB & GUTTER
1/9 DOWELS-18- LONG SMOOTH
BAR 0 18- D.C. LUBRICATE
INSTALL 3/4- WIDE FIBER FABRIC TO 1/2" BOTH ENDS OF DowEL
BELOW FINISHED SURFACE. FILL REMAINDE~
WITH APPROVED SEAUNG COMPOUND: 114 BARS TO
ROUND CORNERS TO 1/4- R. \ '~STABILlZE I 9
r ,/ r 3" ~OWELS
"G':~t~';M~~~1
I .-/ 'f'~I" I
DOBIE SUPPORTS DOBIE SUPPORTS
SECTION B-B
2" X 1/4- WIDE SAWCUT CONTRACTION
JOINT. FILL WITH APPROVED WITH
APPROVED SEAUNG COMPOUND
EXPANSION JOINT
119 DOWELS-IS- LONG SMOOTH
r:: BAR @ 18" O.C. LUBRICATE
BOTH ENDS OF DOWEL
3"
r I
, 1- ~.I
..... _?
". .....
~,~
~,~
'7 .. lIv
C-c
CONTRACTION JOINT
NOTE: FOR TECN/CAL SPECIFICATIONS REFER TO ATTACHMENT 1.
SANTA CLARA COUNTY TRANSIT DISTRICT
BUS STOP PA VEMENT DETAILS
FIGURE 26
TECHNICAL SPECIFICATIONS
1. P.C.C. pavement with monolithic curb and gutter shall conform to the provisions in Section 40,
"PORlLAND CEMENT CONCRETE PAVEMENT," and Section 90, "PORlLAND CEMENT
CONCRETE" of the State Standard Specifications and these special provisions.
2. P. C. C. pavement shall be class A with a compressive strength of 4000 psi at the age of 28 days.
Polypropylene fibers (Fibermesh or approved equal), length 112", shall be added to the concrete at
a rate of 11121bslcy.
3. After spreading and compacting, P.C.C. shall be given a preliminary finish which shall be smooth
and true to grade. In advance of curing operations, the pavement shall be given a final rough broom
finish with grooves having a depth of 118" perpendicular to the curb and gutter.
4. All newly - placed concrete shall be cured in accordance with the provisions in Section 90-7, "Curing
Concrete," of the State Standard Specifications. Curing compound to be used shall be applied to the
P. C. C. following the surface finishing operations immediately before the moisture sheen disappears from
the surface and before any drying, shrinkage or craze cracks begin to appear. Curing compound shall be
applied at a nominal rate of one gallon per 150 square feet. At any point. the application rate shall be
within +/- 50 square feet per gallon of the nominal rate specified.
5. Sawcutting of the contraction joints must be performed within 24 hours after concrete has received
final surface finish.
6. Contractor shall protect P.C.C. pad as specified in Section 90-8.03, "Protecting Concrete Pavement."
Where public traffic will be required to cross over new pavement. and if directed by the Engineer, Type
ill Portland Cement shall be used in concrete. When Type ill Portland Cement is used in concrete, and
if pennitted in writing by the Engineer, the pavement may be opened to traffic as soon as the concrete
has developed a modulus of rupture of 550 pounds per square inch. The modulus of rupture will be
determined by California Test Method 523.
No traffic or Contractor's equipment. except as hereinafter provided, will be permitted on the pavement
before a period of ten (10) calendar days has elapsed after the concrete has been placed, nor before the
concrete has developed a modulus of rupture of at least 550 pounds per square inch. Concrete that fails
to attain a modulus of rupture of 550 pounds per square inch within 10 days shall not be opened to traffic
until directed by the Engineer.
Equipment for sawing contraction joints (weakened plane joints) will be permitted on the pavement as
specified in Section 40-1.08B. "Weakened Plane Joints," of the State Standard Specifications.
7. Contraction joints, expansion joints and gaps between the P.C.C. pad and the existing pavement
section shall be cleaned and sealed prior to permitting traffic on the pad. Removable cap joint shall be
placed around the perimeter of the concrete pad excluding curb and gutter. Joint sealing compound shall
be type "A" joint seal and shall conform to the provisions of Section 51-1.12F of the State Standard
Specifications. The Z component polyurethane sealant shall be State Specification 8030 - 6lJ - 01 or
approved equal.
SANTA CLARA COUNlY TRANSIT DISTRICT
BUS STOP PAVEMENT DETAILS
AITACHMENT 1 FOR FIGURE 26
.1-**;1***
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PreCALA ROADWAY ESTIMATOR
November 7. 1995
*
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HOLOPHANE Company, Inc.
214 Oakwood Avenue Newark OH 43055
\~\~ --~- ~~\--\
HOLOPHANE SALES ROB ACKERMAN
City of Campbell Traffic and Lighting
:;'0 N. First St.
Campbell, Ca. 95008
( 4(8) 364..2832
LUMINAIRE INFORMATION ---------------------------------------------------------
Comment: 200(..) HPS
File 1D...................
Luminaire Catalog Number..
Lamp Catalog Number.......
Total Test Lumens.........
Total Lumens Used.........
Light Loss Factor.........
Illput Watts...............
H:GE7305.1ES
Curve No: 35-177305 Revision: 0
Lamp (GE Cat No): LU250
10000
10000
0.81
300.0
Luminaire: t'l-
I~~
ROADWAY INFORMATION ----------------------------------------------- ----- -----
: /1 /1 ,I' ;1 ./' // /i 1/ ,/ ,/ ,/ :
1111/111111:
11,/111111/1:
11111111111:
1111111111/:
/111 111/:
IIII R 1111:
IIII 0 1111:
,II/I A 1//1:
:1//1 D ////:
://// GJ /11/:
: // / / A / /./ / :
@< -'-L---) ://// Y ////:
SETBACK ://// //1/:
://///11//11:
:/I/////////:<---R---)@
:///////////: SETBACK
: < -......L.J----) :
: L.JIDTH :
@
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Layout Type......... 2-STAGGERED
@
Mounting Height..... 35.00
Spac i ng . . . . . . . . . . . .. 226.50
Roadway Width (W)... 70.00
@
Left ':;etback (L.).... -8.00
Left T i 1 t & TeF..... 0 .00 & 1.000
Right ~-;etback (p)... -8.00
Right Tilt & TeF.... 0.00 & 1.000
Notes: Setback is negative if luminaire is over the roadway.
All luminaires are oriented toward the roadway.
Includes contribution from more luminaires up and down roadway.
STATISTICS -------- ----------------------- --------- ------------------- ------
RClADl.JA Y
rWE
1.20
CU .,. LEFT
LUI'1HJrURE
1 .174
CU -- RICiHT
L Ur1 I r'J('\ I RE
1 .174
t'1 It'J
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4.87
0..25
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PreCALA ROADWAY ESTIMATOR
November 7, 1995
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HOlOPHANE Company, Inc.
214 Oakwood Avenue Newark OH 43055
- -----------------------------------------------------------------------~- -------
HOLOPHANE SALES ROB ACKERMAN
City of Campbell Traffic and Lighting
70 hi. Fir::;t St.
Campbell, Ca. 95008
( 408) 364-2832
LUMINAIRE INFORMATION ---------------------------------------------------------
Comment: 200vJ HPS
File 10".................
Luminaire Catalog Number._
Lamp Catalog Number.......
Total Test Lumens.........
Total Lumens Used.........
Light Loss Factor.........
Input l.Jat ts . . . . . . . . . . . . . . .
H: GE730E, . I ES
Curve No: 35-177305 Revision' 0
Lamp (GE Cat No): LU250
10000
10000
0.81
300.0
L.urn in,;:') ir e. r1- 2
ROADWAY INFORMATION -----------------------------------------------------------
@ :11111111111: @
:111//1/1//1:
:///111/1/11:
://1//1//11/:
:1///11/1/11:
://// /1/1:
@ :1//1 R 1/1/: @
:11/1 0 1/11:
:1/1/ A ////:
SPACING :11/1 D II/I:
:11// W i///:
v ://// A //1/:
@(---L---):/I// Y ///I:<---R---)@
SETBACK ://// /11/: SETBACK
://1////////:
:///////////:
:///////////:
: < --.-.-l.J--.... -) :
@ : IrJIDTH: @
Layout Type......... 3-0PPOSITE
Mounting Height..... 35.00
Spacing............ _ 226.50
Roadway Width (w)... 70.00
Left Sc~tback (L).... --8.00
Left Tilt & leF..... 0.00 & 1.000
Right Setback (R)... -8.00
Right Tilt & TCF.... 0.00 & 1.000
~,lotes: Setback is negative if lumincd.)-e i:3 ove,' the road\.Jal'_
All luminaires are oriented toward the roadway.
Includes contributioll from more luminaires up and down roadway.
STATISTICS --------------------------------------------------------.-------------.-----
f.-'NE
r"i I 1\1
0.31
i'~\/E/r.1 H\j
3.90
CU LEFT
LUr1INI~If\F
1.174
ClJ PI(3HT
L.Ur"iIN(~IF<E
1.174
RO{iDWA Y
1.20
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Holophane 214 Oakwood Avenue Newark OH 43055
~ __~ __.._ __ .~_ '._ ~v _.' _ w_ .~ __ ~ ~_v _~ _ -.. _ _ ~_ ~_ .~ __ _ .__. ~ _ ___ ~_. _ ~ _.." ,. __ _ ._~ .".._ _ _. __ _ __ ''-_ _.~ __ __ __ .~ __ _ __' _ '.~_ _ _. __ _ _ -- .~-~ ~ '- ~ ~ - -~ .,.~ ~. - v_. --, ~- - - - -.. -- ~
HOLOPHANE SALES ROB ACKERMAN
City of Campbell Traffic and Lighting
.>'0 r'~,. First St.
Campbell, Ca. 95008
( 4(8) 364-283:::">
PROJECT ID/NAME.... ,Campbell && Bascom
LOCATION . ,....... .Campbell && Bascom
CLIENT. ........,. .,City of Campbell
DESIGNER .......... .Charles Gallardo
DATE.............. .November 7, 1995 SN.1643
COMMENTS -----------------------------------------------------------------------
:;;UI"lMM\Y
INFORMATION ---------------------------------------------
NUMBER OF LOCATIONS: 18
NUMBER OF LUMINAIRES: 18
TYPE ~Hjt1BEf~
1 18
LlJt-1INAIRE NAt1E
Curve No: 35-177305
Revision: 0
Lurninai.'re: M-2
LIGHTMETER ORIENTATION:
PERPENDICULAR TO THE PLANE OF ANALYSIS
STATISTICS ----------------------------------- ----------------- ---------------
PO I t\IT':;
NUMBER
MAX
1'1 I 1'1
~1('lX/MIN
AVE
AVE/1'1n~
U. I
t1AIN Af~EA ( . )
84
3.69
0.17
21.13
1.56
(3 ~ 94
49
LEGEND: 99.9 - Points contained in MAIN AREA.
99+9 - Points contained in SUB-AREA.
99*9 - Points contained in LINES & POINTS.
U.I.=(l-(MEAN DEVIATION/AVERAGE))x100 100% IS PERFECT
LUMINAIRE INFORMATION ------------------------- --------- ---------------- ----
TYPE-l
FILE ID:
Luminaire name:
Description:
Lamp description:
Test lumens:
Lumens used:
Test report:
Photometry type:
Light loss factor:
Explanation (LLF):
Tilt correction:
GE7305.IES
Curve No: 35-177305 Revision: 0
Distribution IES: M-C III
Lamp description"
Lamp (GE Cat NO): LU250
10000
10000
General Electric Company ~ Lighting Systems Depart
A
0.81
Luminaire:
M-2
CIE
NO
PLANES LINES AND POINTS OF ANALYSIS
UNITS-FEET -----------------------------
-----------------------------------------------------------------------------------
--------------,----------------~--------------_._----.-------_._--------_._~----------------_.
MAIN AREA
of Analysis
SUB-AREA
of Analysis
LINES AND POINTS
FRO M
of
Analysis
TO
.------------------------------------------------------------------------------------
-----------------------------,----------------------~-----_._--------_._---------------
j
Y
x
Y
x
Y
z
x
Y
.Y
L
---_._------------_._--------~----------------------------------------------------------
-----------------------.--------------------------.-------------.------------------.--.-
0.00
1350.00
1350.00
0.00
0.00
0.00
0.00
70"00
70.00
0"00
---------------------------------------------------------------------------------
w~_____________________________,________________________________________________________
x
y
x
Y
x
y
z
x
y
z
---------------------------------------------------------------------------,-----
-------------------------------------------_._--------.-------------------------------
LUMINAIRE LAYOUT INFORMATION
UNITS-FEET -------------------------------------
---------------------------------------------------------------------------------
------------------------------------------------------------------------------------
ST NO.
x
Y
Z
ORIENT. TILT
X-AIM
Y-AIM Z-AIM MULT TYPE
--------------------------.---------------------------------.------------------.-------
-------_._-----------~-------------~-------------~-----------------------------~-------
N 1 40.00 8.00 35.00 1 .00 1
N ~ 420.00 8.00 35.00 1 .00 1
~
N ~ 560.00 8.00 35.00 1 .00 1
~
N 4 710.00 6.00 35.00 1 .00 1
N 5 860.00 8.00 35.00 1 .00 1
N 6 1035.00 6.00 35.00 1 .00 1
N 7 1190.00 6.00 35.00 1 .00 1
N 8 1280.00 6.00 35.00 1.00 1
N 0 1300.00 64.00 35.00 1 .00 1
N 10 1115.00 64.00 35.00 1 .00 1
N 11 980.00 64.00 35.00 1 .00 1
N 12 850.00 64.00 35.00 1 .00 1
N 13 715.00 64.00 35.00 1 .00 1
N 14 545.00 64.00 35.00 1 .00 1
N 15 440.00 64.00 35.00 1 .00 1
N 16 335.00 62.00 35.00 1.00 1
N 17 190.00 64.00 35.00 1 .00 1
N 18 55.00 62.00 35.00 1 .00 1
-----------------------------------------------------------------------------------
--,-------------~-_.---------------------------------------------~----------~-_.~----
5T NO.
X
Y
Z
ORIENT. TILT
X-AIM
Y-AIM Z-AIM MULT TYPE
------------------------------------------------------------------- --------------
_________.______.___________________~______________~n__._____.__~___~____ -----~--~-------
STatus: N=Normal Luminaire T=Tracking Luminaire
ORIENTation: The clockwise angular displacemsllt from the positive Y axis.
TILT: The angle the luminaire is aimed up from nadir (straight down).
--------------------------------------------------------------------------------
-.--------.--------------------.---.------------------------------------------------.
ILLUMINEERING (R) ANALYSIS by CALA 7.3---------------------------- ----- ------
November 7, 1995 SN.1643 HOLOPHANE SALES ROB ACKERMAN
HINGE LINE ELEVATION 0 FEET
ROTATION ABOUT HINGE LINE 0 DEGREES
NOTE. The HINGE LINE is at the bottom of your analysis.
RESULTS ARE IN FOOTCANDLES
SCALE OF PRINTOUT LEFT TO RIGHT 100 FEET / INCH
SCALE OF PRINTOUT TOP TO BOTTOM 50 FEET / INCH
--A-- --[--
0.77 3.69 1.06 1.04 2.58 0.55 1.18 2.74 1.57 3.43 1.46 3.59 0.99 0.92 2.60
1.09 3.06 0.96 0.70 0.79 0.53 0.73 1.15 2.22 2.19 1.27 3.08 1.28 0.95 2.73
l@L 2@L 3@L
0.74 2.75 0.60 0.34 0.17 0.26 0.30 0.55 1.88 1.35 0.78 2.85 0.910.75 3.07
I
I
X. ..-.'
-
0.0
0.0
0.0
y::
7._
L_'-
--8--
--0--
--------------------------------------------------------------------------------
-------.-------------------------------------------------------------------------
--c- --E--
2.60 1.57 1.14 3.58 1.06 1.80 2.16 1.05 2.60 1.45 1.07 1.25 3.49 0.73
2' .7:3 1 .46 1 12 2 .96 1 ?7 1 10 1 .60 2 ')/ 1 18 1 .34 2 .59 1 .79 2 1:) 0 .6L!
.L .. ,..)/ ..~O
4@L 5@L 6@L 7@L 8@L
3 .07 0 . '07 0 .78 2 .79 0 .91 0 . (:>2 1 O'~ .~ C:::") 0 7(' 0 .91 3 .38 1 .50 1 " (;~ ::2 0 .40.--.......
. -5 "-. .. ..-J~_ .. l )
:<= 1350
y= 0
Z= 0
--D-- --F--
--'.----------------------------------------------------------------------------------
----------------------------------------------------------------------------------
The information provided in this report is calculated from assumptions
that may differ materially from the actual conditions upon installation.
Input photometi"ic data is based on nominal values fOi" voltage, balla~;ts,
and lamps. Input design parameters such as room reflectances, size,
mounting height, depreciation factors, orientation, and tilt are supplied
by the customer, and are not verified by HOLOPHANE Company, Inc.
Variations in these parameters may affect the results obtained.
HOLOPHANE C'ompany, Inc. doe:::; not l,.Jarrant that thi:::; 'I"eport is free from
errors or that its lighting products, when installed, will produce mea-
sured lighting values matching the projected values shown in this report.
THE INFORMATION PROVIDED IN THIS REPORT IS FURNISHED AS IS. HOLOPHANE
COMPANY, INC. DISCLAIMS ALL IMPLIED WARRANTIES, INCLUDING THE IMPLIED
WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE.
HOLOPHANE COMPANY, INC. SHALL NOT BE LIABLE FOR ANY INCIDENTAL OR
CONSEQUENTIAL DAMAGES.
~":;T~;ii,=}:~:~~'~:~!t.>,::)/; . .:... . -........... P' ~
. , ',C.. . :'. ,;i!o,;;,~i~' V~l. Dist:rct' ^
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P.2
OCT 16 '95
03:46PM S C VALLEY WATER DISTRICT
~}f'~';'~: . ~:~i~.~~~;?~~"iOn Di.i.;M
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o Other
. FROM~ County Public Works Oepartn,€tlt, Opilrations Division'
" 0 O~!liign and C~'lsttuc;tion. Construction Division
o MJillttlio;tnCe Division
,,,.41&
Per "'I '!l:i1:
c~~ Or
CA.YTJ~5tE'~ L ;
TED
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CUI\!itTlIl:Tion unC1<?r this ~~'rmjt has bncn in$pccu~d by the undqrsisncd en
. ~ t:::::;;
) ~"--
'.
-'..' :.'
~
'::': "."Vi'! the tollowin!1 cc""mcnts:
. ~ ConstI uction nClS helm completed in ae~~rdance with all "rt)visiotl~ of Permit.
c; Constr'lction h<l~ been ,omplered but not in aecordOlnee with all provisions and
concliliOrlt 0) the permit, .
(Eltpl-.in bC!low under additional comments.) .
Il(j
.'
\.
.
U Permit expired b~fora wor!< eommenced,
Cl Permit Clxp!n~d l.lc1or~ work was completed.
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OCT 16 '95 03:46PM S C VALLEY WATER DISTRICT
P,3
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~iat..~ .M'~~~\"I)":oI"A~"~'IlIJI'''.'''''''''''r...~., "-"'""",y.'."~~,,,_, '.'t_..,....,....,,,........,,._''''''......_':'._y;...--:~........\'.....,__.
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5715
Date ISSIJOO 5/'/10
67150 Al.MADEN EXPRESSWAY . SAN JOse, CAl.IF-OflNIA 95118 .1~1 ~
Permit No. 88310
Permittee Telephon! 3'78--eUl
City of Campbell
75 North C~ral AVenue
Campbell, California 95008
Attention David Valkenaar
Project Engineer
Purpose of Permit
III Encroachment
III Construction
o Temporary
File ----.u. ~-..J ....
Iae ~ cnek
~ ef.... ..J IT",
.1J''' .~-JUIl- J.... ~'.....
.. ~_ 76-5
I.OM1 1t II __ ~ ..... ... 38
---. .....
~n_..~ of a 12-iaeIa ~ ... dAia Glllt:fall iata..-lt.
Construction Expiration Date 5J!t41
~>
Em;r(l1lc;hrnlln\ ExpiratIon Di:JLC
PERMITTEE MUST NOTIFY:
a SANTA CLA.RA COUNTY TRANSPORTATION AGENCY. TELEPHONE 299.2591
AT LEAST TWO NORMAL WORKING DAYS Bet=ORE STARTING ANY WORK UNDER THIS PERMIT. FAILURE
TO NOTIFY IS CAlJSE FQR REVOCATION OF ~~!3.~.!J_.~~.Q REMOVAL OF WORK. EXERCISE OF THIS PERMIT SHALL
INDICA'Te ACCEPTANCE OF AND AGREEMENT '0 COM?L Y WITH ALL P~IOVISIONS INCLUDED HEREIN. THIS PERMIT IS
SUBJECi' TO THE PROVISIDNS USTED ON THE REVERSE SIDE HEREOF EXCEPT AS EXPRESSLY MODIFIED IN TI~E
ADDlTI()NAl PROVISIONS l.iSTED BELOW VIOLATION OF ANY r>f~OVISION SI--IALL BE CAUSE FOR IMMEDIATE
REVOCATION OF PERMIT.
,. PERMITTEE MUST MAINTAIN A COpy OF THIS PERMIT AND APPROVED PLANS ON ,JOB SITE FOA OUR,A,TION
OF CONSTRUCTION PERIOD,
2. All work shall be constructed In accordance with approved plar:s and to the satisfaction of the District's Inspec.
tor. Tne work area must restored to the S4tis!act!on of the DIstrict's Inspector.
3. The Quallly of water passing through or celow the sile SI'laIl be maintained at all times and the addition of slit or other
deleterious material to the water will nor be permined.
4. All backfill within District right of way shall be compacted to at least 90% relative compaction in accordance Wllh
California Test Method .218,
.. S. Otstructlons to the existing watelVllay between Oclober 15 and April 1 S will not be allowed except by special ~9rmll to
be applied for at least 15 days in advance and req:Jiring District approval or derailed plans and provisions tor emer-
gency flows,
6. ...... .. 1 ~. ___ H- _ aU WIk w:Lt:IISa __ ,....a... DbUiGIt j~ _ ..... .,
ad' __.
7. ~I'. if .. ~ ... G&w _ ta. .u. en tie ....... &q~ _ I'"...., ~..
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J. at~, D. IUl1.ncH 8. Burger, A. Cocl1rollJ E~ SullivaD, L. wi11JC1l
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I .,60H17f>1
I..
Appn"",11
OKl~;'NAL. SJGNF.;D ~y
OI\l'~ION eNOINE~A
(.'''SIGN COCHolOINAT'ON ,)'VISION
'"
OCT 15 '95
03:47PM S C VALLEY WATER DISTRICT
P,4
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OCT 16 '95 03:49PM S C VALLEY WATER DISTRICT
P,5
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. 75 NOR THe: E N.T R A L
C AMP 8 ELL. CALI &: 0 R N I A
.(408) 318.8141
% ~ ~~~ .'44
O'f CAMPBEll
AVENUE
95008
.it
. ;~.Y~.
. ;t~~::..
D4Ip8l'1ment: Pub lie Works
October 31. 1980.
Mr. W. G. Carlsen
Santa Clara Valley Water District
5750 Almaden Expressway
San Jose, CA. 95118
Attention: Eugene Sullivan
Dear Mr. Carlsen:
Re: Campbell Project 76-5~ Bascom Access
Santa Clara Valley Water District Permit 180310
Enclosed as per' your request is a copy of our Project Sheet 7R
revised to show the storm outfall and riprap lias bul1t".
Very truly yours.
.
JOSEPH ELLIOTT
Director of Public Works
" ~<ol1~--
DAVID N. VAlkENAAR
Project Engineer
DNY: a ..r'"
ec~. "I,S~~,~,Cla~, :CouritY. "T'~nsportat1dn AgIllCY t ",,'~li:~'
;,j:;:'..ctlt~i'e$ (;pe"at1ans, ' ' ' ';,;'
-::-:;;;;':::0::7.~Z'.~l!~~~::;;... --, -'-.... ... _."._--:_.:4+,.,;:".-:~~' -,
......,,",;.: ~,.:, '.'.. . eji:'." ',"..' (//;;. ) ~''f.,'~\J:~W.1
7 ..:!" .. ." ". '. . ""?'''~:<'.",'; .'~'1:!,:.~,"::Ii
"-
~
OCT 16 '95 03:50PM S C VALLEY WATER DISTRICT
P,6
--...._.._~.
.........".."'........,,....._....._..._...,,_.._._,-_.._---_._~
\:;::,'~~,..',{',.,.'~(J l'j() ~
~'...: ,,.:. '":..",, /), 0
, :~,.j,/'ihjE.,.. ]I M" P.'U..J:: II
.~ j~'~_: '1:~:~~{~r,1'", l:J tI\ ': i E
,NO.J':TH'\ CENTRAL AVENue
.P&SIoL, CALIFORNIA 95008
:~. J 3. 7 8 ~81 4 1
6HS
/tee.
,,':f;~
. ..:~W;):
Department: Pub 1 f c Works
October 9. 1980
Mr. Al Cod1roli
Santa Clara Vall~ Water District
5750 Almaden Expressway
San Jose, CA. 95118
Subject: Project 76-5, Bascom Access O~tfall Structure.
Dear Mr. Codiroli~
I am writing to confirm our telephone discussion today about the
manhole location for our storm drain outfall on subject project.
You and I have agreed to the following:
1. The outfall manhole where shown on our Sheet 7R will be outside
of the 2 to 1 ~lope that you show on your plan revisions.
2. The Water District has no problems nowt or in the future, with
this manhole location shown on Sheet 7R.
I
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,
. :~'J
3. The City realizes that this manhole location m~ be in the access
road a~ea of future W3ter District right-of-way, and that the City
will not have easy or continuous access to the manhole at that time.
This potential situation is acceptable to the Ci~.
4. You are agreeable to the City's placement of material on the ('.t-eeksi'de
of the existing wall at our new outfall location so long as th~ slope
is approximately 2 to 1 and the fill area is riprapped.
With these understandings. we are directing our contractor to proce~~
with the work essentially as shown on our Sheet 7R. We understand you
will adY1se your inspector of these agreements" '
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,
OCT 16 '95 03:51PM S C VALLEY WATER DISTRICT
P,7
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OCT 16 '95
03:51PM S C VRLLEY WRTER DISTRICT
P,8
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OCT 16 '95
03:52PM S C VALLEY WATER DISTRICT
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OCT 16 '95 03:53PM S C V~LLEY W~TER DISTRICT
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~ign Coordination Division
Permits, Section
'FROM: 'IirFlood Control Unit. Construction Division
D County Public Works Department, Operations Division
o Maintenance Division
o Other
Perm't NClmc-r
&I1MPCETED
P.;Z'.$2 /
Elllliration DltI:
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Conctruction under this permit ha~ been inspected by the undef'$igned on /.It -/I-.4"L
We tuNe the following comments:
IR' Construetio:"l has been completed in accordance with all provisions of Permit.
o Construction has been completed but not in accordance with all provisions and
conditions of the permit.
(EJ(plein below under additional comments,)
o Permit expired before work commenced,
o Permit eJ(pired before work WIIS completed.
AddI'~1 c::en-n: .
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c,C:A.:,t,1:p:is ~LL, C A L. I FOR N I A
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AVE N I) E
9 5 0 I' 8
Depertmen\: Planning
September 30, 1983
Michael l-bul, Assoc. Engineer
Ruth and Going, Inc.
919 The Al8Jl8da
Box 26430
Sar~ Jose, CA 95126
RE: MINOR CHANGE TO PARKING LAYOlTl' (PD 81-06)
901 CAMPISI WAY
Dear MT. lobul:
Please be advised that. at it~ rneet,ing of September '2.7, 1983, the
Planning Conmission conditicn;,;l1i' approved your request to modify
the southwestern portion of the parking area on the reftlrenced
project. This approval is s1.:bjec.t to the added conditions indicated
below:
.
J
r
1) Applicant to submit Ci. revised landscaping plan
indicating changes to the landscaping in this
area, within 30 tlays of this approval.
Z) Applicant to submit plans indicating the provision
of facilities for the storage and parking of l)icycles,
1IIithin 30 day~ of this approval.
If there are any questions regarding this approval, please feel
free to contact the Planning Office.
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Sincerely,
.'
ARll'iUR A. KEE
PLANNING DIRECTOR
~'~~
TW~~-V
PLANNER II /7})
T.>>:I: Ip
cc;:
'Ron Troyan
Building Department
Santa Clara Vall~y Water D~trict
. (7~)
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OCT 16 '95 03:55PM S C VALLEY WATER DISTRICT
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Date t $Sued
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Permit No, 61m. .
Telephone
File
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'urPost of Permit
~ EncrOachment
. .. Construction
. Temporary
(See aU&c&1ecl sbee~'
:onstructlon Expiration Date_
I/tJ./Ar.'.
--. ~ncrOi.lchment EXDirclt;ol1 Date
~n"'~lITee MUST NOTIFY:
@Or'STRICT'S Qli$11l:II:1'Iou DIVISION. TEI.EPHONE 265..2600 l),I~__
[Jitlil'~itt,~"ti~~i~lb~~!imi
AT LEAST TWO NOF;MJ:l.t WORKING DAYS BEFORE STARTING ANY WORK UNDER Tf-..S PERMIT. FAILU:RE
o NOTIFV IS C~o~..B5..~~~Sl!::LQf.__.~RMt.L~J2__IiE}'!"'QVAL O~ ~ EXERCISE OF THIS PERMIT SHAI_l
~OICATE ACCEPTANCe or: AND AGReEME~T TO COMPI.... W'''''H ALL PiWVISrONS INCLUDED HEREIN. THIS PERMIT IS
UBJECT TO THe PP.OV/SJOlf,tS LISTe:c ON THE REVERS: .':IDE HI:AEOF EXCEPT AS EXF'RESSl Y MODIFIED IN THE
DOIT10NAL PROVISIONS USfl:.n BE~.OW. V10L^";"O,,":)1= ,~NY PROVISION Sf-iALL BE cAuse FOR IMMEDIATE
EVOCATION OF PERMIT
1. PERMITTee MUST MAINTAIN A COpy OF HilS PERM:T AND A?F'i10VED PLA~'JS ON .JOB SITE FOR DURATION
,..OF CONSTRUCTION PERIOD.
2. All work shall be constructed In ac(.\')rdance Vtith rppr::"e~ pltilns &f1d to the satisfactIQ.r. of the District's Inspea-
tQr. The work area mUG! reRtored to tM sallsf<3ction 01 ml; Oistrjc1'~ Inspector.
3. rhe:quality o~ water paGSil1Q through or belO'tv' the S;;1& f,ht\ll be IT:ajntainp.~ at u~1 tim(f; und thl# addition of slit or other
del~riO.U8 material to lhe water will not t:l:~ ~ermilteCl.
4. A;,ll.b!!lCkfill'wilhin District right of way st.tin b& cvmpacta::l .0 at leeSi 90'lIo rl-Jlativti compaction in accordance ......ith
'california Test MethOd 216.
5, OHfr.l.lctlons to tt'le existing waterway tletween October 15 and ~,priI15 will ~I)t OS aliowed except by special permit to
tI.!~pp,lled for alleaS1 15 days in ar.'/snc& and requiring DIGlriel apprc.val of detailed plans and provisions f(X ~m01-
. !..G~~'fIOWS,
, . :.:':. :~~~' '. '-.. rr.o fa. ~ flUW6 IA~ tb.e CQ.Q:l;t~wt!Oi,\ site. An~!l"
, :,' :::'~:"'__J e* ft_ ~.f:I4MGd IG1r ~.C1_ <11'. ~o 00 cZbewA.sCPd. w1tbl ~:.
,':,,: ~.;~'t6OiJj 2Et. 16&. - eQ-.a.......rc U13 b .1I/J:Q~e. Pl&iAS for. wt4)'
'. ,': '1*"tt4 tloaMt . ~ f., '""_ ... .~td , WEtlU priQl" ~@ ~ta't
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OCT 16 '95 03:56PM S C VALLEY WATER DISTRICT
P,13
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.'10RPC>Sf.'Of P.ERMIT
l. InStaLlation of two 12-inchCMP storm drain outfalls into creek.
2. Installation of a pce retaining wall along creek.
s. Ins'tallation of a .3' oX 6" high chain link fence along creek from Station 0+46
to ?+Os.
4. Reln.oval of eXisting 12-inch CHP outfall and venical down dI'ain.
5, Gr~ding of channel side slope.
~ .:
6. Installation of rock riprap channel bank lining,
PROVISIONS
7. The District may install a percolation dam in the creek all ApX'il 1) 19811. All
creek work shouli be completed prior to ~hat time.
s.
The r~ck riprap
of mater.ial anci
rock rl<lcernent.
inspector,
is ~o be in aCcordance with Section 72 of St~te SP~C5, The source
tes~ results are to be furnished th~ District inspector prior to
Add:l.t:iclOaL test::: are to b~ furnhhed :lS j.'equil'ed by Our
.,1
I
t
~. lJistl"iCl: :.'ill h~ve .an active construction pr-.lject ilpprox:.m:ndy 300 feot do~.nstream
of t)lis site during the fall of 1983. Any Ii\)rk near thi:. area shl':.lld be c:oordi;1a~ed
with District'5 contractor.
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OCT 16 '95 03:58PM S C VRLLEY WRTER DISTRICT
P,15
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Brian Kangas Foulk
Engineers . Surveyors . Planners
October 6, 1995
; I
Job No. 956018-10
Mr. Harold Housley
Public Works Dept.
City of Campbell
70 North First Street
Campbell, CA 95008
1'I~~"~"1I
Subject:
Storm Drain Master Plan
Pruneyard Shopping Center
RICE,,,,o
Ocr 111995
PU8LIC v
4DMINISTRv Li".\v
AT/ON
Dear Harold:
This letter is to summarize Brian Kangas Foulk's review of the Storm Drainage System at
the Pruneyard Shopping Center. This report will be divided into four sections, Existing
Data, Onsite Storm Drainage System, Conclusions and Proposed Development. These
sections are as follows:
EXISTING DATA
To begin our analysis, Brian Kangas Foulk reviewed the City of Campbell Storm Drainage
System Analysis prepared by Barrett Consulting Group dated August 5, 1994. This report
indicated that the majority of the Pruneyard Shopping Center was contained in drainage
basin L-15, The entire site storm drained north along Bascom Avenue, Barrett
Consulting Group's assumption about storm drainage at the site is therefore not
unreasonable because record drawings indicate this potential. Their assumption results
in a need to replace storm drainage lines north of the Pruneyard site along Bascom
Avenue. The Barrett Analysis is summarized in Attachment No, 1.
EXISTING STORM DRAINAGE SYSTEM
The record drainage which formed the basis of the Barrett report are wrong. BKF's
review of the record drawings available at the Pruneyard Shopping Center indicates that
a large portion of the site storm drains directly north into Los Gatos Creek and south to
Campbell Avenue instead of north along Bascom Avenue. BKF has verified this record
information with field observations and measurements. The storm drain area map
together with pipe sizes and slope is shown on Attachment 2. A ten (10) year rational
method storm drain analysis has been performed on the Pruneyard Shopping Center
Storm Drainage System. This analysis is shown in Attachment 3.
981 Ridder Park Drive, Suite 100 . San Jose, CA 95131-2305 . (408) 436-7500 . FAX (408)436-1194
Brian Kangas Foulk
~er.~U1'995' · Planners
Job No, 956018-10
Page 2 of 2
CONCLUSION
The existing Pruneyard Shopping Center Storm Drainage System does not cause local
offsite storm drainage problems. The existing City storm drainage system appears to be
adequate for the modified flows along Bascom Avenue.
The Pruneyard Shopping Center Onsite Storm Drainage System is inadequate for a ten
year design storm. During significant storms, surface ponding will occur at the Pruneyard
Shopping Center site, This ponding has historically not caused any problems with the
shopping center operation, This ponding does not cause localized flooding on adjacent
public streets. The existing storm drainage system is therefore adequate for the
shopping center.
PROPOSED DEVELOPMENT
The proposed developments at Pruneyard Shopping Center will not substantially alter the
existing drainage areas. The ultimate storm drainage system will therefore be adequate
for the proposed development.
Thank you for this opportunity to present our storm drainage Master Plan for your review,
Please contact me if you have any questions or require additional information,
Very truly yours,
BRIAN KANGAS FOULK
(l1a-k 1S ~
Martin B. Parissenti, P,E.
Project Manager
cc: Chris Meaney
Joe DeCredico
H:\HOME\HAB\LETTEAS\HOUS1006.MBP
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Drainage
System
L12
City's
Upstream
1.0.
. M5251
M5277
M5278
M5279
M5287
M5286
M5285
M5284
M5283
M5282
M5281
M5280
M6095
M6096
TABLE 1 CITY OF CAMPBELL
STORM DRAINAGE SYSTEM ANAL YSI
a.c.G.
Upstream
1.0.
L 1260MH
L 1261 MH
L 1262MH
L 1263MH
L 126401
L 1265MH
L 1266MH
L 1267MH
L 1268MH
L 1269MH
L 1270MH
L 1271MH
L 1272MH
L 1273MH
a.c.G.
. Downstream
1.0.
L 1261MH
L 1262MH I
L 1263MH
L 1271MH
L 1265MH
L 1266MH
L 1267MH !
L 1268MH
L 1269MH
L 1270MH
i L1271MH
L 1272MH
I L 1273MH
L 1274MH
Existing
Diameter
(inches)
24
48
48
48
18
18
18
21
21
21
21
48
48
48
a (10-yr) : Upsized I'~ Length
(cts) ~ii~J~1 (feet)
25.7 PUiluc3p, 326
144.9 ADMINISlRA)j!...." 209
143.9 72 128
145.3 72 94
5.1 not needed 210
5 not needed' 212
7.2 not needed: 331
10.3 : not needed, 298
10.3 not needed ! 52.
13 30 355
17.4 not needed ' 77
158 84 207
156.2 72 493
150 8 72 69
i,1 : 5 I
M6097 L 1274MH L 1275MH 48 152.4 72 262 I
I M441 L 1275MH 54 152.1 72 30 I
!
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L13 H28 L130101 L 1302MH 18 2.7 not needed 128 I
,
M5172 L 1302MH L 1303MH : 18 I 2.6 not needed 178 I
I
i M5171 L 1303MH L 1304MH 24 i 4.5 not needed : 148
M5170 L 1304MH L 1305MH 27 7.7 not needed i 205 I
I ,
M5169 L 1305MH L 1306MH 27 19.3 30 23
M5168 L 1306MH L 1307MH 30 18.7 not needed : 141
M5167 L 1307MH 36 18.6 . not needed i 62
I
L14 M5166 L 1401AMH 15 3.3 , not needed i 28
M5163 L1401BMH I 15 3.3 not needed i 8
M5162 L 1402MH 15 3.3 i not needed I 17
M5161 L 1402AMH 15 3.2 not needed i 87
STUB104 L 1402BMH 15 3.2 not needed i 90
M5385 L 1403MH 15 3.2 ' not needed i 68
j not needed i 41
, L 1502MH i
L 1503MH
L 1504MH
313
M5164 L 1506MH 71
M5165 L 1507MH 242
M5175 L 1509MH 220
S5716 L 1509MH 95
M5176 i L 1510MH 292
M721 i L 1510AMH 103
M722 L1511MH 61
M723 37
L16 M718 L 160101 L 1602MH I 12 1.8 , not needed ! 190
M5173 L 1602MH L 1603MH 12 6.4 not needed i 154
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Brian Kangas Foulk
Engineers . Surveyors . Planners
September 14, 1995
: I
Job No. 956018
--
Mr. Harold Housley
City of Campbell
70 N. First Street
Campbell, CA 95008
Subject:
Preliminary Hydrology Report
Bank of America Relocation
Pruneyard Shopping Center
Dear Mr. Housley:
The purpose of this Preliminary Hydrology Report is to allow construction of the relocated
Bank of America building at the Pruneyard Shopping Center. Construction of the Bank
of America building will require an addition to the existing on-site storm drainage system.
This addition to the storm drainage system will not substantially alter the basic tributary
areas or total site runoff of the existing storm drainage system. The project site will
continue to flow into an existing storm drain system north of the Bank of America site.
Development of the Bank of America building will not affect the on-site or off-site storm
drainage system in a meaningful way, Brian Kangas Foulk will prepare a Master Storm
Drainage Hydrology Report for the entire Pruneyard site as part of the Next Development
Package.
Thank you for your cooperation in the Pruneyard renovation project. Please contact me
if you have any questions or require additional information.
Very truly yours,
BRIAN KANGAS FOULK
/!I~ is
"
J~
Martin B. Parissenti, P.E.
Project Manager
MBP:bh
cc: Chris Meany
Joe DeCredico
RECEIVED
4
SEP 1J 1995
H:\HOME\HAB\HOUSLEY
lubJic W_orblEngineering
981 Ridder Park Drive, Suite 100 · San Jose, CA 95131-2305 . (408) 436-7500 . FAX (408) 436-1194
Tread\\el1&RoI1o
25 August 1995
Project 1858.01
Mr. Chris Meany
William Wilson & Associates
1999 South Bascom Avenue, Suite 200
Campbell, California 95008
RECEIVED
SE? 14 1995
4-
~ub'ic WorbJfngineering
Subject:
Geotechnical Investigation
Pruneyard Shopping Center
Campbell, California
Dear Mr. Meany:
Weare pleased to submit the results of our geotechnical investigation for the proposed
additions and renovation of the Pruneyard Shopping Center in Campbell. Copies of our
report were distributed as indicated at the end of the report,
The recommendations contained in the report are based on limited subsurface
exploration and laboratory testing programs, Consequently, variations between expected
and actual soil conditions may be found in localized areas during construction.
Therefore, we should be engaged to observe foundation installation, during which time
we may make changes in our recommendations, if deemed necessary,
We appreciate the opportunity of assisting you with this project, and we look forward to
working with you in the future.
Sincerely yours,
TREADWEll & ROLLO, me.
~/J
Richard D. Rodgers
Geotechnical Engineer
18580102.RDR
\0
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, \!)v \-1'U- \ fJ\~ I
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...)
Treadwell & Rollo, Inc. Environmental & Geotechnical Consultants
555 Montgomery Street, Suite 1300, San Francisco, CA 94111
Telephone (415) 955-9040 Facsimile (415) 955-9041
'.'
GEOTECHNICAL INVESTIGATION
Pruneyard Shopping Center
Campbell, California
William Wilson & Associates
Campbell, California
25 August 1995
Project 1858.01
TreadwelERoIIo
Environmental and Geotechnical Consultants
hadwell&RoIlo
TABLE OF CONTENTS
'-;
1.0 lN1RODUCTION 1
2.0 SCOPE OF SERVICES 1
3,0 FIELD INVESTIGATION 2
4.0 LABORATORY TESTING 3
5.0 SITE AND SUBSURFACE CONDmON 3
6.0 EXISTING BUll.DINGS 4
7.0 DISCUSSION AND CONCLUSIONS 5
7.1 Foundation 5
7.2 Seismic Hazards 6
8,0 RECOMMENDATIONS 6
8.1 Barnes & Noble Building 6
8.1.1 Drilled Piers 7
8.1.2 Footings 8
8.2 Bank of America and Restaurant 9
8.3 Seismic Design 10
8.4 Site Grading and Fill Placement 10
9.0 ADDmONAL GEOlECHNICAL SERVICES 11
10.0 UMlTATIONS 12
FIGURES
APPENDIX A - Logs of Borings
APPENDIX B - Laboratory Test Results
DISlRIBUTION
/
LIST OF FIGuRES
Figure 1
Figure 2
Site Location Map
Site Plan
had\\el1&RoI1o
Figures
Figure
Figures
Figure
APPENDIX A'-
Log of Borings ~
A-1-
A-6
TreacMelI&RoIIo
Logs of borings B-1 through B-6
A-7
Classification Chart
APPENDIX B
Laboratory Test Results
B-1 - Unconsolidated-Undrained
B-3 Triaxial Compression Tests
B-4 Plasticity Chart
TreacMelI&RoIIo
GEOTECHNICAL INVESTIGATION
PRUNEYARD SHOPPING CENTER
Campbell, California
1.0 INTRODUCTION
This report presents the results of our geotechnical investigation for the proposed
additions and renovation of the existing Pruneyard Shopping Center in Campbell. The
site is at the comer of South Bascom and Campbell Avenues, as shown on Figure 1.
The proposed project consists of constructing three new structures and a new throughway
at the shopping center, Structures to the east of the shopping center cinema will be
demolished to construct a new Barnes & Noble store, The store will be a two-story,
reinforced concrete structure with plan dimensions of approximately 200 by 250 feet.
Two new, one-story structures will be constructed in existing parking lot areas; a Bank of
America at the comer of. South Bascom and Campbell Avenues, and a new restaurant on
Campbell Avenue, as shown on Figure 2. These two structures are each approximately
70 by 90 feet in plan dimension.
According to the project structural engineers, Nishkian & Associates, the new
throughway construction does not involve the addition of any structural elements.
Therefore, the new throughway is not addressed in this report.
2.0 SCOPE OF SERVICES
Our scope of services was outlined in our proposal dated 19 June 1995, These services
consisted of exploring the subsurface conditions at the site, performing laboratory tests
and engineering analyses, and developing conclusions and recommendations regarding:
TreadwelI&RoIIo
o soil conditions and groundwater level at the site
o appropriate foundation types for the new structures
o design criteria for the recommended foundati(;m types
o estimates of foundation settlement
o site grading and excavation, including fill quality and compaction criteria
o site seismicity and seismic hazards, if any
o Uniform Building Code site soil factor, "5,"
3.0 FIELD INVESTIGATION
Subsurface conditions were explored by drilling six test borings, designated as B-1
through B-6, at the approximate locations shown on the Site Plan, Figure 2. The borings
were drilled on 28 July 1995 to depths ranging from 26-1/2 to 31 feet below the existing
parking lot grade. Drilling was performed using a truck-mounted drill rig equipped with
six-inch-diameter, solid-stem flight augers.
During drilling, our field engineer logged the borings and obtained samples of the
material. encountered for visual. classification and laboratory testing, Logs of the borings
are presented in Appendix A on Figures A-1 through A-6. The material. encountered
was classified according to the soil classification system described on Figure A-7.
Soil samples were obtained using a Sprague and Henwood split-barrel sampler with a
3.0-inch outside and 2.43-inch inside diameter. The sampler was driven with a 140-
pound, above-ground automatic safety hammer falling approximately 30 inches. The
blow counts required to drive the samplers the final. 12 inches of an 18-inch drive were
2
18580101.RDR
25 August 1995
TreadwelI&RoIIo
corrected to SPT blow counts as appropriate and are shown on the boring logs.
The borings were backfilled in accordance with Santa Oara County requirements, and
the top three inches were filled with asphalt patch.
4.0 LABORATORY TESTING
Each sample was re-examined to confirm field classifications, and representative soil
samples were selected for testing, Samples were tested to measure moisture content, dry
density, plasticity index, and undrained shear strength. The laboratory test. results are
presented on the boring logs and in Appendix B on Figures B-1 through B-4.
5.0 SITE AND SUBSURFACE CONDITIONS
The site slopes gently from the southwest comer (Elevation + 188 feet)l to the northeast
comer (Elevation + 181 feet), It is occupied by a shopping center with numerous one-
story buildings surrounded by an asphalt parking lot. The Barnes & Noble site is
cUrrently occupied by retail buildings; the proposed Bank of America and restaurant sites
are in existing parking areas,
Our test borings indicate the proposed Barnes & Noble site is underlain by
approximately 10 to 25 feet of stiff to very stiff clay. Beneath the clay is dense to very
dense sandy gravel, with varying amounts of clay that extend to the depth explored. The
new Bank of America site is underlain by approximately ten feet of stiff clay over dense
1 All elevations presented in this report are taken from the Topographic
Survey Pruneyard Shopping Center; Brian Kangas Foulk; 4 March 1995.
3
18580101.RDR
25 Au8ust 1995
TreadwelI&RoIIo
to very dense sandy gravel with varying amounts of clay, extending to the depth explored.
The restaurant site is underlain by approximately ten feet of very stiff to hard clay over
dense to very dense sandy gravel with varying amouil.ts of clay, At the restaurant site,
there is an approximately three-foot-thick layer of stiff clay within the sandy gravel
deposit at a depth of 20 feet.
Atterberg limits tests indicate the upper clay layer at all three sites has low to moderate
expansive potentiaI.2
Groundwater was not encountered in any of our test borings.
6.0 EXISTING BUILDINGS
The existing shopping center was constructed in the early 1970s. Foundation design
drawings are available for a portion of the shopping center. These drawings indicate the
existing facilities, with the possible exception of the cinema (Figure 2), are supported on
drilled, cast-in-place, concrete piers. According to the drawings, the piers range in
diameter from 18 to 24 inches, and range in length from 8 to 20 feet.
Although no records or drawings were made available to us to confirm it, we understand
the cinema may be supported on spread footings. Additionally, we understand the
foundation of the east side of the cinema is approximately six feet lower than the Barnes
& Noble site, with the two sites being separated by a retaining wall.
2 Expansive soil will significantly shrink or swell with changes in moisture
content.
4
18580101.RDR
25 August 1995
TreadwelI&RoIIo
7.0 DISCUSSION AND CONCLUSIONS
From a geotechnical standpoint, we conclude the site can be developed as planned. Our
conclusions regarding foundation types and seismic hazards are discussed in the
remainder of this section.
7.1 Foundations
The primary concerns for the Barnes & Noble foundation system are the potential for
differential settlement to occur between the new and existing structures, and the effect of
the new foundation on the cinema foundation. Supporting the Barnes & Noble building
on drilled piers would provide a compatible foundation with the adjacent buildings and
should result in nominal differential settlement. Drilled piers would also have minimal
effect on the cinema footings.
Footings may be a feasible alternative to drilled piers for the Barnes & Noble store,
provided the following issues are addressed:
o potential differential settlement on the order of 1/2 inch between existing and
new structures
o potential surcharge loading of the cinema foundation
o conflict with. the existing drilled piers.
We conclude that isolated, shallow, spread footings or continuous footings are the most
appropriate foundation type for the new Bank of America and restaurant buildings,
5
18580101.RDR
25 August 1995
Treach\el1&.RoI1o
7.2 Seismic Hazards
The San Francisco Bay area is a seismically active region. The major active faults in the
region are the San Andreas, Calaveras, and Hayward Faults, The site is approximately
8.5 miles east of the San Andreas Fault, 10 miles west of the Calaveras Fault, and 16
miles southwest of the Hayward Fault. These active faults are characterized by right-
lateral, strike-slip movement. Numerous earthquakes have occurred in the region during
historical time, the largest of which was the great San Francisco earthquake (Richter
magnitude 8.3) of 18 April 1906. Notable earthquakes on the Hayward Fault are those
of 1836 and 1868, estimated at Richter magnitudes of 6.5 to 7.5, respectively.
Published data does not indicate any known active faults or extensions of active faults
beneath the site. Due to the high seismicity of the area, the site is expected to undergo
strong ground shaking during a major earthquake. Strong shaking can result in ground
failure associated with liquefaction, earthquake-induced settlement, and landsliding.
Based on our test borings, a review of historical reports of the area, and a
reconnaissance of the site, we judge the risk of these seismic hazards at the site is low.
8.0 RECOMMENDATIONS
Recommendations for foundations, seismic design, and site grading are presented in this
section of the report.
8.1 Barnes & Noble Buildin&
The Barnes & Noble building may be founded on drilled, cast-in-place concrete piers,
spread footings, or a combination of footings and drilled piers. We understand the
6
18580101.RDR
25 August 1995
TreacMelI&RoIIo
architect and the structural engineers will evaluate the estimated differential settlements
and select the appropriate foundation alternative.
8.1.1 Drilled Piers
We recommend drilled, cast-in-place concrete piers be designed for an allowable skin
friction of 500 pounds per square foot (pst) for dead plus live loads. This value may be
increased by one third for transient loads such as wind and seismic. Allowable uplift
loads may be taken as 60 percent of the compression capacity plus the pier weight.
Piers should have minimum center-to-center spacing of three times their diameter.
Caving of the pier shafts during drilling may occur in the gravel; therefore, it may be
necessary to case the holes to keep them open until concrete is placed.
If approved by the structural engineer, existing drilled piers may be incorporated into the
design and used to support the Barnes & Noble building, provided their original design
capacity is not exceeded.
Lateral loads may be resisted by a combination of bending resistance of the piers and
passive earth pressure on the face of the pier caps and grade beams. Bending resistance
of drilled piers is dependent upon the stiffness of the surrounding soil, the stiffness of the
pier shaft, allowable deflection at the pier top, and induced moment. The lateral
capacities and moments in the table on. the following page have been estimated for a top
deflection of 1/2 inch assuming a pinned top condition (i.e., the top of pier is allowed to
rotate ).
7
18580101.RDR
25 August 1995
TreacMelI&RoIIo
TABLE 1 -
Lateral Loads and Moments for Drilled Piers
Approximate ApproL Depth
Pier Resulting Below Cut Off to
Diameter Lateral Load Max. Moment Max. Moment
(inches) ~ (lo D- ft) (feet)
18 24 77 6.0
24 31 103 6.5
The foregoing lateral loads and moments are appro.xi.m.ately linear with respect to
deflection. Therefore, if allowable deflections are less than 1/2 inch, allowable lateral
loads and corresponding moments should be reduced proportionally, Additionallateral
resistance may be calculated using passive resistance acting against vertical faces of grade
beams or pier caps. We recommend using a uniform pressure of 1,200 psf, This value
includes a factor of safety of approximately 1.5. The upper foot of soil should be ignored
when computing passive resistance, unless the soil is confined by a concrete slab,
8.1.2 Footings
H footings are chosen to support the Barnes & Noble building, we recommend a
maximum allowable bearing pressure of 2,500 psf for dead plus live loads and 3,300 psf
for total design loads. Continuous footings should be at least 18 inches wide and
isolated footings at least 24 inches wide. Footings should be embedded a minimum of 24
inches below the lowest adjacent grade.
8
18580101.RDR
25 August 1995
1'reacMeI1&RoI1o
Settlements on the order of 1/2 inch can be expected if the building is founded on
shallow footings.
To prevent surcharging the cinema foundation system, we recommend using either
drilled, cast in-place concrete piers or deep footings for foundation support along the
cinema perimeter. Drilled piers should be designed according to our recommendations
in Section 8,1.1. If footings are used adjacent to the cinema, they should extend to the
same depth as the cinema foundation and be designed according to the
recommendations presented in this section.
Lateral loads can be resisted by a combination of passive pressures on the vertical faces
of the footings and friction between the soil and footing bottoms. When calculating
passive resistance, we recommend using a uniform pressure of 1,200 psf, A coefficient of
friction of 0.3 should be used to compute frictional resistance. These values include a
factor of safety of approximately 1.5. The upper foot of soil should be ignored when
computing passive resistance, unless the soil is confined by a concrete slab,
8.2 Bank of America and Restaurant
We recommend the new Bank of America and restaurant be supported ~n continuous
and isolated spread footings. Continuous footings should be at least 18 inches wide and
isolated footings at least 24 inches wide, Footings should be embedded a minimum of 18
inches below the lowest adjacent grade.
To limit total settlement to less than one inch, footings should be designed for an
allowable bearing pressure of no more than 3,500 psf for dead plus live loads and 4,500
psf for total design loads, including wind or seismic forces.
9
18580101.RDR
25 August 1995
1ieadweI1&RoI1o
Lateral loads can be resisted by a combination of passive pressures on the vertical faces
of the footings and friction between the soil and footing bottoms, When calculating
passive resistance, we recommend using a uniform ptessure of 1,500 psf. A coefficient of
friction of 03 should be used to compute frictional resistance; these values include a
factor of safety of approximately 1.5. The upper foot of soil should be ignored when
computing passive resistance, unless the soil is confined by a concrete slab,
8.3 Seismic Desiln
The proposed structures should be designed according to the seismic provisions of the
Uniform Building Code (UBC), For design in accordance with the 1991 UBC, we
recommend using a site coefficient "S" factor of 1.2 corresponding to soil type S2 .
8.4 Site Gradiol and Fill Placement
Any vegetation and organic soil present in the building areas should be stripped from the
site. If approved by the architect, this material can be stockpiled for use in landscaped
areas. Slabs remaining from demolished sections of the shopping center and asphalt
pavement materials should also be removed. If the existing drilled piers will not impact
the design of the Barnes & Noble building, they may remain in place.
Where an existing pier interferes with a new footing, at least the upper three feet of the
pier below the new footing should be removed. Overexcavation required to remove this
portion of the pier should be backfilled with soil compacted to at least 95 percent
relative compaction.3
3 Relative compaction refers to the in-place dry density of soil expressed as a
percentage of the maximum dry density of the same material, as
determined by the ASTM D1557-91 laboratory compaction procedure.
10
18580101.RDR
25 August 1995
TreadwelI&RoIIo
Areas to receive fill or improvements should be scarified to a depth of at least six inches,
moisture-conditioned to above optimum moisture content, and compacted to at least 90
percent relative compaction.
On-site soil free of organic matter, construction debris, and rocks or lumps larger than
three inches in greatest dimension should be suitable for use as fill or backfill, provided
it is properly moisture conditioned. Imported fill material should also be free of debris
and rocks or lumps larger than three inches in greatest dimension and have a low
expansion potential (defined by a liquid limit less than 40 and a plasticity index lower
than 12), Samples of the imported fill should be submitted to the geotechnical engineer
for testing at least 72 hours before delivery to the site.
Fill should be placed in horizontal layers not exceeding eight inches in loose thickness,
moisture-conditioned to above optimum moisture content, and compacted to at least 95
percent relative compaction, except below new footings, where fill should be compacted
to at least 95 percent. Careful moisture control may be necessary to prevent drying of
the fill material after placement and compaction.
9.0 ADDITIONAL GEOTECHNICAL SERVICES
Prior to construction, Treadwell & Rollo should review the project plans and
specifications to check their conformance with the intent of our recommendations.
During construction, we should observe site preparation, placement and compaction of
backfill, and installation of the building foundations. These observations will allow us to
compare the actual with the anticipated soil and bedrock conditions and to check that
the contractor's work conforms with the geotechnical aspects of the plans and
11
18580101.RDR
25 August 1995
Tread\\el1&RoI1o
specifications. We would be pleased to provide a cost estimate for these services once a
construction schedule is available~
10.0 LIMITATIONS
The conclusions and recommendations presented in this report result from limited
engineering studies based on our interpretation of the geotechnical conditions existing at
the time of the investigation. Actual. sub.surface conditions may vary. H any variations or
undesirable conditions are encountered during construction, or if the proposed
construction will differ from that described in this report, Treadwell & Rollo, mc, should
be notified to make supplemental. recommendations, if necessary.
12
18580101.RDR
25 August 1995
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o
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I
Approximate scale
PRUNEYARD SHOPPING CENTER
Campbell. California
SITE LOCATION MAP
TreadwelI&RoIIo
Project No. 1858.01
Figure 1
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APPENDIX A
Logs of Borings
Treach\el1&RoI1o
"
:r:~
b: Q) ..
UJ ~ 15.0
o ~ ~z
<J)
PROJECT: PRUNEY ARD SHOPPING CENTER
Campbell, California
Log of Boring B-1
PAGE 1 OF 2
Boring location: See Site Plan, Figure 2
Date started: 7/28/95 Date finished: 7/28/95
Drilling method: 6-inch diameter solid-stem auger
Hammer weight: Auto - 140 Ibs. Drop: 30 inches
Sampler: Sprague & Henwood (3-inch 0.0. split barrel)
SAMPLES >
.. ~- ~
Q. ~8 :I:
~ iij- 5
NOTES:
logged by Kurt T. Ricci
MOISTURE-
STRENGTH DATA DENSITY DATA
.. .c 'E
~!U: g.u: .. .?;--
_ .c 'E
II> ~8 Oiiiu..
0,&_ ~~c8" ~c8" c: ::l
.. c: II> .~# .a.. "u
c..... ::lll>~ ~~ o~
>-~I- LL III ~
I-ii) ~~:9 m:9 z.a &,:9
II>
.. .c ~
I- en
MATERIAL DESCRIPTION ",
Ground Surface Elevation: +184.5 feet2
3.5 inches AC over 6 inches AS
2 Cl CLAY with SAND (Cl)
3 9 brown, stiff, moist TxUU 360 1170 20.3 97
II = 35, PI = 16, See Figure B-4
4 2
5
6 12
3
7
8
9
....
10 4 Cl SANDY CLAY (Cl)
11 10 brown, stiff, moist
12
13
14
15 5
16 11
17
18
19
20 6
21 12
22
23
24
25 GW SANDY GRAVEL with CLAY (GW-GC)
7 GC brown, very dense, moist
26
75
27
28
29 Decreases to dense @ 30 feet
30
TreadwelI&RoIIo Project No. 1858.01 Figure A-1 a
PROJECT: PRUNEV ARD SHOPPING CENTER Log of Boring B-1
Campbell, California PAGE20F 2
SAMPLES MOISTURE-
STRENGTH DATA DENSITY DATA
Qj >-
"
~ .; 0 .. .r: ;:
8 ...J
:r: z .. 0 MATERIAL DESCRIPTION "ii ~CD- ~u: .. ~-
t- .. c. 1 :r: '0>- .r:~u. ~<'l -8 'c;;u..
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CD t- .~~ .a.. "u
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I ..
CiS CD .r: ~
'.' ... Vl
,
8 4 GW- SANDY GRAVEL with CLAY (GW-GC) (continued)
31- 5 GC
/3 Boring terminated at a depth of 31 feet.
32- No groundwater encountered. -
33- Borings backfilled with cuttings. -
34- 1 Blow counts converted to SPT N-values using a -
35- 0.6 sampler conversion factor. -
36- 2 Elev~tion from "Topographic Survey Pruneyard -
37- Shopping Center" by Brian Kangas Foulk; 4 March
1995. - .'
38- -
39- -
40- -
41- -
42- -
43- -
44- -
45- -
46- -
47- -
48- -
49- -
50- -
51- -
52- -
53- -
54- -
55- -
56- -
57- -
58- -
59- -
60
TreadweII&RoIIo I Project No. 1858.01 Figure A-1 b
PROJECT: PRUNEY ARC SHOPPING CENTER
Campbell, California
Log of Boring B-2
Boring location: See Site Plan, Figure 2
Date started: 7/28/95 Date finished: 7/28/95
Drilling method: 6-inch diameter solid-stem auger
Hammer weight: Auto - 140 Ibs. Drop: 30 inches
Sampler: Sprague & Henwood (3-inch O.D. split barrel)
SAMPLES 8
., 'Ul- -'
f ~8 ~
~ 00- 5
:x:~
li:: Gi .,
w.!E 0.0
Cl ~ ~z
<Jl
20
21
22
23
24
25
26
27
28
29
30
2
3
16
4
12
5
6
7
8
2
9
10
GW
34 GC
11
3
12
13
14
15
4
16
43
17
18
19
5
39
6
45
16"
MATERIAL DESCRIPTION-,,_
Ground Surface Elevation: +184.5 feet2 ;
3.5 inches AC over 6 inches AB
Cl
CLA Y with SAND (Cl)
brown, stitt, dry
Increases to very stitt @ 5 feet
.....
SANDY GRAVEL with ICLA Y (GW-GC)
yellow and red-brown, dense, moist
Trace of cobbles @ 17 feet
Boring terminated at a depth of 25.5 feet.
No groundwater encountered.
Borings backfilled with cuttings.
1 Blow counts converted to SPT N-values using a 0.6 sampler
conversion factor.
2 Elevation from "Topographic Survey Pruneyard Shopping Center"
by Brian Kangas Foulk; 4 March' 995.
TreadwelI&RoIIo
NOTES:
Logged by Kurt T. Ricci
STRENGTH DATA
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MOISTURE-
DENSITY DATA
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Figure A-2
PROJECT: PRUNEY ARD SHOPPING CENTER
Campbell, California
Log of Boring B-4
Boring location: See Site Plan, Figure 2
Date started: 7/28/95 Date finished: 7/28/95
Drilling method: 6-inch diameter solid-stem auger
Hammer weight: Auto - 140 Ibs. Drop: 30 inches
Sampler: Sprague & Henwood (3-inch O.D. split barrel)
SAMPLES >-
9
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21
22
23
24
25
26
27
28
29
30
2
3
20
4
22
5
2
3
6
7
8
9
10
11
4
31
12
13
14
15
5
16
62
17
18
19
20
6
53
7
71
MATERIAL DESCRIPTION ""
Ground Surface Elevation: + 1 85.5 feet2 ,
3.5 inches AC over 6 inches AB
CL
CLAY with SAND (CL)
brown, very stiff, dry
CLA Y with GRAVEL (CL)
brown, very stiff, dry
SANDY GRAVEL with CLAY (GW-GC)
brown, dense, dry
Cobbles @ 14 feet
Increases to very dense @ 15 feet
Moist @ 20.5 feet
CL
SANDY CLAY with GRAVEL (CL)
brown and red-brown, hard, moist
Boring terminated at a depth of 26.5 feet.
No groundwater encountered.
1 Borings backfilled with cuttings.
Blow counts converted to SPT N-values using a 0.6 sampler
2 conversion fador.
Elevation from "Topographic Survey Pruneyard Shopping
TreadwelI&RoIIo
-~
0'5_
"'c:'"
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NOTES:
Logged by Kurt T. Ricci
STRENGTH DATA
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Project No. 1858.01
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Figure A-4
PAGE 1 OF 1
MOISTURE-
DENSITY DATA
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95
PROJECT: PRUNEY ARD SHOPPING CENTER
Campbell, California
Log of Boring B-5
Boring location: See Site Plan, Figure 2
Date started: 7/28/95 Date finished: 7/28/95
Drilling method: 6-inch diameter solid-stem auger
Hammer weight: Auto - 140 Ibs. Drop: 30 inches
Sampler: Sprague & Henwood (3-inch 0.0. split barrel)
SAMPLES 8
., ol- ...J
Q. ~8 ~
~ ffi"- 5
CL CLAY (CL)
5 brown, very stiff, moist, trace fine gravel
19
....
GW SANDY GRAVEL with CLAY (GW-GC)
GC mottled brown, very dense, moist
6
63
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en
2
3
43
4
22
5
2
6
7
8
9
10
GW
29 G-C
11
3
12
13
14
15
4
16
65
17
18
19
20
21
22
23
24
25
26
27
28
29
30
MATERIAL DESCRIPTION '".
Ground Surface Elevation: +1 87.5 feet2 \
3.5 inches AC over 6 inches AB
CL
CLA Y with SAND(CL}
brown, very stiff, dry
Increases to hard @ 5 feet
....
SANDY GRAVEL with CLAY (GW-GC)
brown, medium dense, dry
Increases to very dense @ 15 feet
Boring terminated at a depth of 26.5 feet.
No groundwater encountered.
Borings backfilled with cuttings.
1 Blow counts converted to SPT N-values using a 0.6 sampler
conversion factor.
2 Elevation from "Topographic Survey Pruneyard Shopping
TreadwelI&RoIIo
NOTES:
Logged by Kurt T. Ricci
STRENGTH DATA
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Project No. 1858.01
Figure A-5
PAGE 1 OF 1
MOISTURE-
DENSITY DATA
c
.,
"E
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10.5 109
PROJECT: PRUNEY ARD SHOPPING CENTER
Campbell, California
Log of Boring 8-6
Boring location: See Site Plan. Figure 2
Date started: 7/28/95 Date finished: 7/28/95
Drilling method: 6-inch diameter solid-stem auger
Hammer weight: Auto - 140 Ibs. Drop: 30 inches
Sampler: Sprague & Henwood (3-inch 0.0. split barrel)
SAMPLES >-
., .,- 9
Q. ~8 ~
~ 00- 5
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2
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5 2
6
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7
8
9
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GW
55 -G
11
3
12
13
14
15
4
16
68
17
18
19
20
5
CL
16
21
22
23
24
25
45
/6"
6
26
27
28
29
30
MATERIAL DESCRIPTION,,\
Ground Surface Elevation: +188 feet2
3.5 inches AC over 6 inches AB
CL
CLA Ywith SAND (CL)
brown, hard, dry
LL = 40, PI = 18, See Figure B-4
"
SANDY GRAVEL with CLAY (GW-GC)
yellow-brown, very dense, dry
CLAY (CL)
brown, very stiff, moist
GW
-GC
SANDY GRAVEL with CLAY (GW-GC)
yellow-brown and brown, dense, moist
Boring terminated at a depth of 25.5 feet.
No groundwater encountered.
Borings backfilled with cuttings.
, Blow counts converted to SPT N-values using a 0.6 sampler
conversion factor.
2 Elevation from "Topographic Survey Pruneyard Shopping
Center" b Brian Kan as Foulk' 4 March 1995.
TreadwelI&RoIIo
NOTES:
Logged by Kurt T. Ricci
STRENGTH DATA
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PAGE 1 OF 1
MOISTURE-
DENSITY DATA
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Unified Soil Classification System
Major Divisions Symbols Typical Names
GW Well-graded gravels or gravel-sand mixtures,
little or no fines
Gravels
Q) GP Poorly-graded gravels or gravel-sand mixtures,
N little or no fines
.iii (More than half of
Q) coarse fraction >
!1.~ GM
- UJ no. 4 sieve size} Silty gravels, gravel-sand-silt mixtures
~8
"C~ GC Clayey gravels, gravel-sand-clay mixtures
CIl 0
s:: c:
.- ^
~'5 SW Well-graded sands or gravelly sands, little or no fines
ClUJ
,-
CIl 0
0:::: Sands
~ ctl
cu.c SP Poorly-graded sands or gravelly sands, little or no fines
o c:
O~ (More than half of
Q) coarse fraction <
C5 SM Silty sands, sand-silt mixtures
g no. 4 sieve size)
SC Clayey sands, sand-clay mixtures
Q) ML Inorganic silts and very fine sands, rock flour, silty
N
.iii fine sands or clayey silts with slight plasticity
Q)
> Inorganic clays of low to medium plasticity, gravelly
o .!!? Silts and Clays CL
_ UJ clays, sandy clays, lean clays
08 LL = < 50
tnC\l
"Co OL Organic silts and organic silty clays of low plasticity
CIl c:
s:: v
ia'5 Inorganic silts, micaceous or diatomaceous fine sandy
~ UJ MH
Cl-
I~ or silty soils, elastic silts
CIllti Silts and Clays
s::.c CH Inorganic clays of high plasticity, fat clays
- c:
LLctl LL = > 50
:5
Q) Organic clays of high plasticity, organic silty clays,
C5 OH
g organic silts
Highly Organic Soils Pt Peat and other highly organic soils
Grain Size Chart Sample Designation
Range of Grain Sizes ~ Sample driven with Sprague &
Classification u.s. Standard Grain Size Henwood (3-inch outside diameter)
Sieve Size in Millimeters sampler. Darkened area indicates
sample obtained
Boulders Above 12" Above 305 ~ Classification sample taken with
Cobbles 12" to 3" 305 to 76.2 Standard Penetration Test (2-inch
Gravel 3" to NO.4 76.2 to 4.76 outside diameter) sampler
coarse 3" 10 3/4" 76.21019.1 ~ Undisturbed sample taken with
fine 3/4" 10 No.4 19.1104.76 3-inch outside diameter Shelby
Sand NO.4 to No. 200 4.76 to 0.074 tube
coarse No. 410 No. 10 4.76 10 2.00 B
medium No. 1010 No. 40 2.00 10 0.420
fine No. 40 10 No. 200 0.420100.074 Attempted sample with no recovery
Silt and Clay Below No. 200 Below 0.074
PRUNEY ARD SHOPPING CENTER
Campbell, California CLASSIFICA TION CHART
TreadwelI&RoIIo Project No. 1858.01 I Figure A-7
"
APPENDIX B
Laboratory Test Results
Tread\\el1&RoI1o
2,500
2,000
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00
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1,500
1,000
500
o
10
20
5
15
AXIAL STRAIN (percent)
SPECIMEN TYPE Undisturbed
DIAMETER (in) 2.40 HEIGHT (in) 5.49
MOISTURE CONTENT 20.3 %
DRY DENSITY 97 pcf
CLASSIFICATION CLAY with SAND (CL); brown, stiff
SHEAR STRENGTH
STRAIN AT FAILURE
CONFINING PRESSURE
STRAIN RATE
1170 psf
12.3 %
360 psf
0.7 %/min
SOURCE B-1 @ 3 feet
PRUNEY ARD SHOPPING CENTER
Campbell, California
UNCONSOLlDA TED-UNDRAINED
TRIAXIAL COMPRESSION TEST
TreadwelI&RoIIo
Project No. 1858.01
Figure B-1
2,500
2,000
-
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w
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o
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10
15
AXIAL STRAIN (percent)
SPECIMEN TYPE Undisturbed SHEAR STRENGTH
DIAMETER (in) 2.40 HEIGHT (in) 5.50 STRAIN AT FAILURE
MOISTURE CONTENT 9.3 % CONFINING PRESSURE
DRY DENSITY 109 pcf STRAIN RATE
CLASSIFICATION CLAY with SAND (CL); brown, stiff SOURCE
20
2710 psf
3.6 %
400 psf
0.7 %/min
B-2 @ 3.5 feet
PRUNEY ARD SHOPPING CENTER
Campbell, California
UNCONSOLlDA TED-UNDRAINED
TRIAXIAL COMPRESSION TEST
Treadwell&Rollo
Project No. 1858.01
Figure B-2
2,500
2,000
-
-
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S
C/) 1,500
C/)
UJ
II:
l-
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II:
0
l-
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;;
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0
500
o
5
10
15
20
AXIAL STRAIN (percent)
SPECIMEN TYPE Undisturbed SHEAR STRENGTH 2450 psf
DIAMETER (in) 2.40 HEIGHT (in) 5.26 STRAIN AT FAILURE 3.1 %
MOISTURE CONTENT 9.2 % CONFINING PRESSURE 360 psf
DRY DENSITY 99 pef STRAIN RATE 0.7 %/min
CLASSIFICATION CLAY with SAND (CL); brown, very stiff SOURCE B-4 @ 3.5 feet
PRUNEY ARD SHOPPING CENTER
Campbell, California
UNCONSOLlDA TED-UNDRAINED
TRIAXIAL COMPRESSION TEST
TreadwelI&RoIIo
Project No. 1858.01
Figure B-3
70
60
- CH
~
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x
UJ
0
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>- 40
I-
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Cf)
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MH or OH
10
o
10
20
30
40
50
60
70
80
90 100 110 120
LIQUID LIMIT (%)
Symbol Source Classification Natural Liquid Plasticity % Passing
M.C. (%) Limit (%) Index (%) #200 Sieve
. B-1 @ 3.5 feet CLA Y with SAND (CL) 35 16
brown, stiff, moist
.. B-3 @ 3.5 feet CLAY with SAND (CL) 32 13
brown, very stiff, moist
. B-6 @ 3.5 feet CLA Y with SAND (CL) 40 18
brown, hard, dry
PRUNEY ARD SHOPPING CENTER
Campbell, California
PLASTICITY CHART
TreadwelI&RoIIo
Project No. 1858.01
Figure B-4
TreadwelI&RoIIo
DISTRmUTION'
3 copies:
Mr. Chris Meany
William Wilson & Associates
1999 South Bascom Avenue, Suite 200
Campbell, California 95008
1 copy:
Mr. Horan Lee
Nishkian & Associates
150 Fourth Street, Suite 640
San Francisco, California 94103
1 copy:
Mr. Joe Decredico
ELS Architects
2040 Addison Street
Berkeley, California 94704
QUALITY CONTROL REVIEWER:
~ JJUL
Craig . Shields
Ge echnical Engmeer
September 1, 1995
/8'/'5
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/ ...
Brian Kangas Foulk
Engineers · Surveyors · Planners
( (~...J I
/
; I
Job No. 956007-10
.~~."..
MEETING MINUTES FOR
CAMPBELL AVENUE
Date:
VVednesday,August29,1995
2 PAGES TRANSMlrrED VIA FAX TO (~.2572
CE'''ED
SE.P (J 5 1995
PUi..JlIC :;.
vlll . r
J.DMINISTR '-""\";
ATlO/\
Attendees:
Harold Housley. City of Campbell
Robert Harary. City of Campbell
Richard Sato, BKF
The purpose of this meeting was to discuss the street improvements for Campbell Avenue. We
discussed the following three alternatives:
ALTERNATNE NO, 1
From the proposed lip of gutter we would offset one foot (southerly) for the limits of the
A.C, Pavement removal. Within the one foot the AC Pavement slope would vary.
However, the longitudinal slope in the flowline of the gutter varied fram .0011 to .oon.
This alternative was rejected because the gutter slope would be very flat and may
produce surface ponding.
ALTERNATNE NO, 2
Provided for a minimum .003 longitudinal slope in the flowline of the gutter, However.
there were two isolated areas where the A.C. Pavement removal and replacement
involved half steel replacement. This alternative was rejected because it would create a
variable slope or "wash board" effect in the outer traveled lane.
ALTERNATIVE NO.3
Similar to Alternative No, 1, however. from the proposed lip of gutter we would offset four
to five feet+ (southerly) for the limits of the Pavement removal, The longitudinal slope in
the flowline of the gutter would be a minimum of ,002. This option will keep separate
flows in the gutter and not disrupt the traffic lanes.
981 Ridder Park Drive, Suite 100 . San Jose. CA 95131.2305 · (4081-136.7500 . FAX (4081436.1194
!0'd v6!! 9(v 80v
fS .::l>i8
(S:0! S66!-S0-d3S
Brian Kangas Foua<<
Engineers · Surveyors . Planners
Meeting Minutes for Campbell Avenue
September 1, 1995
Page 2
Based upon our discussion, Alternative No. 3 was chosen to best meet the City of Campbell
design needs. We are currentJy proceeding with Attemative No, 3 Design. Thank you for your
help in resolving this issue. Please contact me if you have any questions or require additional
information,
Very truly yours,
BRIAN KANGAS FOULK
Richard A. Seto
Project Engineer
RAS:th:bh
cc: Joe DeCredico
Chris Meany
H:IHOM~.RS
c0'd v6tt 9~v 80v
[S .::J>i3
~S:0t S66t-S0-d3S
. I
Brian K~ngas Foulk
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Job No. . : .. Sheet No.--o-- of_
By~'S Date~Ctikd;BY_Date_
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Brian Kangas FD~lk Job No. . Sheet No.--3- of_
BY~Date~Chkd. BY_Date_
-
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September 1, 1995
oIL
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Job No, 956007-10
, I
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CD
Ih"ian Kangas Foulk
Engineers · Surveyors . Planners
I'I_~.~-w
MEETING MINUTES FOR
CAMPBELL AVENUE
Date:
VVednesday,August29,1995
2 PAGES TRANSMITTED VIA FAX TO (~
E'''EO
SEP () 5 1995
PUJl/C V\>" .'
4DMINISTR~'T~~~
Attendees:
Harold Housley. City of Campbell
Robert Harary, City of Campbell
Richard Soto, BKF
The purpose of this meeting was to discuss the street improvements for Campbell Avenue, We
discussed the following three alternatives:
ALTERNATIVE NO, 1
./
From the proposed lip of gutter we would offset one foot (southerly) for the limits of the
A.C, Pavement removal. Within the one foot the AC Pavement slope would vary.
However, the longitudinal slope in the flowline of the gutter varied from .0011 to .0077,
This alternative was rejected because the gutter slope would be very flat and may
produce surface ponding.
ALTERNATIVE NO, 2
J
Provided for a minimum .003 longitudinal slope in the flowline of the gutter. However,
there were two isolated areas where the A.C. Pavement removal and replacement
involved half steel replacement. This alternative was rejected because it would create a
variable slope or "wash board" effect in the outer traveled lane.
AL TERNA TIVE NO.3
/
Similar to Alternative No, 1. however, from the proposed lip of gutter we would offset four
to five feet+ (southerly) for the limits of the Pavement removal. The longitudinal slope in
the flowline of the gutter would be a minimum of .002. This option will keep separate
flows in the gutter and not disrupt the traffic lanes.
981 Ridder Park Drive. Suite 100 · San Jose. CA 95131.2305 . (408)436-7500 . FAX (408) 436-1194
10'd v611 9~v 80v
[S ~>ia
~~:01 ~661-~0-d3S
Brian Kangas Foulk
Engineers · Surveyors · Planners
Meeting Minutes for Campbell Avenue
September 1, 1995
Page 2
Based upon our discussion, Alternative No. 3 was chosen to best meet the City of Campbell
design needs, We are currently proceeding with Alternative No. 3 Design, Thank you for your
help in resolving this issue. Please contact me if you have any questions or require additional
information,
Very truly yours,
BRIAN KANGAS FOULK
Richard A. Soto
Project Engineer
RAS:th:bh
cc: Joe DeCredico
Chris Meany
H:IHOME\HAIl\LSTTEAB\.CAMPMEET.RS
c0"d v611 9Ev 80v
[5 .::l>i8
ES:01 S661-S0-d35
ITEM NO.1
STAFF REPORT - PLANNING COMMISSION MEETING OF
JULY 25, 1995
UP 95-11
Meany, C.
Public Hearing to consider the application of Mr. Chris Meany
on behalf of Barnes & Noble Bookstore, for approval of a Conditional
Use Permit to allow a bookstore use at 1875 S. Bascom Avenue in a C-2
(General Commercial) zoning district.
STAFF RECOMMENDA nON
That the Planning Commission take the following action:
1. Adopt a Resolution, incorporating the attached findings, approving the
Conditional Use Permit to allow a new bookstore (retail) use, subject to the
attached conditions of approval.
ENVIRONMENTAL DECLARA nON: An Initial Study was prepared for the
original project, which includes site and building modifications, in accordance with
CEQA. The Initial Study found that there would be no significant negative
environmental impacts as a result of this project, The review of the proposed use
within the previously approved building is categorically exempt under Section
15301 (a) Class 1 of CEQA; therefore no further environmental action is required.
PROJECfDATA
Gross Lot Area:
Net Lot Area:
Building Coverage:
Floor Area Ratio:
1,386,000 sf
1,270,000 sf
20%
,45
31.8 acres
29.1 acres
256,000 sf
574,892 sf
Total Building Area
Barnes & Noble
32,000 sf
Parking Required:
Parking Provided:
160 spaces
1,279 spaces (for the shopping center portion of the site)
DISCUSSION
The applicant proposes to establish a bookstore use in a 32,000 square foot tenant
space previously approved by the Planning Commission and the City Council at the
southwest corner of site near the intersection of Campbell and Bascom Avenues.
The site modifications to parking and the building were considered at the January
24, 1995 Planning Commission meeting,
The proposed tenant, Barnes & Noble bookstore will relocate their store operations
from their current 14,000 square foot location at the comer of Bascom and Hamilton
Avenues.
Staff Report - Planning Commission Meeting of July 25, 1995
UP 95-11 - Barnes cSt Noble Bookstore
Page 2
ANALYSIS
GENERAL PLAN AND ZONING CONSISTENCY
General Plan Designation: The General Plan designates commercial uses at the
project site, The proposed use is retail in nature and is determined to be consistent
with the General Plan designation for the site.
Zoning Designation: The site is zoned C-2 (General Commercial), The proposed use
in the renovated portion of the site is consistent with purpose and intent of the C-2
zoning designation for commercial uses,
~. A Conditional Use Permit is required for bookstores in commercial areas in
the city, The operational hours for the bookstore are similar to those of the adjacent
retail tenants, and those of the center generally, In addition to books and periodicals,
the bookstore will also provide music computer software and a cafe. The proposed
use was not requested as part of the master conditional use permit approval for the
site when the application was considered in January of this year.
The use provides adequate on-site parking as part of the shared parking facilities
throughout the site, Additionally, parking is being modified to provide increased
parking availability in proximity to the location of the proposed tenant space, The
parking requirement is the same as that required for other retail uses currently
located within the shopping center,
Design, Design related modifications are anticipated to be made to the new building
which vary slightly from the building design approved in January 1995. Such minor
modifications are not being proposed at this time and will be reviewed by staff and
the SARC prior to anyon-site construction, Primary improvements in conjunction
with issuing the use permit will be made to the interior of the building.
~, No wall mounted signage is being proposed for the building at this time,
Any request for signage which exceeds the standards of the sign ordinance will
require approval from the Planning Commission.
Site and Architectural Review, This item does not involve any site or building
modifications, and was not required to go before the SARC for review,
Staff Report - Planning Commission Meeting of July 25, 1995
UP 95-11 - Barnes & Noble Bookstore
Page 3
Attachments:
1. Findings
2, Conditions of Approval
3, Building floor plan
4. Location Map
Approved by:
.
mmunity Development Director
Submitted by:
Attachment #1
FINDINGS FOR APPROVAL OF FILE NO. UP 95-11
SITE ADDRESS: 1875 S. BASCOM AVENUE
APPLICANT: CHRIS MEANY, FOR BARNES & NOBLE
P.e. MEETING: JULY 25, 1995
The Planning Commission finds as follows with regard to file UP 95-11:
1. The proposed bookstore use is compatible to other retail uses in the shopping
cen ter,
2, The parking demand for a bookstore is the same as that required for other
retail uses previously approved at this location,
3, The requested bookstore use has operational hours similar to other retail uses
in General Commercial Zoning Districts,
Based upon the foregoing findings of fact, the Planning Commission further finds
and concludes that:
1. The establishment, maintenance or operation of the use applied for will not
be detrimental to the public health, safety, peace, morals, comfort or general
welfare of persons residing or working in the neighborhood of such proposed
use, or be detrimental or injurious to property and improvements in the
neighborhood or to the general welfare of the City,
2, The proposed site is adequate in size and shape to accommodate the yards,
walls, fences, parking and loading facilities, landscaping and other
development features required in order to integrate said use with use in the
surrounding area,
3, The proposed site is adequately served by streets of sufficient capacity to carry
the kind and quantity of traffic such use would generate.
4. The proposed use is compatible with the uses in the area,
Attachment #2
CONDITIONS OF APPROVAL FOR FILE NO. UP 95-11
SITE ADDRESS: 1875 S. BASCOM AVENUE
APPLICANT: CHRIS MEANY, FOR BARNES & NOBLE
P.e. MEETING: JULY 25, 1995
The applicant is hereby notified, as part of this application, that he/she is required to
meet the following conditions in accordance with the Ordinances of the City of
Campbell and the State of California, Additionally, the applicant is hereby notified
that he/she is required to comply with all applicable Codes or Ordinances of the City
of Campbell and the State of California which pertain to this development and are
not herein specified,
1. Approved Project: This approval is for a bookstore of 32,000 square feet,
located on a site identified as Assessor's Parcel Number 288-04-00l.
Development shall substantially conform to the applicant's description and
plans submitted as a portion of this application, Project drawings dated July
20, 1995, prepared by ELS Architects.
2, Hours of Operation: Hours of operation are limited to 9 a.m, to 11 p,m,
3. Number of Employees: Use Permit approval to limit the number of
employees to 10 per shift.
BUILDING PERMITS
4, Building Permits: Applicant to obtain any necessary Building Permits for
proposed tenant improvements, (Building)
PUBLIC SAFETY/WELFARE
5, Handicapped Requirements: Applicant shall comply with all appropriate
State and City requirements for the handicapped, (Building)
6, Equipment Screening: All mechanical equipment on roofs and all utility
meters to be screened as approved by the Planning Director. (Planning)
7. Utility Connections: Plans submitted to the Building Division for plan check
shall indicate clearly the location of all connections for underground utilities
including water, sewer, electric, telephone and television cables, etc,
(Building)
8. Trash Enclosure: Applicant to provide screened trash enclosure area per
Campbell Municipal Code.
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Planning Commission Minutes of July 25, 1995
Page 2
AGENDA MODIFICA nONS OR POSTPONEMENTS
There were no modifications or postponements.
ORAL REQUESTS: There were no oral requests.
PUBLIC HEARING
Acting Chairman Lindstrom read Agenda Item No.1 into the record.
1. UP 95-11
Public Hearing to consider the application of Mr. Chris Meany,
on behalf of Barnes & Noble Bookstore, for approval of a
Conditional Use Permit to allow a bookstore use at 1875 S.
Bascom A venue in a C-2-S (General Commercial) Zoning
District. This project is Categorically Exempt,
Mr. Darryl M, Jones, Senior Planner, presented the staff report as follows:
· Applicant is seeking a Use Permit to allow a bookstore at the Pruneyard. A
Use Permit is required under the City's Zoning Ordinance,
· Barnes & Noble will occupy 32,000 square feet of space in a newly constructed
portion of the Pruneyard at the corner visible from Bascom and Campbell
Avenues which is now occupied by Bank of America, Major renovations to
the Pruneyard were approved by the Planning Commission earlier this year,
· Barnes & Noble currently occupies 14,000 square feet of space at Hamilton
Plaza,
· Staff finds this request to be consistent with the General Plan and Zoning
designations for the site.
· The parking provided on site is adequate to support this proposed use.
· The proposed operational hours will remain the same as the hours of
operation at Hamilton Plaza, 9 a.m, to 11 p.m.
· A condition of approval that was carried forward from the original Barnes &
Noble approval at the Hamilton Plaza location, limits the number of
employees to 10 during any shift. Since parking is more plentiful at the
Pruneyard, this restriction may not be necessary and the applicant may wish
to make a request the Planning Commission to increase the number of staff
at the larger store.
· The current application for the Barnes & Noble Bookstore does not include
any request for signage. H the planned signage is consistent with the square
footage allowed under the Sign Ordinance, signs can be approved without
review by the Planning Commission.
Acting Chairman Lindstrom opened the Public Hearing for Agenda Item No. 1.
Mr. Chris Meany, William Wilson & Associates, applicant,
· Introduced his associate, Mollie Choate, the property manager for the
Pruneyard, and passed along the best regards of Mr, David Word, Managing
Planning Commission Minutes of July 25, 1995
Page 3
Partner, who is in Europe,
. Asked the Commission if comments regarding the sign application were
appropriate at this point in time.
Acting Chairman Lindstrom responded that at this time the only item under
discussion was the Use Permit application, The sign application will be
considered and discussed separately.
Mr, Chris Meany continued:
· They are seeking a Conditional Use Permit, as required under the Zoning
Ordinance, to allow Barnes &. Noble Bookstore to occupy space at the
Pruneyard.
· The proposed Barnes &. Noble IISuperstore" will occupy 32,000 square feet.
· The proposed use is consistent with the previous Barnes &. Noble approval
for the Hamilton Plaza location.
Commissioner Lowe inquired whether this large bookstore could operate with
just 10 employees per shift,
Mr. Chris Meany replied that they could not.
Commissioner Alne asked why he was not commenting on that fact,
Mr, Chris Meany asked that this condition of approval (condition 3) restricting the
number of employees per shift to 10 be stricken from the final approval. Barnes
&. Noble operates with a higher than normal employee ratio in order to best serve
its customers.
Commissioner Lowe asked staff what interest the City has in the number of
employees Barnes &. Noble would utilize,
Mr. Darryl M. Jones responded that the condition was carried over from the
original approval that the City typically does not place a restriction on the number
of employees for a business, At Hamilton Plaza, parking is more of a problem,
Commissioner Alne asked staff if they are willing to strike this condition limiting
the number of employees per shift.
Mr. Darryl M. Jones replied that staff is willing to strike this restriction,
Commissioner Kearns inquired whether the hours of operation were acceptable to
the applicant.
Planning Commission Minutes of July 25, 1995
Page 4
Mr. Chris Meany replied that the proposed hours of operation were fine.
MOTION:
MOTION:
AYES:
NOES:
ABSENT:
ABSTAIN:
On motion of Commissioner Lowe, seconded by Commissioner
Alne, the Planning Commission moved to close the Public Hearing
(5-0-2; Commissioners Meyer-Kennedy and Perrine were absent).
On motion of Commissioner Alne, seconded by Commissioner
Kearns, the Planning Commission adopted Resolution No. 2989
approving a Conditional Use Permit to allow the establishment of a
Barnes & Noble Bookstore on property located at 1875 S. Bascom
Avenue (the Pruneyard Shopping Center), striking out Condition
No.3 which restricted the number of employees per shift to 10, by
the following roll-call vote:
Alne, Higgins, Kearns, Lindstrom, Lowe
None
Meyer-Kennedy and Perrine
None
This approval is effective in 10 days unless appealed in writing to the City Clerk,
Commissioner Perrine arrived at this time (approximately 7:50 p,m,),
Acting Chairman Lindstrom read Agenda Item No, 2 into the record,
......
2, SA 95-24
Public Hearing to consider the application of Mr. Chris Meany,
on behalf of the Pruneyard Shopping Center, for approval of a
Sign Application (SA 95-24) to allow a freeway-oriented sign
and freestanding signs on property located at 1875 S. Bascom
A venue in a C-2-S (General Commercial) Zoning District.
Mr. Darryl M. Jones, Senior Planner, presented the staff report as follows:
· The two existing 23-ft high freestanding signs will remain on site. In
addition the applicant proposes to add 48 square feet to the two signs to
include the Pruneyard logo and to identify Barnes & Noble, In addition, a
third sign at the corner of Bascom and Campbell will not be increased in
height 44 feet but will be increased by 62 square feet with the addition of the
Pruneyard logo.
· The legs on the corner sign are currently four feet apart and will be moved to
12 feet apart without changing the size or height of the sign,
· Staff and SARC had expressed concerns to the applicant that despite the
major renovations in the works for the Prune yard, their signage was not
keeping up. The applicant has responded with an updated, more modern
Planning Commission Minutes of July 25, 1995
Page 5
sign design.
. In addition to the three freestanding signs, the applicant is proposing a 72
square foot, 4 1/2 foot wide by 16 foot long freeway-oriented sign.
· Staff is supportive of the three freestanding signs,
. Staff is not supportive of the freeway-oriented sign as the applicant has not
demonstrated that the request meets the criteria outlined in the Sign
Ordinance to warrant such a sign,
Commissioner Lowe asked how this request compared to the Breuners freeway-
oriented sign request.
Mr, Darryl M, Jones responded that this request was substantially less,
Commissioner Lowe asked what connection Barnes & Noble had with the
Pruneyard Inn that would make including Barnes & Noble appropriate on their
sign,
Mr. Darryl M, Jones answered that he was unable to determine a connection
between the two uses which is why staff was not supportive of the freeway-
oriented sign request.
Acting Chairman Lindstrom suggested that the discussion regarding the
freestanding signs be held first with a discussion regarding the freeway-oriented
signs to occur separately after concluding discussion on the freestanding signs.
Commissioner Kearns presented the Site and Architectural Review Committee
report as follows:
· SARC was not supportive of the applicant's proposal at the first meeting
regarding this sign application, SARC wanted to see a more modem sign
design,
· A new design was created which SARC supports, including the freeway-
oriented sign,
Commissioner Alne added that one of the reasons that the square footage of the
sign is being deemed greater is that the added Pruneyard log is counted as sign
footage while the previous geometrical design on the sign was not, SARC found
that the Pruneyard logo represents an improvement over the previous design on
the sign,
Acting Chairman Lindstrom added that the sign has been streamlined. In his
opinion, technically no added square footage has been added,
Acting Chairman Undstrom opened the Public Hearing for Agenda Item No.2.
Planning Commission Minutes of July 25, 1995
Page 6
Mr. Chris Meany, William Wilson & Associates, applicant:
· This request is part of a continuing effort to rework the Pruneyard,
· Acknowledged that Darryl Jones had come up with the design at the top of
the sign, bettering the efforts of their architects,
· Reviewed the earlier site approvals to demolish smaller units at the
Pruneyard to bring in new anchor tenants and bisect the center with a
through street as well as architecturally improving the appearance of the
architecture.
· William Wilson & Associates has worked diligently to secure the best anchor
tenant available,
· Their market research offered them four viable options for the reworking of
the Pruneyard:
1. Supermarket (An option they felt would limit the draw to the
Prune yard as well as being less exciting, This use would represent a
neighborhood use instead of a community use.)
2. Discount Orientation (Currently a very accepted practice but which
would not take advantage of the 30-plus years of good will generated by
the Pruneyard),
3, Electronics,
4. Entertainment/Lifestyle Retail Center. (Not just convenience but a
pleasant way to spend time,)
· They selected the fourth option -- Entertainment/Lifestyle Retail Center -
with restaurants, movie theaters and a bookstore. They plan to recast the
Pruneyard as an entertaining place to visit and stay, In his opinion, Barnes
& Noble Superstore is the most exciting retail store today.
· Barnes & Noble will have a huge magazine selection and more than 125,000
titles of books. Also included will be software, music, a cafe and couches and
fireplaces for ambiance, It will be a llcommunity center,"
· Pylon signage is required for an anchor tenant,
· When the center was originally approved, it included pylon signs with the
names of anchor tenants included.
· Today the Pruneyard Center is faced with the physical constraints of its
location and building design. The low hanging roof shadows the front
windows, The interior businesses rely on the exterior business to draw to
the center,
· Their original request was simply to add Barnes & Noble to the existing signs,
However, they are thankful that they were forced by staff and SARC to
improve the design and appearance of the signs,
· The freeway-oriented sign is important if not controversial.
· He disagrees with staff's contention that the required criteria for approval of a
freeway-oriented sign has not been met.
Requirement 1: That the tenant be located on site, Barnes & Noble will be
located on site,
Requirement 2: That the use depend upon the freeway sign, Barnes &
Planning Commission Minutes of July 25, 1995
Page 7
Requirement 3:
Requirement 4:
Requirement 5:
Noble will utilize 32,000 square feet of tenant space. They
must generate big dollars to survive, They must draw
from the entire region in order to succeed, Highway 280
limits the draw from the north since Valley Fair is such a
draw from that area, In addition Highway 17 acts as a
"wall" separating the pruneyard from the freeway. The
Prune yard must draw both from the east and from the
south. Traffic to the south currently goes to Old Town in
Los Gatos, This area is congested and has limited
parking. A sign facing Highway 17 is a way to draw traffic
to the Pruneyard from the south,
Site must have a demonstrated limited visibility or
unique characteristics. The pruneyard meets this with its
limited exposure to the interior businesses, They are
dependent on the pylon signs, The Pruneyard is a 30 acre
site with 3,000 square feet of linear frontage. They need
exposure.
Minimum height and size required, While there is no
direct connection between the Prune yard Inn and Barnes
& Noble, they felt that the City would be more supportive
of adding a second name to the existing Pruneyard Inn
sign as opposed to installing a completely separate sign,
That the sign not be lit or moving, They are willing to do
without lighting if necessary.
Commissioner Lowe sought clarification regarding which hotel was at the
Pruneyard Shopping Center,
Mr, Chris Meany responded that the hotel located within the Pruneyard was the
Pruneyard Inn.
Commissioner Higgins advised Commissioner Lowe that he may have this hotel
confused with the Campbell Inn which is located on Campbell Avenue just
beyond the Highway 17 overpass.
Commissioner Perrine suggested that the Pruneyard logo be added to the freeway-
oriented sign to connect the sign to the center,
Mr. Chris Meany supported this suggestion,
Commissioner Alne advised that he felt Mr. Meany's points were valid,
. The Pruneyard is a major center for Campbell. He wants to see it a success, It
has been less and less successful over the last 10 or so years, It could become
the most significant center in Campbell,
Planning Commission Minutes of July 25,1995
Page 8
. The overhang does shade the business frontages. The center does need
sufficient signage.
. The request does not represent a significantly larger sign footage that the
original signage.
. The logo is an improvement over the current sign design,
. The logo should also be added to the freeway-oriented sign.
. The number of signs is appropriate for the size of the site. They don't look
overwhelming,
. The new design is more attractive, less spindly or artificial looking,
. Barnes & Noble will need lots of foot traffic in order to pay for the size of its
store.
Commissioner Kearns advised that she agreed with Commissioner Alne,
Commissioner Perrine added the he too agreed with Commissioner Alne,
Commissioner Lowe stated that he is astounded by this opinion in light of the
more than two-hour discussion that took place when the proposed freeway-
oriented sign for Breuners was discussed, He could not understand how the
Commission seemed intent on rubber stamping this Pruneyard request. Wished
that he had attended SARC so that he would be more able to buy in on this request
as those Commissioners had who have participated in SARC.
Commissioner Alne advised Commissioner Lowe that current discussion is
regarding the freestanding signs but not the freeway-oriented sign.
Commissioner Lowe responded that he had no argument against the three
freestanding signs.
MOTION:
On motion of Commissioner Kearns, seconded by Commissioner
Higgins, the Planning Commission moved to close the Public
Hearing (6-0-1; Commissioner Meyer-Kennedy was absent).
MOTION:
On motion of Commissioner Alne, seconded by Commissioner
Perrine, the Planning Commission approved SA 95-24 allowing
three freestanding signs on property located at 1875 S. Bascom
Avenue (the pruneyard Shopping Center) (6-0-1; Commissioner
Meyer-Kennedy was absent).
Acting Chairman Lindstrom asked for discussion regarding the freeway-oriented
sign at this point.
Commissioner Alne stated that he felt the argument was valid that Barnes and
Noble would have to go beyond Campbell to support itself, Competition with Los
Planning Commission Minutes of July 25, 1995
Page 9
Gatos is not an unpleasant possibility. Would like to see the Pruneyard logo
added to the freeway-oriented sign. He is sympathetic to the request. This
freeway-oriented sign will serve as a daily reminder of the availability of the
Barnes & Noble Bookstore.
Commissioner Kearns stated that she concurred with Commissioner Alne's
views.
Commissioner Higgins advised that she shared Commissioner Lowe's position.
Stated that while she and Commissioner Lowe were supportive of the Breuner's
freeway-oriented sign, it was unsuccessful. Stated that she could not support this
request,
Commissioner Lowe apologized for his previous statements and confusion. The
City should hold to a standard, Since Breuner's sign was denied this one should
also be denied, He added that he could support a Pruneyard logo but not the
inclusion of a Barnes & Noble sign on the freeway-oriented sign,
Commissioner Perrine stated that his viewpoint was swayed upon learning that
Barnes & Noble will rely on freeway to help draw from Highway 17, In the
available space, this sign can be handled,
Commissioner Lowe asked how this request differs from the Breuner's request.
Commissioner Perrine suggested one difference being that Barnes & Noble was
not visible from the freeway,
Commissioner Kearns added that this is the largest retail center in Campbell.
Commissioner Alne stated that the argument for being identified as a regional
business has been met by Barnes & Noble but was not achieved in rationalizing
SportsMart and Office Depot. This is the best way to capture the purchasing public,
Commissioner Higgins added that if the sign is changed in any way, it should be
changed to include the Pruneyard logo, She stated that she could not support
adding Barnes & Noble to the sign as it would seem hypocritical on the part of the
Commission, The Barnes & Noble Bookstore on Stevens Creek and San Tomas is
packed all the time without freeway signage,
Acting Chairman Lindstrom advised that the Planning Commission does not
have the final decision on this freeway-oriented sign but rather forwards a
recommendation to the Council. He does not see how adding Barnes & Noble to
the freeway-oriented sign can help Barnes & Noble or the Pruneyard. Does not
feel that an exception is warranted. There will be three beautiful signs, one of
which is visible from the freeway, No unique reason has been brought forward to
Planning Commission Minutes of July 25, 1995
Page 10
support this addition to the freeway-oriented sign,
Commissioner Perrine suggested that the Commission continue the discussion of
the freeway-oriented sign to the August meeting to see if the applicant can't come
up with a revised design including the Pruneyard logo,
Acting Chairperson Lindstrom suggested sending the item forward to Council
with a recommendation.
Commissioner Alne advised that the Council does pay attention to the
recommendation put forth by the Planning Commission, The applicant should
have the opportunity to redesign the sign to include the Pruneyard logo,
MOTION:
On motion of Commissioner Perrine seconded by Commissioner
Alne, the Planning Commission moved to reopen the Public
Hearing (6-0-1; Commissioner Meyer-Kennedy was absent).
Mr, Chris Meany, Applicant.
. Would like the opportunity to come back with a redesigned freeway-oriented
sign,
. Will see if the pruneyard Inn would consider a reduced sign so that the
overall signage on this freeway-oriented sign will not be as great.
Commissioner Lowe asked if Barnes & Noble was the only regional tenant.
Mr, Chris Meany said that they were.
Commissioner Lowe asked Mr. Meany to define a regional tenant,
Mr, Chris Meany advised that there were three basic types of businesses
neighborhood, commercial and regional.
MOTION:
On motion of Commissioner Perrine seconded by Commissioner
Alne, the Planning Commission moved to continue discussion of
the freeway-oriented sign for one month - to the Planning
Commission meeting of August 22, 1995 - (6-0-1; Commissioner
Meyer-Kennedy was absenO.
This approval of the three freestanding signs is effective in 10 days unless
appealed in writing to the City Clerk, The freeway-oriented sign will be agendized
for further discussion on August 22, 1995,
It It It
Planning Commission Minutes of July 25, 1995
Page 11
REPORT OF THE COMMUNITY DEVELOPMENT DIRECTOR
The written report of Mr. Steve Piasecki, Community Development Director, was
accepted as presented.
. Advised the Commission that the City's former Architectural Advisor, Ed
Janke, is now the President of the AlA,
Commissioners Lindstrom and Alne announced that they would be out during
the month of August.
ADJOURNMENT
The Planning Commission meeting adjourned at 8:45 p.m, to the next Planning
Commission meeting of August 8, 1995, at 7:30 p.m., in the Council Chambers,
City Hall, 70 North First Street, Campbell, California,
~M~'- .
Corinne A, Shinn, Recording Secretary
SUBMITIED BY:
APPROVED BY:
ATTEST:
.....
RESOLUTION NO. 2989
BEING A RESOLUTION OF THE PLANNING
COMMISSION OF THE CITY OF CAMPBELL APPROVING
A CONDITIONAL USE PERMIT TO ALLOW A
BOOKSTORE USE (BARNES &: NOBLE) TO BE LOCATED
AT 1875 S. BASCOM AVENUE (THE PRUNEY ARD
SHOPPING CENTER) IN A C-2-S (GENERAL
COMMERCIAL) ZONING DISTRICT. APPLICATION OF
MR. CHRIS MEANY, ON BEHALF OF BARNES &: NOBLE
BOOKSTORE. FILENO. UP 95-11..
After notification and Public Hearing as specified by law to approve a
Conditional Use Permit, and after presentation by the Community
Development Director, proponents and opponents, the hearing was
closed.
After due consideration of all evidence presented, the Planning
Commission did find as follows with respect to File No. UP 95-11:
1. The proposed bookstore use is compatible to other retail uses in the
shopping center,
2, The parking demand for a bookstore is the same as that required for
other retail uses previously approved at this location.
3, The requested bookstore use has operational hours similar to other
retail uses in General Commercial Zoning Districts,
Based upon the foregoing findings of fact, the Planning Commission
further finds and concludes that:
1. The establishment, maintenance or operation of the use applied for
will not be detrimental to the public health, safety, peace, morals,
comfort or general welfare of persons residing or working in the
neighborhood of such proposed use, or be detrimental or injurious
to property and improvements in the neighborhood or to the
general welfare of the City,
2, The proposed site is adequate in size and shape to accommodate the
yards, walls, fences, parking and loading facilities, landscaping and
other development features required in order to integrate said use
with use in the surrounding area,
Planning Commission Resolution No. 2989
UP 95-11 - Barnes & Noble Bookstore
Page 2
3. The proposed site is adequately served by streets of sufficient capacity
to carry the kind and quantity of traffic such use would generate.
4. The proposed use is compatible with the uses in the area,
Further, the applicant is notified as part of this application that the
applicant is required to meet the following conditions in accordance with
the Ordinances of the City of Campbell and the State of California, The
lead department with which the applicant will work is identified on each
condition, Additionally, the applicant is hereby notified that he/she is
required to comply with all applicable Codes or Ordinances of the City of
Campbell and the State of California that pertain to this development
and are not herein specified,
1, Approved Project: This approval is for a bookstore of 32,000 square
feet, located on a site identified as Assessor's Parcel Number 288-04-
001. Development shall substantially conform to the applicant's
description and plans submitted as a portion of this application,
Project drawings dated July 20, 1995, prepared by ELS Architects,
2. Hours of Operation: Hours of operation are limited to 9 a.m, to 11
p,m,
BUILDING PERMITS
3, Building Permits: Applicant to obtain any necessary Building
Permits for proposed tenant improvements. (Building)
PUBLIC SAFETY/WELFARE
4. Handicapped Requirements: Applicant shall comply with all
appropriate State and City requirements for the handicapped,
(Building)
5. Equipment Screening: All mechanical equipment on roofs and all
utility meters to be screened as approved by the Planning Director,
(Planning)
6, Utility Connections: Plans submitted to the Building Division for
plan check shall indicate clearly the location of all connections for
underground utilities including water, sewer, electric, telephone and
television cables, etc, (Building)
Planning Commission Resolution No. 2989
UP 95-11 - Barnes & Noble Bookstore
Page 3
7. Trash Enclosure: Applicant to provide screened trash enclosure area
per Campbell Municipal Code.
PASSED AND ADOPTED this 25th day of July, 1995, by the following roll
call vote:
AYES:
NOES:
ABSENT:
Commissioners:
Commissioners:
Commissioners:
Alne, Higgins, Kearns, Lindstrom, Lowe
None
Meyer- Kenned y & Perrine
ATTES .
Mel Lindstrom, Acting Chair
'.
ITEM NO.2
STAFF REPORT - PLANNING COMMISSION MEETING
OF JULY 25, 1995
SA 95-24
Meany, C.
Public Hearing to consider the application of Mr. Chris Meany
on behalf of the Pruneyard Shopping Center, for approval of a Sign
Application (SA 95-24) to allow a freeway oriented sign and three
freestanding signs on property located at 1875 S. Bascom Avenue in a
C-2 (General Commercial) zoning district.
STAFF RECOMMENDA nON
That the Planning Commission take the following actions:
1. Take an action approving three on-site freestanding signs, subject to
the attached conditions of approval.
2. Adopt a Resolution, incorporating the attached findings,
recommending denial of the freeway oriented sign to the City Council.
ENVIRONMENTAL DETERMINA nON
The proposed sign application is categorically exempt under Section 15311 (a), Class
11 of CEQA; therefore no environmental action is required.
PROJECT DATA
Gross Lot Area:
Net Lot Area:
1,386,000 sf
1,270,000 sf
31.8 acres
29.1 acres
ON-SITE SIGNAGE
(major pylon signs)
Existing Proposed
Si~ (sf) Height Signs (sf) Height
Freestanding Sign #1 240 sf 23' -0" 288 sf 23' -0"
(Bascom A venue)
Freestanding Sign #2 266 sf 44' -0" 328 sf 44' -0"
(Bascom & Campbell)
Freestanding Sign #3 240 sf 23' -0" 288 sf 23' -0"
(Campbell A venue)
Staff Report - Planning Commission Meeting of July 25, 1995
SA 95-24 -1875 S. Bascom Avenue - The Pruneyard
Page 2
FREEWAY SIGN
Existing
Signs (sf)
Hei~ht
Proposed
Signs (sf) Height
Freeway Sign
(@ Creektrail)
172 sf
35' -Q"
244 sf
35' -Q"
TOTAL SITE SIGNAGE PROPOSED = 1148 sf
DISCUSSION
Applicant's Proposal for Freestanding Signs: The applicant proposes to modify the
three existing major freestanding pylon signs on the PruneYard site. All three signs
are currently non-conforming signs based on the current criteria outlined in the
city's sign ordinance. The ordinance calls for a height limit of 14 feet to the top of a
sign (including the structure). All three major on-site signs exceed the 14 foot
height limitation. Consequently, any change to a legal non-conforming sign
removes the legal non-conforming status of the sign and requires that the applicant
either modify the sign to comply with current sign ordinance standards, or seek
approval of an exception to the sign ordinance by the Planning Commission.
Likewise, the applicant proposes to add a cabinet sign to the existing support poles of
the "PruneYard Inn" freeway oriented sign. The existing sign is illuminated, and
the applicant is requesting approval of illumination for the proposed sign addition.
This application does not include any proposed signage for the building which
Barnes & Noble intends to occupy. All building signage must comply with the sign
ordinance or receive approval of an exception by the Planning Commission.
ANALYSIS
FREESTANDING SIGNS
Sign Design (Freestanding Signs #1-3): Review of this application required review by
the city Planning staff and the Site and Architectural Review Committee (SARC).
The original proposal was not supported and revisions were requested of the
applicant. These details will be discussed further later in the staff report.
Each major freestanding sign on site will be modified to have the new PruneYard
logo at the top of each sign structure. According to the definition of a "sign" in the
city's sign ordinance, this portion of the sign structure must be included in the total
sign area calculations of each sign. The overall height of each structure will not be
Staff Report - Planning Commission Meeting of July 25, 1995
SA 95-24 -1875 S. Bascom Avenue - The Pruneyard
Page 3
increased or decreased from existing conditions.
The name of the anchor tenant for the center, Barnes & Noble, will be located
within one of the existing cabinet panels where "The PruneYard Shopping Center"
is currently located. Minimal additional signage is being proposed for these pylons.
The modification will also include the elimination of the semi-circle "sunburst"
elements at the end of each sign cabinet.
Freestanding Signs #1 & #3: Freestanding signs #1 (located at Bascom Avenue at the
northern most driveway) & #3 (located on Campbell Avenue near Union Avenue)
will be exact replicas. Each sign will remain at 23 feet in height and contain the
same sign area with the exception of the new logo added to the top of the existing
structure. The logo will add 48 square feet to the total sign area. The proposed
Barnes & Noble sign will be on the upper sign/cabinet panel, and will be oriented
closest to the street. There will be no other proposed modifications to these signs.
The total sign area proposed for each structure is 288 square feet.
Freestanding Sign #2: Freestanding Sign #2 located at the corner of Bascom and
Campbell will also be modified by increasing the inside support column distance
from 4 to 12 feet apart. Both staff and the SARC had concerns regarding the existing
configuration of the structure with the only modification being the addition of
signs. The structure appeared gangly and outdated, especially when compared to the
overall site improvements planned for the center. The SARC and staff were not as
supportive of modifications to signage on this structure without additional
modifications. The revisions proposed by the applicant are now more consistent
with the overall upgrades for the site and the shopping center. The logo added to
the top of this structure will add 62 square feet of sign area, and the total sign area
proposed on this location is 328 square feet.
Similar Freestanding Sign Approvals: Similar freestanding sign approvals which
exceeded 50 square feet include the following projects:
Floor Parcel Parcel Sign Sign Area
Area (sO Area (ac) Frontage (l0 Height (ft) (sO
Home Depot 105,000 9.75 800 14 100
Fry's 64,000 3.75 200 15 126
Breuners 134,000 10 500 29 83
Prune Yard 260,000 30 3,000 44 918
Staff Report - Planning Commission Meeting of July 25, 1995
SA 95-24 -1875 S. Bascom Avenue - The Pruneyard
Page 4
FREEWAY SIGN REQUEST
Freeway Oriented Sign: The applicant is requesting recommendation of approval for
a Freeway Oriented Sign on the PruneYard site. There is an existing freeway sign
which identifies the PruneYard Inn. The proposal request a 72 square foot freeway
oriented sign to be located below the existing PruneYard Inn sign. The applicant
also proposes to illuminate the sign.
Previous Freeway Sign Approvals: Below is a list of recent freeway sign requests
and approvals:
Sign Content Letter Size (ft) Sign Area (sO Dimensions Height (ft)
Campbell Inn 2.5 165 8.25' X 20' 35
Fry's Electronics 3-7 240 12.6' X 19' 45
Breuners 1.5 - 2.66 130 11' X 12' 29
Canyon Creek 2 72 4.5' X 16' 29
Prune Yard 1.5 - 2 72 4.5' X 16' 35*
Previous Justification for Freeway Si&n5: The basis for approval of other freeway
oriented signs is listed below:
PruneYard / Campbell Inn: The provision of hotel/motel services is typically
dependent upon freeway identification to the motoring public.
Fry's Electronics: The site has limited frontage, is difficult to access, and is
dependent on a regional base for sales.
Canyon Creek Apartments: The site is located in a predominately industrial
area with no history of residential development, it has difficult and unusual
access points, and depends upon freeway identification due to limited
visibility of the site.
Breuners: The tenant has typically been located adjacent to freeways and is a
low traffic generator which relies on regional identification. The site has
limited visibility and has an existing freeway sign at the site.
Staff Report - Planning Commission Meeting of July 25, 1995
SA 95-24 -1875 S. Bascom Avenue - The Pruneyard
Page 5
Freeway Sign Criteria
The sign ordinance permits permanent freeway oriented signs subject to the sign
proposal meeting the following criteria:
1. The sign shall be limited to identification of on-site businesses.
2. The applicant shall demonstrate that he business operation is dependent
upon the freeway or expressway identification and the denial of the site
identification will cause an undue hardship.
3. The applicant shall demonstrate that the sign age is necessary due to limited
visibility of the parcel due to its shape and locatio or other factors unique to
the site.
4. The sign shall be of the minimum height and size necessary to achieve
visibility from the freeway, expressway or public facility.
5. The sign should not move, be animated or have any flashing or roving lights.
6. Additional landscape and architectural modification may be added as a
condition of approval to screen the sign or it's supporting structure to soften
and enhance the appearance of the site or the sign as viewed from off-site
locations.
Applicant's Statement of Justification
The applicant has submitted a letter which outlines the request for a freeway
oriented sign, and is attached for the Commissions' review. A summary of the
rationale is listed below:
· The complete revitalization of the center depends on having a viable anchor
tenant. A tenant of this size needs the accompany signage. The freeway sign
would allow the center to attract consumers south of Campbell to the
Pruneyard Shopping Center.
· The tenant will be an on-site business
· The tenant mix at the center is enhanced with this tenant and it's success is
important to the overall revitalization of the shopping center
Staff Report - Planning Commission Meeting of July 25, 1995
SA 95-24 -1875 S. Bascom Avenue - The Pruneyard
Page 6
· The Pruneyard is a 30 acre site with 3,000 linear feet of frontage on three sides
of the property.
· The proposed sign is relative small and will be attached to an existing sign
structure.
· The configuration of the building on the site results in limited visibility of
the retail portion of the site.
Staff is unable to make all of the required findings to support the placement of an
additional sign on the existing freeway oriented sign supports as indicated below:
· The propose use for which the sign is being requested has not demonstrated
that the business operation is dependent upon freeway identification.
· The site is highly visible and accessible from Campbell and Bascom Avenues.
It has not been demonstrated that the site has limited visibility of the parcel
due to its shape, location or any other factors.
· The proposed use has not demonstrated how a denial of a freeway oriented
sign would cause an undue hardship.
SUMMARY
The total sign area existing at the site =
(including the freeway sign)
918 sf
The total sign area proposed for the site =
(including the freeway sign)
1148 sf
SITE AND ARCHITECTURAL REVIEW COMMITTEE
This item was reviewed by the Site and Architectural Review Committee at the
meeting of July 13, 1995. At that time the SARC had concerns over the amount of
signage proposed because the applicant proposed to add a third sign panel to each
freestanding sign. The applicant was directed to revise the submittal for review at a
subsequent SARC meeting prior to the July 25, 1995 Planning Commission hearing.
The SARC was not supportive of the freeway sign application.
The applicant submitted revised drawings and design scheme for the site signage
and incorporated the direction given by the SARC. The SARC reviewed the revised
submittal on July 20, 1995. The SARC was supportive of the revised plans.
Staff Report - Planning Commission Meeting of July 25, 1995
SA 95-24 - 1875 S. Bascom Avenue - The Pruneyard
Page 7
Attachments
1. Findings for approval of freestanding signs;
2. Findings for denial of Freeway sign;
3. Conditions of Approval;
4. Applicant's Statement;
5. Exhibits
6. Location Map
Prepared by:
enior Planner
Approved by'
.
,
Attachment No. 1
FINDINGS FOR DENIAL (FREEWAY-ORIENTED SIGNS) - FILE NO. SA 95-24
ADDRESS: 1875 S. BASCOM AVENUE
APPLICANT: CHRIS MEANY, FOR THE PRUNEYARD
P.e. MEETING: JULY 25, 1995
The Planning Commission of the City of Campbell, California, finds as follows with
regard to Application No. SA 95-24:
1. The site currently maintains a 172 square foot freeway sign.
2. Barnes & Noble is not a regional use that depends upon freeway signage to
provide identification of the store location, and has not historically been
located on sites near freeways or expressways to facilitate identification and
access.
3. There is no evidence presented by the applicant that a hardship would be
created for Barnes & Noble if this use is not identified on the freeway oriented
sign.
4. The applicant has not demonstrated that Barnes & Nobel is dependent upon
freeway identification.
5. Barnes & Noble will be identified on the freestanding sign that will be located
on the frontage of the parcel.
6. The freestanding sign is highly visible from the Bascom Avenue and
Campbell Avenue frontages.
Based upon the foregoing findings of fact, the Planning Commission concludes that:
1. The freeway sign will be detrimental to the public welfare or persons in the
neighborhood or the City as a whole.
2. The proposed business (Barnes & Noble) is not dependent upon freeway
identification, and denial of the identification would not create an undue
hardship for this use.
FINDINGS FOR APPROVAL (FREESTANDING SIGNS) - FILE NO. SA 95-24
ADDRESS: 1875 S. BASCOM AVENUE
APPLICANT: CHRIS MEANY, FOR THE PRUNEYARD
P.e. MEETING: JULY 25, 1995
The Planning Commission of the City of Campbell, California, finds as follows with
regard to Application No. SA 95-24:
1. The sign height and reduced sign area recommended by staff is the minimum
size necessary to provide identification of the use from local streets..
2. The site currently maintains 918 square feet of freestanding signs.
3. The signs have no flashing, moving or roving parts or lights.
4. Barnes & Noble will be identified on the freestanding signs that will be
located on the frontages of this parcel.
5. The freestanding signs are highly visible from the Bascom Avenue and
Campbell Avenue frontages.
Based upon the foregoing findings of fact, the Planning Commission concludes that:
1. The use is of such size and is so located in reference to the surrounding uses
and the traffic circulation system that additional sign age is appropriate.
2. The signs will not be detrimental to the public welfare or persons in the
neighborhood or the City as a whole.
3. The site occupies 30 acres and 260,000 square feet of retail space.
4. The total amount of freestanding signs is proportional to the frontage of the
parcel.
Attachment No.2
CONDITIONS OF APPROVAL FOR FILE NO. SA 95-24
ADDRESS: 1875 S. BASCOM AVENUE
APPLICANT: CHRIS MEANY, FOR THE PRUNEYARD
P.c. MEETING: JULY 25, 1995
The applicant is hereby notified, as part of this application, that he/she is required to
meet the following conditions in accordance with the Ordinance of the City of
Campbell and the State of California. Additionally, the applicant is hereby notified
that he/she is required to comply with all applicable Codes or Ordinances of the City
of Campbell and the State of California that pertain to this development and are not
herein specified:
APPROVED PROTECT
1. Project Approval: Approval for this project is granted to modify and/or
construct three freestanding signs.
2. Sign Height: Sign height for signs #1 and #3 shall not exceed 23 feet as
indicated on the plans. Sign height for sign #2 shall not exceed 44 feet in
height.
3. Letter /Sign Size: Letter and sign size shall be subject to review and approval
by the Community Development Director.
4. Sign Content: Sign display area shall identify Barnes and Noble only.
5. Sign Orientation/Illumination: The sign face shall be oriented toward local
streets and away from the residential area to the north to avoid impacting the
residential area. Approval is granted to illuminate the sign letters only. The
background shall not be illuminated. The intensity of illumination shall
meet the specifications per the plans. The sign letters shall be illuminated
only during regular business hours.
6. Permits: Applicant shall obtain all necessary permits from the Building
Division prior to installation.
7. Landscape Plan: The applicant shall submit a landscape plan indicating
screening of pole support within a planter area to make the support less
visible.
JUL 21 '95 10:15 FLOOD ~JST
10
P.2/5
.(1.
'9'
THE
PRUNEYARD
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WILLIAM WILSON & ASSOCIATES
July 20, 1995
Planning Department
City of Campbell
70 North First Street
Campbell. CA 95008
Attention: Danyllones, Senior Planner
Dear Darryl;
In your review of our application to modifY the existina freeway orientecl sign at the PnmeYIni to
accommodate Barnes &. Noble please consider our compliance with the criteria enumerated ia the
Campbell Municipal Code Chapter 21.S3.090.A (freeway oriented signs):
1. Barnes & Noble will be an on-site business.
2. The PtuneYard is a 260,000 square foot specialty shopping center constructed in 1969.
The shopping center was a premier retail center for the southwestern Santa Clara valley
during much of the 19705 and 19805. Unfonunately, like may other specialty centen of
its vintage (e.g. El Pasco de Saratoga), the outdated configuration: unit sizes IIId retail
focus of the Prone Yard has rendered it non-competitive. Occupancy bas been fidliDa for
a rwmber of years and is currently hovering at ~.4.
Together with you and other members aCthe staff. Plannina Commission and Town
Council, we have developed a renovation program for the Prune Yard that will allow it to
survive and serve our community. A central element oftbat plan is a new building to
house a new anchor tenant for the center. The new anchor will give the ceater' a new
merchandising focus and will draw shoppers that tall suppon the retenaDtina of the c:catcr.
Based on current market conditions aDd the physical constraints of the PruneYard, ,.
believe that there are four typeS of tenants that could ancbor the renovation:
supermarkets., discount apparel, electroaics and entertaiDmat orieDted specialty retIi. A
discount apparel or electronics anchor would 0. the least bene6t for nit-mini ...
would establish a down-market feel ill the ccmer. A supermarket would narrow the draw
of the center. but would provide adequate recenaming poteDtia1. However. with the most
competitive supermarkeu now nearing 60,000 square feet. the space available It the
PnmeYard may be too small.
We strongly believe that an entertaimneslt oriented retailer is the best IDCbor for the
!999 5c>uth &:iCl1m AVinuc
SUItt ~oo
u",pbrll CA 95008
Ttltplwllt (4GB) 37I-i700
Facsimile (408) 3n-.3B37
JUl 21 '95 10:15 FLOOD TRUST
10
P.3/5
Planning Department
Sip Application
July 20. 1995
Page 2
renovation and that Bames &: Noble is the best eiJtenainment oriented retailer in the
market today. The proposed Dames &; Noble at the PnmeYard will be a 32,000 squint
foot superstore with books and 'Q2l&lril'es. music. computer software and a caito The
store will compliment the rcstaurllJts and movietheaten at the PruneYard. and willlItnCt
other entertainment and lifestyle orieatecl retailers. The DeW teaant mix will allow us to
market the center as a most inviting pllce to speacl your fi'ee time (browa books at
Bames " Noble while waiting for your table at Marthals, have dessert at Campbc11 Co&e
while deciding which movie to see at United Artists).
While the size and depth of offering of the planned Bames &: Noble superstore will CIIIIe
the retail draw necessary to retenant the center. that same _ will require a business
volume that can not be supported by Campbell residents alODe. The PruneYardls nmnl
trade area will always be constrained to the north by 280 aDd the Stevena Creek rctIil
corridor. To the west. Highway 17 acts as a barrier (though the allegiance of Campbell
residents allows us to draw from aU ofCampbeJl). To succeed, Barnes "Noble wiD JIIve
to draw from the east and south.
We believe that the increasing congestion in downtown Los Gatos is creating an
opportunity for the Pnme Yard to draw shoppers from Los Gatos. Saratoga and oth<<
towns to our south. Those shoppers routinely drive past CampbeU' on Highway 17 011
their way to shop Stevens Creek. or to work in downtown San Jose. A Barnes &: Noble
sign facing the freeway wiD allow us to draw those shoppers and provide the neceslllY
sales volume for a superstore.
In summary, a freeway sign will allow us to extend the PruneYard'a trade area to the
south, allowing us to secure the best anchor tenant in the market, aDowing us to
successfully retenant the 260,000 square foot PnmeYani Shopping Center.
3. A. The architecture of the shopping center makes it very difficult to project to II. ( -a
potential customers that 260,000 square feet of quality retail is offered at the site. TIiit
existing shop space has low, red tile roofs that overhang the storefroms by apprnkl,.*'Y
10 feet. The overhang limits the height of the visible storefi'oDt to 8 feet in most .....
and casts it in deep shadows. Passing customers can not see iDlo the stores or dispIaJ
window and must rely on signage.
The siting of the Prune Yard Shopping Center exacerbates the visibility problem. The
shopping center is set back on all sides behind surfllCe putdDa lots. A 5CI'eCII oftrocll1lllS
along both Campbell and Bascom Avenues. blocking the views of passing cars; j.....IlMiOll
of the required streetscape on Bascom Avenue will inttlDSify the screen by adding a.-=oad
JUL 21 '95 10: 16 FLOOD TRUST
10
P.4/S
Planning Department
Sign AppJiQUon
Iuly 20, 1995
Page 3
line of trees. The geto.cks and tree screens conspire to limit the baefit ofbuiJding
mounted signage.
Because of the constraints of the architecture and siting, the Prune Y ard hu a unique
depeDclence on free standing signs. Given the size of the center aDd the site's 3,000 U: of
frontage, an appropriate amount offtee&tancling signage might near 3.000 square feet.
Including the new sign requested herein, the sipse for the shopping center wiD be lea
than 1,100 square feet. To adequately use that limited sign area. however, the HiabnY
17 exposW'e should be utilized.
B. ~ noted in Item 2 above, the suecess of the Barnes " Noble store depends oa
extending the Prone Yard's natural trade area to the south. The only exposure that the
shopping center has to most potential customers from the south is Highway 17.
4. The Barnes & Noble sign panel wiU be attached to the existing freeway oriented. pyloD
sign; the Barnes &. Noble sign will be below the sian for the PnaneYard 1M. Total ana of
the Barnes &, Noble sign will be 72 square feet. The Barnes & Noble sign will not
increase either the height or width of the eUsUng pylon.
S. The existing PruneYani Inn sign has internally illuminated letters. We would like for the
Barnes &. Noble sign to have internally illuminated letters as well. Howevtl', if the all
and commission can not recommend an illuminated sign. we will accept a sign widIout
illumination.
In addition to our request for a freeway oriented sign. our Sign Application includes a request to
modify the three existing pylon signs on site to add the Barnes &. Noble name. The proposed
modifications require Planning Commission approval because the existing. approved sips lire
mn-conforming.
Pylon signs traditionally contain the name of the lead andlor in a shopping center and viI1udy aD
quality anchor tenants would require tbat identification at the PruneYard. We believe that till
addition of the anchor tenants name (Barnes " Noble) is consistent with tbe iDteaded use of...
existing pylons.
At the request of staft' and members of the Site And An:bitectural Review Committ~ we....
agreed to modify the existing signs to improve their appcaraDCe. The proposed changes ..... in
net additions of sign area of less than 48 square feet Oft two oftba signs. and less than 62....
feet on the third. The additional sign area is used to place a new PnmeYani 1080 on the pyIoDa.
In order to improve the awkward proportions of the sign on Bascom Avenue nearest Campbell
JUl 21 '95 10:17 FLOOD TRUST
10
P.5/5
Planning Department
Sign Application
July 20. 1995
Page 4
Avenue. we have agreed to widen the legs of the pylon. For purposes of our application. this
pylon sign is being considered as a replacement.
Thank you very much for your continuing help and consideration.
Yours truly,
vJ
Christoph ~
Retail Project Director
cc; David Word
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1875 S. Bascom Avenue
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CITY OF CAMPBELL
City Clerk's Office
February 9, 1995
The pruneyard
William Wilson & Associates
1999 S. Bascom Avenue, Ste 200
Campbell, CA 95008
Attn: Mollie Choate, Property Manager
Dear Ms. Choate:
At its regular meeting of February 7, 1995, the City Council held a public
hearing to consider Site and Architectural modifications and Use Permit
approval for property located at 1875 S. Bascom Avenue.
After due consideration and discussion, the City Council adopted
Resolution No. 8776 supporting the recommendation of the Planning
Commission for approval of a Site and Architectural Permit for site
modifications, and a Use Permit for a hotel expansion and restaurant uses
serving alcohol, utilizing shared on-site parking, and providing outdoor
seating for property located at 1875 S. Bascom Avenue (The pruneyard),
subject to findings and Conditions of Approval. Please find certified
copy of this Resolution attached for your records.
Please do not hesitate to contact this office (866-2117) or Darryl Jones,
community Development Department, should you have any questions in regard to
the City Council's action.
a:'~
Anne Bybee
City Clerk
Enc.
cc. Darryl Jones, Comm. Develop. Dept.
jh
70 North First Street' Campbell, California 95008.1423 . TEL 408.866.2117 . FAX 408.374.6889 . TDD 408.866.2790
RESOLUTION NO.~
BEING A RESOLUTION OF THE CITY ~IL OF THE
CITY . OF CAMPBELL SUPPORTING THE
RECOMMENDATION OF mE PLANNING COMMISSION
FOR APPROV AL OF A SITE AND ARClllTECTURAL
PERMIT FOR SITE MODIFICATIONS AND A USE PERMIT
FOR A HOTEL EXPANSION AND RESTAURANT USES
SERVING ALCOHOL, UTILIZING SHARED ON-SITE
PARKING AND PROVIDING OUTDOOR SEATING FOR
PROPERTY LOCATED AT 1875 S. BASCOM A VENUE (THE
PRUNEYARD).
After notification and public hearing as specified by law on the application of
Mr. David Word, on behalf of Pruneyard Associates, for approval of a Site and
Architectural permit to reconfigure existing retail space, construct new retail
space, modify on-site pedestrian and vehicular circulation, and parking and
landscaping; and a Use Permit to allow hotel expansion, the sale of alcoholic
beverages at restaurants, outdoor seating and the continuation of shared
parking facilities, after presentation by the Community Development
Director, proponents and opponents, the hearing was closed.
After due consideration of all evidence presented, the City Council did find as
follows with respect to applications S 94-08/UP 94-19:
1. The proposal is consistent with the General Plan and Zoning
designations which indicate a Commercia1land use for this property.
2. The proposed site improvements of 13 percent on site landscaping and
streetscape improvements adequately address the aesthetic concerns
related to the project/ site.
3. The proposed parking and circulation with the recommended
conditions of approval creates a project which integrates the proposed
uses on site.
4. No substantial evidence has been presented which shows that the
project, subject to conditions of approval, will have a significant
negative impact on the environment.
5. There is no evidence before the City determining that the proposed
project will have a significant negative impact on wildlife resources.
6. The City of Campbell has prepared an Initial Study for the project in
order to determine if the project would have a significant
environmental impact.
City Council Resolution - S 94-08/UP 94-19 - The Pruneyard
Adopted on February 7,1995
Page 2
7. Adequate on site parking and circulation has been provided for the
proposed project and the commercial, office and retail uses on site.
8. All proposed uses are compatible within the site and with adjacent
land uses~
9. Usage of the existing square footage will likely increase with proposed
renovations including new restaurants, a hotel expansion, and new
retail/ commercial buildings constructed on site.
10. The existing off-site conditions adjacent to the ingress and egress access
points for the site create Level of Service (LOS) and circulation
conflicts. Conditions of Approval 5-(d,e,g &i) are required to address
traffic increases as a result of the proposed project as specified below:
a) 146 additional trips will be generated in the peak hour and will
result in increased traffic circulation delays;
b) A signalized intersection with a new driveway will eliminate
the problem intersection (driveways) and modify the existing
Campbell/Union Avenue intersection.
11. Storm drainage easement is required to address additional runoff as a
result of this project.
Based upon the' foregoing findings of fact, the Planning Commission further
finds and concludes that:
1. The proposed project, with conditions of approval, is consistent with
the policies of the General Plan and the Zoning Ordinance in effect at
the time of the application submittal and is consistent with uses in the
immediate area.
2 The proposed project will aid in the enhancement and the harmonious
development of the immediate area. The establishment, maintenance,
or operation of the use will not be detrimental to the public health,
safety, peace, morals, comfort or general welfare of persons residing or
working in the neighborhood of such proposed use.
3. The proposed use will not be detrimental or injurious to property and
improvements in the neighborhood or to the general welfare of the
City and its residents.
City Council Resolution - S 94-o8/UP 94-19 - The Pruneyard
Adopted on February 7, 1995
Page 3
4. The proposed project with the conditions imposed, will not have a
significant adverse impact on the environment and a Negative
Declaration has been prepared for the project.
5. The proposed site is adequate in size and shape to accommodate the
proposed use and site improvements.
6. These conditions are required as related and proportional to the
impacts of the project.
7. The proposed use (restaurants serving alcohol) will not result in an
over-concentration of such uses in the area, create a nuisance, disturb
the peace of nearby residents or cause a significant increase in the
demand on City services because the proposed use will operate within
hours allowed under the Ordinance.
Further, the applicants are notified as part of this application that they are
required to comply with all applicable Codes and Ordinances of the City of
Campbell and the State of California which pertain to this application and are
not herein specified. . val is granted subject to the
followin
""" Project Approval: Approval of this project iL ". following:
A. Site modifications, including reconfiguration and construction ,/
of retail space in accordance with plans date stamped~ /.;f~/ffC/1
B. On-site pedestrian and vehicular circulation; . / .. ,~!/'. .
C. Reconfigured parking and landscaping;d/d/[//j'
D. Use Permit to allow hotel I ~n"l. ';L:r/i/~C
E. Use Permit fo& . m-'-~Jl~~th outdoor seating, on site sale of ,/
alcohol and shared parking facilities; and
F. Open area food kiosk to be located in UA Cinema plaza.
.,," Future Site Construction (H 1 ilIlIID~Um ~: Final plans
for the hotel expansion and "satellite" retail pads are sUOject to review
by the Site and Architectural Review Committee and approval prior to
i-IIINI1.dJ~.."':'.JL _ I,~~' Retail pad on Campbell can be located
anywhere along Campbe A venue subject to Site and Architectural
Review Committee review and Planning Commission approval.
.,J-' ..'....~" r _ ~m: Applicant shall prepare a master signage
program for all signs on site which are intended for the
advertisement of uses within the site. Said program shall
City Council Resolution - S 94-08/UP 94-19 - The Pruneyard
Adopted on February 7,1995
Page 4 .
-~
conform with the sign ordinance and shall include all wall
mounted, projecting and free standing signs. All new signs shall
conform to sign program in effect at the time of filing.
Freeway Signs: All freeway oriented signs require final approval
from the City Council.
Parcel Map /Parcel Consolidation: A parcel map shall be recorded
which eliminates any conflicts with existing or proposed buildings and
is n~t in conflict with any he.alth, safety ~r <?ther codes as applicable.
\ t-<,"'" 1_.-:' ,~."";,.~~ t~, -; ,/-. .' ,~~ l' /._ . /..' /~ ,;,.-;,') "~- Ji./;'-,-.;~
Public/Street Improvements: Applicant shall construct improvements
found necessary by the City Engineer according to generally accepted
engineering I?ra~~t. shall submit .exiS,ting ~d propo:~
~d . ..."...."()rianr~
improvement plans 0 ows:
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Campbell A venue Sidewalk Plans: Submit street improvement
plans fo~ Avenue that include:
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Demolition of existing curb and gutter, portion of the
roadway and street lighting system.
Construction of new concrete curb and gutter with new
curb face located 10 feet southerly of existing curb face, 9.5
foot wide sidewalk and street lighting system. The design
should transition to the existing curb face at the Bascom
Avenue curb return to minimize changes to street
improvements at the Bascom Avenue/Campbell Avenue
intersection.
Pavement Striping, Markers and Signage Plans: Submit
pavement striping, markers and signage plans along
~am bell A~enue to reflect proposed vehicle lanes,
. - d on-street parking associated with the
re curb and gutter.
Relocation o~ Storm Drainage Facilities: Applicant
shall undertake a study in accordance with generally
accepted engineerin ractice to determine require nts
~~ation
~ to meet
City Council Resolution - S 94-D8/UP 94-19 - The Pruneyard
Adopted on February 7, 1995
Page 5
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submit storm drainage relocation plans and/or public utility
relocation plans. On street improvement plans for Campbell
Avenue shall include the location of exiStin~UbliC utilities
behind existing back of curb and identify r to be
relocated, if any, relative to the proposed new ace 0 cur .
..- .; <lI'
.. ... _.... . .. !if
and constru fic signal
e sidewa ong Campbell
Avenue with conductors connecting the existing Bascom
Avenue/Campbell Avenue signal with the proposed modified
signal at Campbell Avenue/Union Avenue. Extend the conduit
with pull rope westerly to a new pullbox at the westerly limits of
the Pruneyard parcel adjacent to the Highway 17 right-of-way.
Luminaires: Ins new Clty":provided luminaires, if essary
as determined b the 1 , and Bascom
Avenues (to be furnished at no cost to the developer) in
conjunction with the Bascom and Campbell Avenue sidewalk
improvements.
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Relocation of Traffic Signals and Loop Detectors: Submit plans
for. relocation of traffic counting loop de s at the Bascom
Avenue/Campbell Avenue intersec . if ocatio1Yis due to
proposed street improvements an con .tions of approval.
/
/ ,(i~/' //
Driveway Approaches: Relocate the two existing westerly
Campbell Avenue driveway approaches (northbound into
Pruneyard and southbound from Pru'neyard) to a combined
driveway with a fully signalized intersection at Union Avenue.
Replace westerly driveway with curb, gutter and sidewalk to
conform to proposed Campbell Avenue street improvements.
The City and the applicant shall enter into a cost sharing
agreement for construction of required off-site improvements to
the Campbell/Union Avenue signal. The applicant shall pay
one-half the cost of said off-site improvem~ the
Campbell/Union Avenue intersec~ exceed--".}Wenty-five
thousand dollars ($25,000).
Boulevard Treatment/Bascom Avenue: Submit plans for
review and approval of the Planning and Public Works
Departments for construction of Bascom Avenue boulevard
treatments that include construction/modification of concrete
sidewalks, street . .
conformance with ,
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City Council Resolution - S 94-08/UP 94-19 - The Pruneyard
Adopted on February 7, 1995
Page 6
./1
Bascom Avenue (Northern) Driveway Modifications: Submit
engineered design plans for two northbound left turn lanes from
the site. Design to include: loop detectors, sidewalks, street
striping and landscaped pedestrian median. Construction of
improvements_sh,aU be provided by the Citx at the City'$-; . /' .
expense. '~0~;// ////It'f~ . \:;';;uc://u- ~A!:'!~?>( '[/'t'C'''':'',..h
~ / ~ /,
! Speed Bumps:/ Submit plans showing the location and
17 ,.. / 5t:epI:tce1nejjb ofall on-site speed bumPS/will>, City'jPpr~ved
.~~ ~.~~~~~ ~ps). ;P!W/f/6?//'
t/~ Relocate Bascom Avenue Driveway: ~cate the existing
",. southerly Bascom Avenue driveway approximately 160 feet
northerly. Replace existing driveway approach with curb, gutter
and sidewalk to conform to Bascom A venue boulevard
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treatment design. t:// //" ~'
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Underground Utilities: Install new on-site utilities
~;~undper Section 2O.36.1~~~~~J~
the proposed development
m lcations can be served. Comply with the plan submittal,
permit and fee requirements of the utilities as~dated with new / ",'
o,r m, odif~~d se,rv, ic~ co~ections. ".if,., ;, / ,/,/7 I /2//~{ ,~1,//t/'/'
'::;??t?;/ A/;;~;') ,/~, ,/ /.
Grading and Dra~.plans: " All grading plans shall meet City
st~dards aUiee . ppr.opriate for the proposed development.
A gra.ding permit shall be issued in conjunction with buildi~...-c/<4?'/' r c.---,-
ermlts. , .' / / ~
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Plans: Submit grading and drainage plans witl:t}1ydrology)J' .
and hydraulic calculations for existing on-site dramage'
improvements and for proposed on-site grading
improvements showing proposed pad elevations of new
structures, existing and proposed on-site and off-site
grading and storm drainage systems and controlled site
drainage onto public right-of-way.
Grading/Erosion Control Plans: Submit final grading, 5t:/ 'I).
grading and erosio~ control plans to the Planning and .,d?C"
Public Works Departments for approval prior to issuance ...c- yr (' ~
of building or grading permits. ,,-A~.'( .::'>>/),
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City Council Resolution - S 94-o8/UP 94-19 - The Pruneyard
Adopted on February 7, 1995
Page 7
'6.
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Storm Drainage Easement: Record a 2D-foot wide storm
drainage easement parallel and immediately adjacent to
the westerly boundary of the Pruneyard.
Encroachment Permits: Submit application for an
encroachment permit(s), pay fees and post surety for all
construction within the City's right-of-way.
National Pollutant Discharge Elimination Permit (NPDES): Be
advised that the Regional Water Quality Control Board will
require that all construction on sites larger than five acres will
require the project to be covered by a National Pollutant
Discharge Elimination (NPDES) permit. Permit conditions may
require construction and post-construction storm water
management plans. The applicant is responsible for obtaining
this permit, providing plans and paying associated fees.
N. Utilities: All utilities and utility pedestals for new or modified
building areas shall be diagramed on a site utility plan indicating
the location of the pedestals and how the equipment will be
screened prior to the installation of any utility pedestals
(transformers) on site, subject to the review and approval by the
Community Development Director.
,
Site Plan
A. Final Site Plan: All final site plans including satellite pad
locations, and location of pedestrian walkway and landscaping,
shall be submitted to the City for review and subject to approval
by the Community Development Director for substantial
compliance with approved plans" . ~'"
~ermits. h <<
. Development Schedule: Applicant shall begin construction
within one (1) year of final approval.
~ Parking and Striping: Consistent site parking striping (either 60,
75 or 90 degree angled parking> within specified areas.
,'"
..
Parking and Driveways: All parking and driveway areas shall be
developed in compliance with Chapter 21.50 of the Campbell
Municipal Code, including parking modifications as approved by
the City.
City Council Resolution - S 94-08/UP 94-19 - The Pruneyard
Adopted on February 7, 1995
Page 8
'Pedestrian Connections: Applicant shall install pedestrian
walkway connections from the public right of way as indicated
on the site plan. ~ shall reflect site improvements
~r including pedestri_ections throughout the site.
Future Development: Applicant shall obtain a Special ,
Development Pemlit from the City Council for all future / I--
I, developme!,lt occurring U,t the Office (0) Overlay ~~. L-~'/ ~,(>'(:," /
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~/ Dedication to . : Applicant s!tclll dedic~-idditional right of way on
. Bascom A ven e to back of sidewalk and tecord proper right of way to
City as specified by the Public Works Department. Area-to be dedicated
shall. in~ude the 10-.foot wi~~ lands~i.. ed....~. rk..w~y and the 7-foot wide
pubhc Sidewalk. ,~ f, /1, -t" ':'::;'-1/,/,-' / /, I I .
~ Garbage Collection: Trash con~'; a size and quantity necessary
r to serve new or modified building areas shall be located in areas
approved by the Fire Department. Unless otherwise noted, enclosures,
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 and have a level area
adjacent to the trash enclosure area to service these containers.
etail Buildin Elevations
uilding Design: Applicant shall continue to work with staff on
resolving articulation of building facade to provide consistency
of building elements and details within the retail center.
Exterior facade details shall be resolved prior to issuance of
~ building permits.
r Building Treatment: Applicant shall submit plans indicating
pedestrian level building treatment, colors and materials. Plans
shall include architectural features such as street furniture,
bicycle parking facilities, landscape planters, windows, and the
lik~. These plans shall be consistent with the center and City of
Campbell design and development standards, and are subject to
review and approval by the Community Development
< Department.
~DemOlitiOn Permit: Applicant is required to obtain a building permit,
.." ~Ubject to review and approval by the Building Official prior to
issuance of a demolition permit unless otherwise approved by the
Building Official.
City Council Resolution - S 94-D8/UP 94-19 - The Pruneyard
Adopted on February 7, 1995
Page 9
~..r
..,.
Handicapped Accessibility: All new and remodeled buildings shall
provide handicap access in accordance with the Uniform Building
Code (UBC), and the Uniform Federal Accessibility Standards (UFAS)
. d the :Federal Americans with Disabilities Act (ADA).
Mechanical Equipment: All roof-mounted and ground level
mechanical equipment, on new or remodeled structures on site, which
are visible from the public right of way shall be screened with similar
building materials subject to the approval of the Community
Development Director.
,
Protection
Warehouse/Retail: All new or remodeled buildings shall
comply with requirements of the Central Fire District. Applicant
shall provide Fire sprinklers and Type V-one hour construction
for the new warehouse retail, as permitted for allowable area
increases. UBC 506 A.
Hotel Expansion: All new construction shall provide one (1)
hour fire resistive construction for all walls and floors of the
new hotel expansion. UBC 1202 B.
Area Separation/Hotel Expansion: All new construction shall
provide an area separation for the new hotel expansion as
required subject to allowable area increases for the existing hotel.
UBC 506 A.
f//IIIfExiting Requirements: All new and renovated tenant spaces
(units) with retail occupancies that allow 50 or more persons
based on 30 sq.ft. per occupant must show two means of egress
separated by one half of the overall diagonal dimensions of
served area. UBC chapter 3303 - Table 33A
~ andscaping
~lf. Site Landscape Plan: Applicant shall provide the required 10%
landscaping on site per the zoning ordinance. Alllandscaping
shall satisfy the City's Water Efficient Landscape (WELS)
standards. All landscape plans shall be submitted to the City for
review and subject to approval by the Community Development
tor.
Tree Wells: Applicant shall install 15-gallon shade trees in
designat~d }ocations on site ~n all perimeter parking areas of a
/ / ,/.' . -/ .. ,-
//, /{ " '
../. I
City Council Resolution - S 94-08/UP 94-19 - The Pruneyard
Adopted on February 7,1995
Page 10
,
I
size and type acceptable to the City in conformance with the
approved site plan.
Tree Protection Plan: Applicant shall provide tree protection
plan indicating trees to be protected and maintained on site.
Streets cape Trees and Landscaping: All street trees shall be
installed and maintained in accordance with the Streets cape
Guidelines for Bascom and Campbell Avenues including the
size and type as specified by the City and approved on the final
site plan.
Northwest Corner: Applicant shall install landscaping from
Creek Trail Access to hotel expansion along northern property
line. Improvements shall include pedestrian connection from
Creek Trail into site.
15. ,nstruction
Construction and Equipment: Applicant shall utilize
- construction equipment which adequately muffles .. in
accordance with Section 18.02030 of the City of Cam~
Municipal Code. Construction activities and construction
equipment shall comply with all air quality emission policies as
determined by the Bay Area Air Quality Management District
and the Building Official for the City of Campbell.
B.
Construction Activities:
1. Hours of construction shall be limited to 7 _ 5 p.m.
Monday - Friday, and 8 a.m. to 4 p.m. On Saturdays. No
construction activity shall occur on Sundays or Holidays.
The construction site shall be _ered, as necessary, but
not less than twice per day in .as of new construction or
grading where dirt is exposed to control dust.
3. Haul trucks and material st~..: piles shall be covered.
4. .' The construction area and 90unding streets shall be
swept as necessary, but not less than once daily. All areas
shall be adequately fenced for safety per the Building
Official.
2
16. nses: Approval is granted to allow the serving of alcoholic
bever mcluding beer and wine) with meals, at existing or future
sit-down restaurants as designated on the approved site plan.
"
City Council Resolution - S 94-o8/UP 94-19 - The Pruneyard
Adopted on February 7, 1995
Page 11
PASSED AND ADOPTED this 7th day of February 1995, by the following roll
call vote:
AYES:
NOES:
ABSTAINED:
ABSENT:
Councilmembers: Watson, Dougherty, Conant, Wilkinson, Burr
Councilmembers: None
Councilmembers: None
Councilmembers: None
ATIEST:
tL~
Anne Bybee, City Clerk
APPROVE~ ~~
Donald R Burr, Mayor
THE FOREGOING ION:~R~~E;~EI~:IG~~~~
AND CORRECT C _
ON FILE IN THIS OFFIC".
G'TY CLER1<, CITY
ATTEST: ANnE BYBEE, .
o AMPBELL. CALIFORNIA.
t8(j CleJL
Ci/r (leom/lfNI!
City
Council
Report
ITEM NO: 15.
CATEGORY: Public Hearing
MEETING DATE: February 7, 1995
TITLE
Site and Architectural approval for retail area building modifications, and
modifications to site parking, landscaping, and circulation. Use permit approval for
a hotel expansion, and restaurants serving alcohol, utilizing shared on-site parking
and providing outdoor seating.
RECOMMENDATION
That the City Council take an action approving the proposed site and architectural
modifications and the use permit subject to conditions of approval.
DISCUSSION
Background: This item was considered by the Planning Commission on January 24,
1995. The proposed project is consistent with both the current zoning and General
Plan designations for the site.
Development Proposal: The applicant is requesting a Site and Architectural
approval to allow the reconfiguration of existing parking areas and additional
landscaping throughout the site, and to demolish and reconstruct portions of
structures on the retail portion of the site. A use permit is also required for the
project to allow an outdoor food service kiosk, an expansion of the hotel (PruneYard
Inn) by 50 rooms, and to allow restaurants to serve alcohol until 11:00 p.m.,
continue the previous site approval for shared on-site parking, and to provide
outdoor seating.
The proposed changes will result in the retail floor area being decreased from
268,518 square feet to 255,857 square feet. The hotel floor area will increase from
64,962 square feet to 84,792 square feet. The floor area of the office towers will
remain the same but the amount of area dedicated to office uses will be increased
from 224,475 square feet to 234,244 square feet.
Building Design: The design of the new anchor retail building at the southeast /-;:;? . L. /
corner of the site is also being considered as part of this application. The building V ~~ 9'Z'~
will consist of approximately 42,000 square feet of floor area and will be a one story
building ranging in height from 25-27 feet. The building features a pedestrian arcade
along the Bascom and Campbell Avenue frontages with columns and a projecting
awning treatment.
The upper portions of the building frontages are proposed to be flat with two inch
indentions aimed at providing additional detailing. Additional modulation of this
part of the building can be achieved through further design study.
City Council Report - February 7, 1995
S 94-OB/UP 94-19 - The Pruneyard
Page 2
Specific designs for the pruneyard Inn expansion, the relocated Bank of America
building, and the other retail! commercial pad, to be located somewhere along
Campbell Avenue, are not under review with this application. When development
of these buildings is proposed, the application is subject to the Site and Architectural
Review Committee's (SARC) review, and approval of the Planning Commission.
Site Desi~n: The proposed site plan will improve existing pedestrian and vehicular
on-site circulation and traffic flow. One of the main features of the redevelopment
project is the new central driveway or "Main Street" concept which will allow
greater tenant visibility and access and circulation throughout the pruneyard site.
The applicant also proposes to install shade trees in the parking lot area around the
office towers, and to install the City's adopted Streetscape Standards on Campbell
and Bascom Avenues.
Parking: The project was originally approved with shared parking on-site for all
allowed uses. The site will continue to function in its same capacity with respect to
parking. However, after site improvements are made to provide a more efficient
parking layout, 73 additional spaces will be provided on site. Parking calculations
presented in the Planning Commission report are provided for current day
comparison purposes only.
Traffic & Circulation: A traffic report was prepared for this project by the project
applicant. The report concludes that additional traffic will be generated by this
project but it will not have a significant impact on local streets and intersections.
The report does not consider the on- and off-site impacts at the Campbell and Union
Avenue driveways and intersection, or the driveway at the northern property line.
Excerpts from the traffic report are included to provide additional information on
the report's conclusions regarding the project related traffic impacts on Bascom,
Campbell and Union Avenues. Staff is working with the applicant to address these
issues. Additionally, staff is working with the applicant to reach a resolution
regarding the future extension of Campisi Way to the site. These remaining issues
regarding the site have not been resolved at the time of writing this report. Staff
will report on the status of those development issues at the Council meeting.
ALTERNATIVES
1) Deny the Recommendation of the Planning Commission for approval of
S 94-08/UP 94-19.
2) Modify the Approval. That the City Council adopt additional conditions
of approval or findings and/or require additional design alternatives and
uphold the decision of the Planning Commission.
City Council Report - February 7, 1995
5 94-08/UP 94-19 - The Pruneyard
Page 3
Attachments:
1. Draft Resolution for Project Approval.
2. Excepts of Traffic Report prepared by the Project Applicant. *
3. City Traffic Engineer Report dated January 24, 1995.
4. Planning Commission report of January 24, 1995.
5. Draft Minutes & Resolution from the January 24, 1995,
Planning Commission meeting.
6. Suggested Modifications to Findings.
APPROVED BY:
-
PREPARED BY:
REVIEWED BY:
~
RESOLUTION NO. 2950
BEING A RESOLUTION OF THE PLANNING COMMISSION
OF THE CITY OF CAMPBELL RECOMMENDING
APPROVAL OF A SITE AND ARCHITECTURAL PERMIT
FOR SITE MODIFICATIONS AND A USE PERMIT FOR A
HOTEL EXPANSION AND RESTAURANT USES SERVING
ALCOHOL, UTILIZING SHARED ON-SITE PARKING AND
PROVIDING OUTDOOR SEA TING FOR PROPERTY
LOCATED AT 1875 S. BASCOM AVENUE (THE
PRUNEY ARD).
After notification and public hearing as specified by law on the application of
Mr. David Word, on behalf of Pruneyard Associates, for approval of a Site and
Architectural permit to reconfigure existing retail space, construct new retail
space, modify on-site pedestrian and vehicular circulation, and parking and
landscaping; and a Use Permit to allow hotel expansion, the sale of alcoholic
beverages at restaurants, outdoor seating and the continuation of shared
parking facilities, after presentation by the Community Development
Director, proponents and opponents, the hearing was closed.
After due consideration of all evidence presented, the Planning Commission
did find as follows with respect to applications S 94-08/UP 94-19:
1. The proposal is consistent with the General Plan and Zoning
designations which indicate a Commercial land use for this property.
2. The proposed site improvements of 13 percent on site landscaping and
streetscape improvements adequately address the aesthetic concerns
related to the project/site.
3. The proposed parking and circulation with the recommended
conditions of approval creates a project which integrates the proposed
uses on site.
4. No substantial evidence has been presented which shows that the
project, subject to conditions of approval, will have a significant
negative impact on the environment.
5. There is no evidence before the City determining that the proposed
project will have a significant negative impact on wildlife resources.
6. The City of Campbell has prepared an Initial Study for the project in
order to determine if the project would have a significant
environmental impact.
Planning Commission Resolution No. 2950
S 94-08/UP 94-19 - The Pruneyard
Adopted on January 24, 1995
Page 2
7. Adequate on site parking and circulation has been provided for the
proposed project and the commercial, office and retail uses on site.
8. All proposed uses are compatible within the site and with adjacent
land uses.
9. Traffic improvements are required based on potential traffic conflicts as
a result of the proposed project.
10. Storm drainage easement is required to address additional runoff as a
result of this project.
Based upon the foregoing findings of fact, the Planning Commission further
finds and concludes that:
1. The proposed project, with conditions of approval, is consistent with
the policies of the General Plan and the Zoning Ordinance in effect at
the time of the application submittal and is consistent with uses in the
immediate area.
2. The proposed project will aid in the enhancement and the harmonious
development of the immediate area. The establishment, maintenance,
or operation of the use will not be detrimental to the public health,
safety, peace, morals, comfort or general welfare of persons residing or
working in the neighborhood of such proposed use.
3. The proposed use will not be detrimental or injurious to property and
improvements in the neighborhood or to the general welfare of the
City and its residents.
4. The proposed project with the conditions imposed, will not have a
significant adverse impact on the environment and a Negative
Declaration has been prepared for the project.
5. The proposed site is adequate in size and shape to accommodate the
proposed use and site improvements.
6. These conditions are required as related and proportional to the
impacts of the project.
Planning Commission Resolution No. 2950
S 94-OS/UP 94-19 - The Pruneyard
Adopted on January 24,1995
Page 3
7. The proposed use (restaurants serving alcohol) will not result in an
over-concentration of such uses in the area, create a nuisance, disturb
the pease of nearby residents or cause a significant increase in the
demand on City services because the proposed use will operate within
hours allowed under the Ordinance.
Further, the applicants are notified as part of this application that they are
required to comply with all applicable Codes and Ordinances of the City of
Campbell and the State of California which pertain to this application and are
not herein specified. And, that this approval is granted subject to the
following Conditions of Approval:
1. Project Approval: Approval of this project allows the following:
A. Site modifications, including reconfiguration and construction
of retail space in accordance with plans date stamped December
29, 1994 (Exhibit A).
B. On-site pedestrian and vehicular circulation;
C Reconfigured parking and landscaping;
D. Use Permit to allow hotel expansion; and
E. Use Permit for restaurants with outdoor seating, on site sale of
alcohol and shared parking facilities.
F. Open area food kiosk to be located in plaza adjacent to UA
Cinema.
2. Future Site Construction (Hotel Expansion and Satellites): Final plans
for the hotel expansion and "satellite" retail pads are subject to review
by the Site and Architectural Review Committee and approval prior to
issuance of building permits. Retail pad on Campbell can be located
anywhere along Campbell Avenue subject to Site and Architectural
Review Committee approval.
3. Signs
A. Signage Program: Applicant shall prepare a master signage
program for all signs on site which are intended for the
advertisement of uses within the site. Said program shall
conform with the sign ordinance and shall include all wall
mounted, projecting and free standing signs. All new signs shall
conform to sign program in effect at the time of filing.
Planning Commission Resolution No. 2950
S 94-OB/UP 94-19 - The Pruneyard
Adopted on January 24, 1995
Page 4
B. Freeway Signs: All freeway oriented signs require final approval
from the City Council.
4. Parcel Map/Parcel Consolidation: Parcel map shall be recorded which
eliminates any conflicts with existing or proposed buildings and is not
in conflict with any health, safety or other codes as applicable.
Owner / Applicant shall also develop a formula for calculating
participation in Campisi extension in conjunction with filing of parcel
map. (Subject to further discussion)
5. Public/Street Improvements: Applicant shall construct improvements
found necessary by the City Engineer according to generally accepted
engineering practice. Applicant shall submit existing and proposed
street centerline, monuments, right-of-way lines, public street
improvements and public utility facilities on all required street
improvement plans as follows:
A. Campbell A venue Sidewalk Plans: Submit street improvement
plans for Campbell A venue that include:
1. Demolition of existing curb and gutter, portion of the
roadway and street lighting system.
2. Construction of new concrete curb and gutter with new
curb face located 10 feet southerly of existing curb face, 9.5
foot wide sidewalk and street lighting system. The design
should transition to the existing curb face at the Bascom
A venue curb return to minimize changes to street
improvements at the Bascom Avenue/Campbell Avenue
intersection.
3. Pavement Striping. Markers and Signage Plans: Submit
pavement striping, markers and signage plans along
Campbell A venue to reflect proposed vehicle lanes,
bicycle lanes and on-street parking associated with the
relocated curb and gutter.
4. Relocation of Public Storm Drainage Facilities -
Applicant shall undertake a study in accordance with
generally accepted engineering practice to determine
requirements for relocation of public storm drainage
Planning Commission Resolution No. 2950
S 94-08/UP 94-19 - The Pruneyard
Adopted on January 24, 1995
Page 5
facilities, if required, to meet the conditions of approval.
If required, submit storm drainage relocation plans and/or
public utility relocation plans. On street improvement
plans for Campbell A venue shall include the location of
existing public utilities behind existing back of curb and
identify remaining utilities to be relocated, if any, relative
to the proposed new face of curb.
B. Traffic Signal Interconnect: Design and construct a traffic signal
interconnect conduit below the sidewalk along Campbell
A venue with conductors connecting the existing Bascom
Avenue/Campbell Avenue signal with the proposed modified
signal at Campbell Avenue/Union Avenue. Extend the conduit
with pull rope westerly to a new pullbox at the westerly limits of
the Pruneyard parcel adjacent to the Highway 17 right-of-way.
C Luminaires: Install new city-provided luminaires, if necessary
as determined by the City Engineer, on Campbell and Bascom
Avenues (to be furnished at no cost to the developer) in
conjunction with the Bascom and Campbell A venue sidewalk
improvements.
D. Relocation of Traffic Signals and Loop Detectors: Submit plans
for relocation of traffic signals and loop detectors at the Bascom
Avenue/Campbell Avenue intersection if relocation of traffic
signal facilities are necessitated due to proposed street
improvements and conditions of approval. APPLICANT
PROPOSES TO ELIMINATE THIS CONDmON.
E. Driveway Approaches: Relocate the two existing westerly
Campbell Avenue driveway approaches (northbound into
Pruneyard and southbound from Pruneyard) to a combined
driveway with a fully signalized intersection at Union Avenue.
Replace existing driveways with curb, gutter and sidewalk to
conform to proposed Campbell A venue street improvements.
APPUCANT PROPOSES TO ELIMINATE THIS CONDmON.
F. Boulevard Treatment/Bascom Avenue: Submit plans for
review and approval of the Planning and Public Works
Departments for construction of Bascom Avenue boulevard
treatments that include construction/modification of concrete
sidewalks, street trees, landscaping and irrigation in
Planning Commission Resolution No. 2950
S 94-08/UP 94-19 - The Pruneyard
Adopted on January 24,1995
Page 6
conformance with the City's Streetscape Policy.
G. Bascom Avenue (Northern) Driveway Modifications: Submit
engineered design plans for two northbound left turn lanes from
the site. Design to include: loop detectors, sidewalks and street
striping and landscaped pedestrian median. Construction of
improvements shall be provided by the City at the City's
expense.
H. Speed Bumps: Submit plans showing the location and
replacement of all on-site speed bumps with City-approved
speed undulations (speed bumps).
I. Relocate Bascom Avenue Driveway: Relocate the existing
southerly Bascom Avenue driveway approximately 160 feet
northerly. Replace existing driveway approach with curb, gutter
and sidewalk to conform to Bascom A venue boulevard
treatment design.
J. Underground Utilities: Install new on-site utilities
underground per Section 20.36.150 of the Campbell Municipal
Code for any new or remodeled buildings. Provide evidence
from all utility companies that the proposed development
modifications can be served. Comply with the plan submittal,
permit and fee requirements of the utilities associated with new
or modified service connections.
K. Grading and Drainage Plans: All grading plans shall meet City
standards as deemed appropriate for the proposed development.
A grading permit shall be issued in conjunction with building
permits.
1. Plans: Submit grading and drainage plans with hydrology
and hydraulic calculations for existing on-site drainage
improvements and for proposed on-site grading
improvements showing proposed pad elevations of new
structures, existing and proposed on-site and off-site
grading and storm drainage systems and controlled site
drainage onto public right-of-way.
Planning Commission Resolution No. 2950
S 94-08/UP 94-19 - The Pruneyard
Adopted on January 24, 1995
Page 7
2. Grading/Erosion Control Plans: Submit final grading, grading
and erosion control plans to the Planning and Public Works
Departments for approval prior to issuance of building or
grading permits.
3. Storm Drainase Easement: Record a 2o-foot wide storm
drainage easement parallel and immediately adjacent to
the westerly boundary of the pruneyard.
L Encroachment Permits: Submit application for an
encroachment permit(s), pay fees and post surety for all
construction within the City's right-of-way.
M. National Pollutant Discharge Elimination Permit (NPDES): Be
advised that the Regional Water Quality Control Board will
require that all construction on sites larger than five acres will
require the project to be covered by a National Pollutant
Discharge Elimination (NPDES) permit. Permit conditions may
require construction and post-construction storm water
management plans. The applicant is responsible for obtaining
this permit, providing plans and paying associated fees.
N. Utilities: All utilities and utility pedestals for new or modified
building areas shall be diagramed on a site utility plan indicating
the location of the pedestals and how the equipment will be
screened prior to the installation of any utility pedestals
(transformers) on site, subject to the review and approval by the
Community Development Director.
6. Site Plan
A. Final Site Plan: All final site plans including satellite pad
locations, and location of pedestrian walkway and landscaping,
shall be submitted to the City for review and subject to approval
by the Community Development Director for substantial
compliance with approved plans prior to issuance of building
permi ts.
B. Development Schedule: Applicant shall begin construction
within one (1) year of final approval.
Planning Commission Resolution No. 2950
S 94-08/UP 94-19 - The Pruneyard
Adopted on January 24,1995
Page 8
C Parking and Striping: Consistent site parking striping (either 60,
75 or 90 degree angled parking) within specified areas.
D. Parking and Driveways: All parking and driveway areas shall be
developed in compliance with Chapter 21.50 of the Campbell
Municipal Code, including parking modifications as approved by
E. Pedestrian Connections: Applicant shall install pedestrian
walkway connections from the public right of way as indicated
on the site plan. Site plan shall reflect site improvements
including pedestrian connections throughout the site.
F. Future Development: Applicant shall obtain a Special
Development Permit from the City Council for all future
development occurring in the Office (0) Overlay zone.
7. Dedication to City: Applicant shall dedicate additional right of way on
Bascom A venue to back of sidewalk and record proper right of way to
City as specified by the Public Works Department. Area to be dedicated
shall include the 10-foot wide landscaped parkway and the 7-foot wide
public sidewalk.
8. Garbage Collection: Trash containers of a size and quantity necessary
to serve new or modified building areas shall be located in areas
approved by the Fire Department. Unless otherwise noted, enclosures,
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 and have a level area
adjacent to the trash enclosure area to service these containers.
9. New Retail Building Elevations
A. Building Desizn: Applicant shall continue to work with staff on
resolving articulation of building facade to provide consistency
of building elements and details within the retail center.
Exterior facade details shall be resolved prior to issuance of
building permits.
B. Building Treatment: Applicant shall submit plans indicating
pedestrian level building treatment, colors and materials. Plans
shall include architectural features such as street furniture,
bicycle parking facilities, landscape planters, windows, and the
like. These plans shall be consistent with the center and City of
Planning Commission Resolution No. 2950
S 94-08/UP 94-19 - The pruneyard
Adopted on January 24, 1995
Page 9
Campbell design and development standards, and are subject to
review and approval by the Community Development
Department.
10. Demolition Permit: Applicant is required to obtain a building permit,
subject to review and approval by the Building Official prior to
issuance of a demolition permit unless otherwise approved by the
Building Official.
11. Handicapped Accessibility: All new and remodeled buildings shall
provide handicap access in accordance with the Uniform Building
Code (UBC), and the Uniform Federal Accessibility Standards (UFAS)
and the Federal Americans with Disabilities Act (ADA).
12. Mechanical Equipment: All roof-mounted and ground level
mechanical equipment, on new or remodeled structures on site, which
are visible from the public right of way shall be screened with similar
building materials subject to the approval of the Community
Development Director.
13. Fire Protection
A. Warehouse/Retail: All new or remodeled buildings shall
comply with requirements of the Central Fire District. Applicant
shall provide Fire sprinklers and Type V-one hour construction
for the new warehouse retail, as permitted for allowable area
increases. UBC 506 A.
B. Hotel Expansion: All new construction shall provide one (1)
hour fire resistive construction for all walls and floors of the
new hotel expansion. UBC 1202 B.
C Area Separation/Hotel Expansion: All new construction shall
provide an area separation for the new hotel expansion as
required subject to allowable area increases for the existing hotel.
UBC 506 A.
D. Exiting Requirements: All new and renovated tenant spaces
(units) with retail occupancies that allow 50 or more persons
based on 30 sq. ft. per occupant must show two means of egress
separated by one half of the overall diagonal dimensions of
served area. UBC chapter 3303 - Table 33A
Planning Commission Resolution No. 2950
S 94-08/UP 94-19 - The Pruneyard
Adopted on January 24, 1995
Page 10
14. Landscaping
A. Site Landscape Plan: Applicant shall provide the required 10%
landscaping on site per the zoning ordinance. All landscaping
shall satisfy the City's Water Efficient Landscape (WELS)
standards. All landscape plans shall be submitted to the City for
review and subject to approval by the Community Development
Director.
B. Tree Wells: Applicant shall install 15-gallon shade trees in
designated locations on site in all perimeter parking areas of a
size and type acceptable to the City in conformance with the
approved site plan.
C Tree Protection Plan: Applicant shall provide tree protection
plan indicating trees to be protected and maintained on site.
D. Streetscape Trees and Landscaping: All street trees shall be
installed and maintained in accordance with the Streetscape
Guidelines for Bascom and Campbell A venues including the
size and type as specified by the City and approved on the final
site plan.
E. Northwest Corner: Applicant shall install landscaping from
Creek Trail Access to hotel expansion along northern property
line. Improvements shall include pedestrian connection from
Creek Trail into site.
15. Site Construction
A. Construction and Equipment: Applicant shall utilize
construction equipment which adequately muffles noise in
accordance with Section 18.02.030 of the City of Campbell
Municipal Code. Construction activities and construction
equipment shall comply with all air quality emission policies as
determined by the Bay Area Air Quality Management District
and the Building Official for the City of Campbell.
Planning Commission Resolution No. 2950
S 94-OB/UP 94-19 - The Pruneyard
Adopted on January 24,1995
Page 11
B. Construction Activities:
1. Hours of construction shall be limited to 8 a.m. to 5 p.m.,
Monday - Friday. (APPliCANT SEEKS A CONSTRUCT-
ION START TIME OF 7 a.m. AND APPROVAL OF SAT-
URDA Y CONSTRUCTION HOURS FROM 7 a.m. to 5
p.m.)
2. The construction site shall be sprinklered with water, as
necessary, but not less than twice per day, in areas of new
construction or grading where dirt is exposed, to control
dust.
3. Haul trucks and material stockpiles shall be covered.
4. The construction area and surrounding streets shall be
swept as necessary, but not less than once daily. All areas
shall be adequately fenced for safety per the Building
Official.
16. Liquor Licenses: Approval is granted to allow the serving of alcoholic
beverages (including beer and wine) with meals, at existing or future
sit-down restaurants as designated on the approved site plan.
PASSED AND ADOPTED this 24th day of January, 1995, by the following roll
call vote:
AYES:
NOES:
ABSTAINED:
ABSENT:
Commissioner:
Commissioner:
Commissioner:
Commissioner:
A TIliST:
APPROVED:
Jane Meyer-Kennedy, Chair
"'
JRN-30-1995 11:41 BKF 5J
I Brian Kangas f 1k
408 436 1194 P.01
9al Ridder Park Dr.. #100
San Jose, CA 95131
408-436-7500 FAX 408-436-'194
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TOTRL P.02
MEMORANDUM
CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT
TO:
Pruneyard Redevelopment File
DATE: January 24, 1995
FROM: Ron Marquez, P.E.
SUBJECT: Recommended Circulation Improvements
The purpose of this memorandum is to document the analysis and findings of
the review of the driveway entrances for the Pruneyard Shopping Center on Campbell
Avenue in Campbell California.
The traffic analysis prepared by the developer by Brian Kangas Foulk is
focused primarily on the major intersections on the area, it was intended to identify
any concerns that the Santa Clara County Congestion Management Agency(CMA)
may have with the project. The study concluded that the intersections critical to the
CMA would not be significantly, using the CMA definition) affected by the project.
The Public Works staff concerns are more comprehensive. Of particular
concern is the effect of the 1700 trips per hour on the street system adjacent to
Campbell Avenue. We have previously identified pedestrian and queuing concerns at
the northern Bascom Avenue entrance to the site. An improvement of this intersection
has been proposed to address the various concerns. The focus of this memorandum
is the effect of traffic increases at the main entrance to the property along Campbell
Avenue.
This main driveway is divided into an entrance and an exit and separated by
125 feet. The exit driveway is separated from Union Avenue by 100 feet. The
proximity of all these movements to each other result in numerous weaving conflicts
on Campbell Avenue. A level of service analysis for the driveway intersection with
Campbell Avenue identified that left turn movements into the site would result in long
traffic delays (LOS D) and the exiting left turns would experience very long traffic
delays (LOS E). The traffic volume at the pruneyard Entrance meets signal warrants,
however, a signal this close to the Union Avenue signal would not operate effectively
and would reduce the effectiveness of the system.
An average of two accidents per year have resulted at the driveway entrances
over the last four years. These accidents have been the result of movements into and
out of the project site.
rjrn
Page 2
January 24, 1995
I!
pruneyard Recommended Circulation
We have evaluated a number of options for combining the entrances and exits
to the site. The most favorable alternative from a traffic point of view is to combine
the driveways at a point opposite the Union Avenue intersection. This would provide
signalized control for both egress and ingress to the site with only a little additional
delay on Campbell Avenue and relatively little cost. We have evaluated the operation
of such a signal and have estimated that it would operate at a level of service C-.
Attached are the LOS worksheets developed as part of this analysis.
fJID
1985 HeM: UNSIGNALIZED INTERSECTIONS
'age-1
*********************************************************.-..-.....-.
IDENTIFYING INFORMATION
............................................................-.....--.
AVERAGE RUNNING SPEED, MAJOR STREET.. 35
PEAK HOUR fACTOR.....................
AREA POPULATION...................... 150000
NAME OF THE EAST/WEST STREET......... CAMPBELL
NAME OF THE NORTH/SOUTH STREET....... PRUNEYARD
NAME OF THE ANALyST.................. RJM
DATE OF THE ANALYSIS (mm/dd/yy)...... 01-23-1995
TIME PERIOD ANALyZED................. PM PEAK
OTHER INFORMATION.... PRUNEYARD TRAFFIC WITH REDEVELOPMENT
INTERSECTION TYPE AND CONTROL
----------------.------------------------------------------.---------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------.-.-.-.-..---.-.--
EB
WB
NB
SB
LEFT
160
o
34
THRU
1332
~5
o
RIGHT
o
11
1M
NUMBER OF LANES
-----------------------------------------------------------..------.-
EB
w
NB
SB
LANES
2
2
2
ADJUSTMENT FACTORS
P.ge-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
EASTBOUND
0.00
90
20
N
WESTBOUND
0.00
90
20
N
IlORTHBOUND
SOUTHBOUND 0.00
90
20
N
VEHICLE COMPOSITION
---------------------------------------------------------------------
% SU TRUCKS % COMBINATION
AND RV'S VEHICLES X MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0 D 0
WESTBOUND 0 0 0
NORTHBOUND
SOUTHBOUND D 0 0
CR IT I CAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Teble 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
SB 5.70 5.70 0.00 5.70
MAJOR LEFTS
EB 5.60 5.60 0.00 5.60
MINOR LEFTS
SB 7.30 7.30 0.00 7.30
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET...... CAMPBELL
NAME OF THE NORTH/SOUTH STREET.... PRUNEYARD
DATE AND TIME OF THE ANALySiS..... 01-23-1995 ; PM PEAK
OTHER INFORMATION.... PRUNE YARD TRAFFIC WITH REDEVELOPMENT
CAPACITY AND LEVEL-Of-SERVICE
..._w_.________._________....______..________________..-.-----------.
'...-3
MOVEMENT
MINOR STREET
58 LE FT
RIGHT
MAJOR STREET
EB LEFT
POTEN-
FL~- TlAL
RATE CAPACITY
v(pcph) c (pcph)
p
ACTUAL
MOVEMENT
CAPACITY
c (pcph)
M
SHARED
CAPACITY
c (pcph)
SH
RESERVE
CAPACITY
C . C - v
R SH
LOS
------- -------- --------- ------------ -.----------
37
202
176
IDENTIFYING INFORMATION
66
634
40
634
40
634
2 E
431 A
367
367
367
191
D
---------------------------------------------------------------------
NAME Of THE EAST/WEST STREET...... CAMPBELL
NAME OF THE NORTH/SOUTH STREET.... PRUNEYARD
DATE AND TIME OF THE ANALySIS..... 01-23-1995 : PM PEAK
OTHER INFORMATION.... PRUNEYARD TRAFFIC WITH REDEVELOPMENT
"..APSSI
COMPREHENSIVE ANALYSIS PROGRAM
FOR A SINGLE SIGNALIZED INTERSECTION *
01 -2, .J
SOLUTION USING PREDETERMINED CYCLE TIMES
CAMPBELL & UNION (PRUNEYARD IMPR
MoY...,t
Ph..e 1 - 15 secs
Phase 2 - 0 secs
Ph..e 3 - 50 secs
Phase 4 - 20 secs
Phase 5 - 0 secs
Phase 6 - 0 secs
I
I
Critical MYmt-**
Peak 15 Vol -vph
Saturation -vph
Lost time -sec
Relative Sat 'X'
Effective Gr-sec
Move Time -see
Min/Ped Time-sec
Prog Factor PAF
AvDelay/veh -sec
Level of Service
Av.'Q'/ lane veh
Veh Stopping X
Do Veh Clear ?
EBT
x
X
1015
3800
2.00
0.47
48
50
8
1.00
8
B+
5
59
YES
EBL
X
X
EBR
X
X
SIT
SBL
X
84
1750
2.00
0.23
18
20
6
1.00
21
C-
2
83
YES
SIR
X
X
I
WIT
P.M Peak Hour
FLN: Clllbl \nlI'l
Scenario 2
WlL
X
I
.T
-**
160
1750
2.00
0.60
13
15
6
1.00
28
D+
3
93
YES
943
1750
2.00
0.95
48
50
8
1.00
27
D+
10
94
YES
x
134
1750
2.00
0.20
33
35
10
1.00
13
B-
2
66
YES
W8R
x
X
-*
a14
3800
2.00
0.38
48
50
a
1.00
8
B+
4
56
YES
267
1750
2.00
1.00
13
15
6
1.00
69
F
6
100
NO
11
Shrd
I I
>>>> Intersection unstable <<<<
Whole Intersection - Yeighted Av Delay (sec). 24 Level of Service. C-
Critical Movements - Yeighted Av Delay (sec). 40 Level of Service. E+
" " - Intersection Capacity Utilization (ICU). 0.97
Predetermined Cycle Length is as seconds (Min. times may not be satisfied)
* CAPSSI (Release 11) - Based on Delay Methodology Per 1985 Highway Capacity Manual
NIL
.R
x
x
-
534
3250
2.00
0.98
1a
20
6
1.00
48
E
7
100
NO
143
Shrd
Attachment 6
SUGGESTED MODIFICATIONS TO FINDINGS
9. The site will have an increased occupancy with proposed renovations
including new restaurants, a hotel expansion, and a new retail
building constructed on site.
10. The existing off-site conditions adjacent to the ingress and egress
access points for the site create Level Of Service (LOS) and
circulation impacts. Conditions of Approval 6-(e,f,h & j) are
required to address traffic increases:
a) 146 additional trips will be generated in the peak hour and
will result in a decreased LOS;
b) A signalized intersection with combined driveways will
eliminate the problem driveway(s) and modify the
existing Union and Campbell Avenue intersection.
REVISED CONDITIONS OF APPROVAL FOR
THE PRUNEYARD
After discussioilS with ~he project proponent, staff is submitting revised
conditions of approval :"t the applicant's request.
Pubt{(. ~'0 'Jl'i )qS
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[2.eY2-fV'I'f'f .eP~ V.J, ~~'Nj e~t-
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Attachment '2
CONDITIONS OF APPROVAL FOR FILE NO. S 94-08IUP 94-19
SITE ADDRESS: 1875 S. BASCOM AVENUE
APPLICANT: DAVID R. WORD, WILLIAM WILSON & ASSOCIATES
P.e. MEETING: JANUARY 24, 1995
The applicant is hereby notified, as part of this application, that he/she is required to
meet the following conditions in accordance with the Ordinances of the City of
Campbell and the State of California. The lead department with which the applicant
will work is identified on each condition. Additionally, the applicant is hereby
notified that he/she is required to comply with all applicable Codes or Ordinances of
the City of Campbell and the State of California that pertain to this development
and are not herein specified.
1. Project Approval - Approval of this project allows the following:
A. Site modifications, including reconfiguration and construction of retail
space in accordance with plans date stamped (Exhibit A).
B. On-site pedestrian and vehicular circulation;
C Reconfigured parking and landscaping;
D. Use Permit to allow hotel expansion; and
E. Use Permit for restaurants with outdoor seating, on site sale of alcohol
and shared parking facilities.
F. Open area food kiosk to be located in plaza adjacent to UA Cinema.
2. Future Site Construction (Hotel Expansion and Satellites) - Final plans for
the hotel expansion and "satellite" retail pads are subject to review by the Site
and Architectural Review Committee and approval prior to issuance of
building permits. Retail pad on Campbell can be located anywhere along
Campbell Avenue subject to Site and Architectural Review Committee
approval.
3. Signs
A. Si~nage Program - Applicant shall prepare a master signage program
for all signs on site which are intended for the advertisement of uses
within the site. Said program shall conform with the sign ordinance
and shall include all wall mounted, projecting and free standing signs.
)19 sigR &lull ge iRstallea \mal SHeA applieati9R is appr9~.~es os a
permit issl:Iee BY tae C9IRR\l:lRity D~~el9fJReRt DepartlReRt.
All new signs shall conform to sign program in effect at the time of
filing.
B. Freeway Signs - All freeway oriented signs require final approval from
the City Council.
Conditions of Approval- S 94-08/UP 94-19
1875 S. Bascom Avenue - The Pruneyard
Page 2
~
-i.
6.
4.
Parcel Map/Parcel Consolidation Ap,lisilRt sRaU S\I8:Rt a pHeel lRap
re€SraiRg tRe site as eRe pareel. 'fAe appHeaRt Ras tAe aBility te apply fer
MtRer ieRtath:e pHeelmap te s\iSQi"lhie site) sYBjeet ie City appre?:al.
Parcel map shall be recorded which eliminates any conflicts with existing or
proposed buildings and is not in conflict with any health, safety or other codes
as applicable. Owner/Applicant shall also develop a formula for calculating
participation in Campisi ertension in conjunction with filing of parcel mal'.
(Subject to future discussion) ~ ~ees! nrd-h.o~~ ..J-o ~ -fo./ Rf-vyf
etf€-^Jfoo ot- ~ {Ii -For ~ E.ffMlJ/V(> ,
Traffie Cire\llaseR Nor ~ -to CcnJWr..t ttJ~ '
l'_. C~mpisi Dedi€atieR l'..pplisant &lull sUer fer dedieaseR a liRe lnHld"
area eR swBjeet pFeperty te pFe\~ide fer tAe fuMe eKteRSieR ef CiHRpisi
Way. -^-pplieaRt &Rall 'Pe a&&e&&ea a pJ:epertieRal eeRtris1IltieR fer
installaB9R sf iRe Campisi v.Tay exteRsieR as aeterRY.Rea sy a A.tt\lre
stYQ)". l'..,plieaRt Ret reE{Yires te eXieRs Campisi wHit tRis
de"7elepmeRt.
Public/Street Improvements - Applicant shall construct improvements found
necessary by the City Engineer according to generally accepted engineering
practice. Applicant shall submit existing and proposed street centerline,
monuments, right-of-way lines, public street improvements and public utility
facilities on all required street improvement plans as follows:
A. Campbell Avenue Sidewalk Plans - Submit street improvement plans
for Campbell Avenue that include:
1. Demolition of existing curb and gutter, portion of the roadway
and street lighting system.
2. Construction of new concrete curb and gutter with new curb face
"located 10 feet southerly of existing curb face, 9.5 foot wide
sidewalk and street lighting system. The design should
transition to the existing curb face at the Bascom Avenue curb
return to minimize changes to street improvements at the
Bascom Avenue/Campbell Avenue intersection.
3. Pavement Striping. Markers and Signage Plans - Submit
pavement striping, markers and signage plans along Campbell
A venue to reflect proposed vehicle lanes, bicycle lanes and on-
street parking associated with the relocated curb and gutter.
Conditions of Approval- S 94-08/UP 94-19
1875 S. Bascom A venue - The Pruneyard
Page 3 .
4. Relocation of Public Storm Drainage Facilities - Applicant shall
undertake a study in accordance with generally accepted
engineering practice to determine requirements for relocation of
public storm drainage facilities, if required, to meet the
conditions of approval. H required, submit storm drainage
relocation plans and/or public utility relocation plans. On street
improvement plans for Campbell Avenue shall include the
location of existing public utilities behind existing back of curb
and identify remaining utilities to be relocated, if any, relative to
the proposed new face of curb.
~ ),{eeiR2d Traffie SigRal Sysmit plaRS aRe eeRstryet a eeJRplete
JR9e.iUee. kame sigRal at tae iRteJ:seeti9R 9f CampBell .^_\'eRye aRe.
URi9R f..veRye, aeeeptaBle te tRe Ci~' l!RglReef aRe. Traffie l!RgiReer.
~igRal e.esiga t9 iRelye.e J:eplaeeJReRt ef existiRg kaffie e9R9'eUer ane.
iRstallati9R 9f le9' e.eteeteJ:s.
C Traffic Signal Interconnect - Design and construct a traffic signal
interconnect conduit below the sidewalk along Campbell Avenue with
conductors connecting the existing Bascom Avenue/Campbell Avenue
signal with the proposed modified signal at Campbell Avenue/Union
Avenue. Extend the conduit with pull rope westerly to a new pullbox
at the westerly limits of the Pruneyard parcel adjacent to the Highway
17 right-of-way.
D. Luminaires - Install aRe/9F replaee Ci~' pF9~'-ie.ee. new city provitkd
luminaires, if necessary as determined by the City Engineer, on
Campbell and Bascom Avenues (to be furnished Rt no cost to the
developer) in conjunction with the BRscom Rnd CRmpbell Avenue
sidewRlk improvements.
E. Relocation of Traffic Signals and Loop Detectors - Submit plans for
relocation of traffic signals and loop detectors at the Bascom
Avenue/Campbell Avenue intersection if relocation of traffic signal
facilities are necessitated due to proposed street improvements and
conditions of approval. APPUCANT PROPOSES TO ELIMINATE THIS
CONDmON.
Conditions of Approval- S 94-08/UP 94-19
1875 S. Bascom A venue - The Pruneyard
Page 4
~ F.
G.
~
H.
Driveway Approaches - Relocate the two existing westerly Campbell
Avenue driveway approaches (northbound into Pruneyard and
southbound from Pruneyard) to a combined driveway with a fully
signalized intersection at Union Avenue. Replace existing driveways
with curb, gutter and sidewalk to conform to proposed Campbell
A venue street improvements. APPUCANT PROPOSES TO ELIMINATE nus
CONDmON.
Boulevard Treatment/Bascom Avenue - Submit plans for review and
approval of the Planning and Public Works Departments for
construction of Bascom A venue boulevard treatments that include
construction/modification of concrete sidewalks, street trees,
landscaping and irrigation in conformance with the City's Streets cape
Policy .
Bascom Avenue (Northern) Driveway Modifications - Submit
engineered design plans for two northbound left turn lanes from the
site. Design to include: loop detectors, sidewalks aRe street striping
and landscaped pedestrian median. Construction of improvements
shall be provided by the City at the City's expense.
I. Speed Bumps - Submit plans showing the location and replacement of
all on-site speed bumps with City-approved speed undulations (speed
bumps).
J. Relocate Bascom A venue Driveway - Relocate the existing southerly
Bascom Avenue driveway approximately 160 feet northerly. Replace
existing driveway approach with curb, gutter and sidewalk to conform
to Bascom A venue boulevard treatment design.
K. Underground Utilities - Install new on-site utilities underground per
Section 20.36.150 of the Campbell Municipal Code for any new or
remodeled buildings. Provide evidence from all utility companies that
the proposed development modifications can be served. Comply with
the plan submittal, permit and fee requirements of the utilities
associated with new or modified service connections.
L Grading and Drainage Plans - All grading plans shall meet City
standards as deemed appropriate for the proposed development. A
grading permit shall be issued in conjunction with building permits.
Conditions of Approval- S 94-08/UP 94-19
1875 S. Bascom A venue - The Pruneyard
Page 5
1. Plans - Submit grading and drainage plans with hydrology and
hydraulic calculations for existing on-site drainage
improvements and for proposed on-site grading improvements
showing proposed pad elevations of new structures, existing and
proposed on-site and off-site grading and storm drainage systems
and controlled site drainage onto public right-of-way.
2. Grading/Erosion Control Plans - Submit final grading, grading
and erosion control plans to the Planning and Public Works
Departments for approval prior to issuance of building or
grading permits.
3. Storm Drainage Easement - Dedieate te t:Re City Record a 2D-foot
wide storm drainage easement parallel and immediately
adjacent to the westerly boundary of the Pruneyard.
M. Encroachment Permits - Submit application for an encroachment
permit(s), pay fees and post surety for all construction within the City's
right-of-way.
N. National Pollutant Discharge Elimination Permit (NPDES) - Be
advised that the Regional Water Quality Control Board will require
that all construction on sites larger than five acres will require the
project to be covered by a National Pollutant Discharge Elimination
(NPDES) permit. Permit conditions may require construction and post-
construction storm water management plans. The applicant is
responsible for obtaining this permit, providing plans and paying
associated fees.
O. Utilities - All utilities and utility pedestals for new or modified
building areas shall be diagramed on a site utility plan indicating the
location of the pedestals and how the equipment will be screened prior
to the installation of any utility pedestals (transformers) on site, subject
to the review and approval by the Community Development Director.
7. Site Plan
A. Final Site Plan - All final site plans including satellite pad locations,
and location of pedestrian walkway and landscaping, shall be submitted
to the City for review and subject to approval by the Community
Development Director for substantial compliance with approved plans
prior to issuance of building permits.
Conditions of Approval- S 94-08/UP 94-19
1875 S. Bascom A venue - The Pruneyard
Page 6
B. Development Schedule - _A_pplieaRt dull e9mply ''"'itA tAe
de~:elepmeRt Sdu!lihde syelRitted ~9r tAe prejeet, iRehuliRg tile
prejeeted time ef ,rejeet ,RasiRg fer eeRstf'\leQeR. Applicant shall
begin construction within one (1) year of final approval.
C Parking and Striping - Consistent site parking striping (either 60, 75 or
90 degree angled parking) within specified areas.
D. Parking and Driveways - All parking and driveway areas shall be
developed in compliance with Chapter 21.50 of the Campbell
Municipal Code, including parking modifications as approved by the
City. AU parkiRg spaees gRail ge pre":iEleEl y.itA appr9pRate e9Rerete
alPes er ":Reel steps.
E. Pedestrian Connections - Applicant shall install pedestrian walkway
connections from the public right of way as indicated on the site plan .
Site plan shall reflect site improvements including pedestrian
connections throughout the site.
F. Future Development - Applicant shall obtain a Special Development
Permit from the City Council for all future development occurring in
the Office (0) Overlay zone.
8. Dedication to City - Applicant shall dedicate additional right of way on
Bascom A venue to back of sidewalk and record proper right of way to City as
specified by the Public Works Department. Area to be dedicated shall include
the 10-foot wide landscaped parkway and the 7-foot wide public sidewalk.
9. Garbase Collection - Trash containers of a size and quantity necessary to serve
new or modified building areas shall be located in areas approved by the Fire
Department. Unless otherwise noted, enclosures, 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 and have a level area adjacent to the trash enclosure area to service
these containers.
10. New Retail Building Elevations
A. Building Design - Applicant shall continue to work with staff on
resolving articulation of building facade to provide consistency of
building elements and details within the retail center. Exterior facade
details shall be resolved prior to issuance of building permits.
Conditions of Approval- S 94-08/UP 94-19
1875 S. Bascom Avenue - The Pruneyard
Page 7
B. Building Treatment- Applicant shall submit plans indicating
pedestrian level building treatment, colors and materials. Plans shall
include architectural features such as street furniture, bicycle parking
facilities, landscape planters, windows, and the like. These plans shall
be consistent with the center and City of Campbell design and
development standards, and are subject to review and approval by
the Community Development Department.
11. Demolition Permit - Applicant is required to obtain a building permit,
subject to review and approval by the Building Official prior to issuance of a
demolition permit unless otherwise approved by the Building Official.
12. Handicapped Accessibility - All new and remodeled buildings shall provide
handicap access in accordance with the Uniform Building Code (UBC), and
the Uniform Federal Accessibility Standards (UFAS) and the Federal
Americans with Disabilities Act (ADA).
13. Mechanical Equipment - All roof-mounted and ground level mechanical
equipment, on new or remodeled structures on site, which are visible from
the public right of way shall be screened with similar building materials
subject to the approval of the Community Development Director.
14. Fire Protection
A. Warehouse/Retail- All new or remodeled buildings shall comply with
requirements of the Central Fire District. Applicant shall provide Fire
sprinklers and Type V-one hour construction for the new warehouse
retail, as permitted for allowable area increases. UBC 506 A.
B. Hotel Expansion: All new construction shall provide one (1) hour fire
resistive construction for all walls and floors of the new hotel
expansion. UBC 1202 B.
C Area Separation/Hotel Expansion - All new construction shall provide
an area separation for the new hotel expansion as required subject to
allowable area increases for the existing hotel. UBC 506 A.
D. Exiting Requirements - All new and renovated tenant spaces (units)
with retail occupancies that allow 50 or more persons based on 30 sq. ft.
per occupant must show two means of egress separated by one half of
the overall diagonal dimensions of served area. UBC chapter 3303 _
Table 33A
Conditions of Approval- S 94-08/UP 94-19
1875 S. Bascom A venue - The Pruneyard
Page 8
15. Landscaping
A. Site Landscape Plan - Applicant shall provide the required 10%
landscaping on site per the zoning ordinance. All landscaping shall
satisfy the City's Water Efficient Landscape (WELS) standards. All
landscape plans shall be submitted to the City for review and subject to
approval by the Community Development Director.
i. laRs6eape WeRs ApplieaRt s:Rall pest a failW.w perfeRRaREl9 99RS iR
t:Re amS1.tRt ef SJi,QQQ.QQ te eR61.tFe eelRpletieR ef laRsseapiRg aRS
parkiRg areas '\v4t:mR 3 IR9RtRS sf eElalpaRey.
C Tree \-Vells - Applicant shall install 15-gallon shade trees in designated
locations on site in all perimeter parking areas of a size and type
acceptable to the City in conformance with the approved site plan.
D. Tree Protection Plan -- Applicant shall provide tree protection plan
indicating trees to be protected and maintained on site.
E. Streetscape Trees and Landscaping - All street trees shall be installed
and maintained in accordance with the Streetscape Guidelines for
Bascom and Campbell A venues including the size and type as specified
by the City and approved on the final site plan.
F. Northwest Corner - Applicant shall install landscaping from Creek
Trail Access to hotel expansion along northern property line.
Improvements shall include pedestrian connection from Creek Trail
into site.
16. Site Construction
A. Construction and Equipment - Applicant shall utilize construction
equipment which adequately muffles noise in accordance with Section
18.02.030 of the City of Campbell Municipal Code. Construction
activities and construction equipment shall comply with all air
quality emission policies as determined by the Bay Area Air
Quality Management District and the Building Official for the City of
Campbell.
B. Construction Activities-
1. Hours of construction shall be limited to 8 a.m. to 5 p.m.
Monday - Friday. (APPLICANT SEEKS A CONSTRUCTION
START TIME OF 7 a.m. AND APPROVAL OF SATURDAY
CONSTRUCTION HOURS FROM 7 a.m. to 5 p.m.)
Conditions of Approval- S 94-08/UP 94-19
1875 S. Bascom A venue - The Pruneyard
Page 9
2. The construction site shall be sprinklered with water, as
necessary, but not less than twice per day, in areas of new
construction or grading where dirt is exposed, to control dust.
3. Haul trucks and material stockpiles shall be covered.
4. The construction area and surrounding streets shall be swept as
necessary, but not less than once daily. All areas shall be
adequately fenced for safety per the Building Official.
MEMORANDUM
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CITY OF CAMPBELL
To:
Darryl Jones
Senior Planner
Date:
January 18, 1995
From:
~ tJr; IJI
Robert M. Harary, P. E.
City Engineer
Subject:
Conditions of Approval for Pruneyard Shopping Center
----------------------------------------------------------
The Public Works Department has reviewed the plans for the proposed Pruneyard
modifications prepared by Elbasani & Logan Architects, dated December 1, 1994, and the
"Traffic Study for Pruneyard Shopping Center Modification" prepared by Brian Kangas
Foulk, dated December 1994. In addition, the Public Works Department met with the
Community Development Department on January 3 and 10, 1995 to review the proposed
development and the following conditions of approval.
CONDITIONS OF APPROVAL
The applicant shall:
1. Submit street improvement plans for Campbell A venue that include: A)
demolition of existing curb and gutter, portion of the roadway, and street
lighting system, and B) construction of new concrete curb and gutter with new
curb face located 10 feet southerly of existing curb face, 9.5 foot wide
sidewalk and street lighting system. The design should transition to the
existing curb face at the Bascom A venue curb return to minimize changes to
street improvements at the Bascom A venue/Campbell A venue intersection.
2. Investigate requirements for relocation of public storm drainage facilities, if
any, and for relocation of public utilities, if any, as required to meet these
conditions of approval. If required, submit storm drainage relocation plans
and/or public utility relocation plans. On street improvement plans for
Campbell Avenue, show existing location of public utilities behind the existing
back of curb and identify utilities to remain and to be relocated, if any,
relative to the proposed new face of curb.
3. Submit plans and construct a complete, modified traffic signal at the
intersection of Campbell Avenue and Union Avenue, acceptable to the City
Engineer and Traffic Engineer. Signal design to include replacement of
existing traffic controller and installation of loop detectors.
4. Design and construct a traffic signal interconnect conduit below the sidewalk
along Campbell A venue with conductors connecting the existing Bascom
Avenue/Campbell Avenue signal with the proposed modified signal at
Memorandum to Darryl Jones
January 17, 1995
Page 2
Campbell Avenue/Union Avenue. Extend the conduit with pull rope westerly
to a new pullbox located at the westerly limits of the Pruneyard parcel adjacent
to the Highway 17 right-of-way.
5. Submit pavement striping, markers and signage plans along Campbell A venue
to reflect proposed vehicles lanes, bicycle lanes and on-street parking
associated with the relocated curb and gutter.
6. Replace existing steel luminaires, including mast arms and standards, with new
galvanized luminaires per City standard details along Bascom Avenue and
Campbell Avenue.
7. Submit plans for relocation of traffic signal and loop detectors at the Bascom
Avenue/Campbell A venue intersection if relocation of traffic signal facilities
are necessitated due to proposed street improvements and conditions of
approval.
8. Relocate the two existing westerly Campbell Avenue driveway approaches
(northbound into Pruneyard and southbound from Pruneyard) to a combined
driveway aligned with Union Avenue. Replace existing driveways with curb,
gutter and sidewalk to conform to proposed Campbell A venue street
improvements.
9. Submit plans for review and approval of the Planning and Public Works
Departments for construction of Bascom A venue boulevard treatments that
include construction/modification of concrete sidewalks, street trees,
landscaping and irrigation, in conformance with City's Streetscape Policy.
10. Process and file a Parcel Map and Record of Survey for the Pruneyard site
based upon a field survey as required by Title 20, "Subdivision and Land
Development" of the City of Campbell Municipal Code.
11. Submit plans for the following modifications at the northern-most driveway
from Bascom Avenue (eastbound exit from Pruneyard). A) Provide an
additional left turn lane from the driveway northbound onto Bascom A venue.
B) Modify existing medians and traffic signal loop detectors on Bascom
A venue and in the driveway to accommodate the additional northbound
movement. C) Provide crosswalks, signage, pavement markers and striping as
required to complete these modifications.
12. Submit plans showing the location and replacement of all on-site speed bumps
with City-approved speed undulations (speed humps).
Memorandum to Darryl Jones
January 17, 1995
Page 3
13. Dedicate to the City a 20-foot wide storm drainage easement parallel and
immediately adjacent to the westerly boundary of the Pruneyard. City intends
to utilize said easement to construct future regional storm drainage facilities
discharging into Los Gatos Creek, east of Highway 17.
14. Enter into an agreement with the City which requires a no-build envelope
reservation in the vicinity of the proposed future extension of Campisi Way.
Agreement to include applicant's participation in a Local Improvement District
for future design and construction of the extension of Campisi Way from its
existing southerly terminus north of APN 288-03-004 to Campbell A venue as
per the Circulation Element of the City's General Plan.
15. Relocate the existing southerly Bascom Avenue driveway approximately 160
feet northerly. Replace existing driveway approach with curb, gutter and
sidewalk to conform to Bascom A venue boulevard treatment design.
16. Design and construct bus duck-out(s} along Campbell Avenue. Improvement
plans showing bus duck-outs and associated facilities to be reviewed and
acceptable to Santa Clara County Transit District. Existing bus stops along
Bascom A venue may remain unchanged.
17. Show existing and proposed street centerline, monuments, right-of-way lines,
public street improvements and public utility facilities on all required street
improvement plans.
18. Install new utilities underground per Section 20.36.150 of the Campbell
Municipal Code. Provide evidence from all utility companies that the
proposed development modifications can be served. Comply with the plan
submittal, permit and fee requirements of the utilities associated with new or
modified service connections.
19. Submit grading and drainage plans with hydrology and hydraulic calculations
for on-site improvements showing proposed pad elevations of new structures,
existing and proposed on-site and off-site grading and storm drainage systems,
and controlled site drainage onto public street right-of-way.
20. Submit final grading, grading and erosion control plans to the Planning and
Public Works Departments for approval prior to issuance of building or
grading permits.
Memorandum to Darryl Jones
January 17, 1995
Page 4
21. Submit application for an encroachment permit(s), pay fees and post surety for
all construction within the City's right-of-way.
22. Be advised that the Regional Water Quality Control Board will require that all
construction on sites larger than five acres will require the project to be
covered by a National Pollutant Discharge Elimination (NPDES) permit.
Permit conditions may require construction and post-construction stormwater
management plans. The applicant is responsible for obtaining this
permit, providing plans and paying associated fees.
cc: Robert Kass, Public Works Director
Ron Marquez, Traffic Engineer
H:\CONDITNS.MEM
LBVBL 01' SDVICE
PRONEYARD DRIVDAYS IIlTERSECTIO. 011 CAMPBELL AVD1tJE
SCENARIO LEI'T TURN ROK RICDI'l' TURN LUT t'UIUI ROK
DRIVDAY ROK CAKPBBLL
DRlv.liwAY
EXISTING E A C
VOLUMES
EXISTING + E A D
PROJECT
VOLUMES
.
SOURCE. H~ghway Capac~ty Manual -- Pruneyard Traff~c Study, Br~an
Kangas Foulk. December 1994.
..
..
1
MEMORANDUM
CITY OF CAMPBELL
To:
Steve Piasecki
Community Development Director
Date:
December 29, 1994
From:
Darryl Jones,
Senior Planner
Subject:
Site at Architectural Review Committee Meeting of December 29, 1994
The Site and Architectural Review Committee (SARC) met on D20:Llber '-9"
1994, to review and discuss the following application:
L 1875 South Bascom Avenue (S 94-08 at UP 94-19) - Pruneyard
Associates / Christopher Meany
The applir.ant is requesting SHe and Architectural approval and a
Conditional Use Permit for the renovation, and reconfiguration of the
existing Pruneyard Shopping Center. The applicant proposes to provide
access through the site from Bascom Avenue, adctitiona1landscaping along
the site perimeter and in the office towers parking areas, addition of a 42,000
square foot retail building, and expansion of the Pruneyard Inn hotel.
The Committee was supportive of the overall concept for renovation and
redevelopment of the center. However, the Committee ~xpressed concerns
over several items including:
. Traffic circulation at the through street entry area from Bascom
Avenue;
. Treatment of the up~r facades on Bascom and Campbell
Avenues;
o Access to md from ate site at Campbell and Union Avenues.
The applicant agteed ro ronfulu~ 00 work with City staff 00 resolve the traffic
issues on Campbell Avenue and the tID.'ough street I2nbyway from Bascom
A venue, and to add details to breakup the upper facade wall p~anes of the
new retail building facing Bascom and Campbell Avenues.
cc: Jane Meyer-Kennedy, Planning Commission Chair
Mel Lindstrom, Planning Commission Vice-Chair, (SARC)
Susan A. Kearns, Planning Commissioner, (SARC)
File
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ITEM NO.3
STAFF REPORT - PLANNING COMMISSION MEETING
OF JANUARY 24, 1995
S 94-08/UP 94-19
Word, D.
Public Hearing to consider the application of Mr. David Word,
on behalf of Pruneyard Associates, for approval of a Site and
Architectural application to reconfigure existing retail space;
construct new retail space; site pedestrian and vehicular
circulation; and parking and landscaping; and a Use Permit to
allow hotel expansion, the sale of alcohol at restaurants,
outdoor seating and the provision of shared parking facilities for
property located at 1875 S. Bascom Avenue (The Pruneyard) in a
C-2 (General Commerdal) Zoning District.
STAFF RECOMMENDA nON
That the Planning Commission take the following action:
1. Adopt a Resolution, incorporating the attached findings, recommending
approval to the City Council the Site and Architectural application to
allow renovation of the Pruneyard Shopping Center and a Conditional
Use Pe.rmit to allow expansion of a hotel use and restaurants with outdoor
seating, the service of alcohol and shared parking facilities.
ENVIRONMENTAL DETERMINA nON
In accordance with CEQA, the City conducted an Initial Study for this project. The
results of the study determined that no significant impacts would be created as a
result of the proposed project with implementation of specific mitigation measures.
A traffic report has also been prepared for this project which concluded that the
project will generate additional traffic but it will not result in significant
environmental impacts. Based on the information provided in the environmental
assessment, staff has prepared a mitigated Negative Declaration for this project, and
is included as an attachment to this report.
PROJECT DATA
Gross Lot Area:
Net Lot Area:
Building Coverage:
Floor Area Ratio:
1,386,000 sJ.
1,270,000 sJ.
26%
.45
31.8 acres
29.1 acres
335,000 sJ.
574,892 sJ.
Total Building Area
Retail:
Hotel:
Office Towers:
TOTAL
Existing
268,518 sJ.
64,962 sJ.
224.475 s.f.
567,724 s.f.
Proposed
255,857 sJ.
84,792 sJ.
234.244 sJ.
574,892 s.f.
Staff Report - Planning Commission Meeting of January 24, 1994
S 94-o8/UP 94-19 -1875 S. Bascom Avenue - The Pruneyard
Page 2
Landscape Coverage:
Paving Coverage:
13%
61%
165,000 sJ.
770,000 sJ.
Parking Provided:
1,896 spaces
Parking Required:
Shopping Center: 1:200 1,279 spaces
Office Towers: 1:225 1,041 spaces
Hotel: 1 per room/employee 193 spaces
(168 rooms + maximum of 25 employees at anyone time)
TOTAL REQUIRED: 2,513 spaces
GENERAL PLAN AND ZONING CONSISTENCY
General Plan Designation: The General Plan designates commercial uses at the
project site. The redevelopment of the property will remain consistent with the
General Plan designation for the site.
Zoning Designation: The site is zoned C-2 (General Commercial and C-2-0 (General
Commercial/Office). The proposed site renovations and development meet all the
standards for the zoning district in terms of setbacks, lot coverage, floor area ratio
(FAR), height restrictions, parking, open space and architectural compatibility with
the neighborhood.
DISCUSSION
Applicant's Proposal: The applicant is requesting Site and Architectural Approval to
allow the reconfiguration of existing parking areas on site, add landscaping on site,
and to demolish and reconstruct structures on the retail portion of the site. The
applicant is also requesting approval of a conditional use permit for two uses. First,
to allow expansion of a hotel use in the C-2 (General Commercial) zoning district.
Second, to allow restaurant uses which serve alcohol, provide outdoor seating,
hours of operation for restaurants until 11:00 p.m., and provide shared on-site
parking facilities.
The applicant proposes to change the retail square footage from 268,518 square feet to
255,857 square feet of retail floor area. The hotel expansion will increase the size of
the facility from 64,962 square feet to 84,792 square feet. The floor area of the two
office towers will be increased from 224,475 square feet to 234,244 square feet with the
conversion of a previous restaurant use to offices.
Staff Report - Planning Commission Meeting of January 24, 1995
S 94-o8/UP 94-19 -1875 S. Bascom Avenue - The Pruneyard
Page 3
Project Background: The main portion of the site (movie theaters) was first
approved in 1968. The retail portion of the site was approved in 1969 along with a
master plan for the site, and was constructed over time (in six phases) starting in
1969. The construction of the office towers began in 1971. The hotel was later
constructed in 1989. The previous property owner was resolved of ownership of
the site in 1990. The property was foreclosed upon and in ownership of financial
institution until the current owner purchased the site in its present configuration,
consisting of approximately 500,000 square feet of retail/office floor area, in April of
1994.
ANALYSIS
llSE
The proposed project is consistent with the Zoning Ordinance and the General Plan
for uses in the C-2-S (General Commercial) zoning district and the Commercial
General Plan designation. A Conditional Use Permit is required for:
. Hotel expansion of up to 50 new rooms
. Restaurant uses which serve alcohol, has outdoor seating, proposed hours of
operation (to 11:00 p.m.) and shared on-site parking.
Site approval is required for modification to structures and other on-site features
such as parking and circulation. Specific site approval is required for:
. Shared parking and a reduction in required parking for the entire site
. Site and architectural approvals of new commercial/retail structures on site
. Site parking modifications and vehicular circulation
. Landscape and pedestrian improvements on site
. Open area food service kiosk in plaza (in front of UA Theaters)
The site is primarily flat and is located adjacent to office and retail uses south of the
site on Campbell Avenue; Retail and Restaurant uses east of the site on Bascom
Avenue; a residential use to the north; and State Highway 17 on the western
property line. New uses will be integrated throughout the project site consisting
primarily of restaurants and additional retail. An existing bank and a restaurant use
will be located on separate construction pads along Campbell A venue. These uses
are also permitted without requirement of a use permit in the C-2 zoning district.
The buildings are subject to site design review by staff when these structures are
proposed to be constructed.
Staff Report - Planning Commission Meeting of January 24, 1995
S 94-o8/UP 94-19 -1875 S. Bascom Avenue - The Pruneyard
Page 4
BUILDING DESIGN
The design of the new retail structure is being considered as part of the subject
application. The structure will be located at the southeast corner of the retail
shopping structure will consist of approximately 42,000 square feet of retail space.
The height of the proposed structure will range from 25-27 feet, and consist of 1
story. The two main entrances to the structure are oriented towards Bascom
Avenue. The entrances are recessed into the body of the structure approximately 14
feet, and are accentuated by a wood timber tower element with a tile roof over each
entrance. Other key features of the facades includes columns from the ground level
to the upper facade, and awnings over the pedestrian arcade which provide a visual
connection to existing building facades and arcades in the shopping center.
The Campbell Avenue frontage incorporates a loading dock area to service the new
building. The opening to the loading dock will be screened by a decorative gate. The
upper facade and roof treatment of the portion of the new structure constructed
over the existing retail shops will be recessed from the front wall plane for a portion
of the Campbell Avenue frontage. A pitched tile roof element covering the loading
dock will be integrated into the upper facade.
The wall planes on the Bascom A venue, and a portion of the Campbell A venue
facade, are primarily flat with minimal articulation on the upper wall facade. This
architectural feature is inconsistent with the remainder of the center. Staff has
concerns with the current architectural treatment and has determined that further
enhancement of the building facade would better serve the interest of the
community. If the direction of the building is aimed at creating differentiation
between the old and the new, then the design of the structure with some minor
alterations can achieve the applicants and City objectives. Staff can continue to
work with the applicant on a design which lessens the scale of the structure without
reducing the overall height of the structure.
A specific building design for the proposed addition to the Pruneyard Inn is not
being considered at this time. Staff will forward specific site design and elevations of
the addition, and the two pad buildings, to the SARC when they are formally
submitted to the City for review. These plans are subject to the review and approval
of the Site and Architectural Review Committee and City staff.
The existing inner courtyard area, between Martha's and EI Burro, will be
reconfigured to provide vehicular and pedestrian access between previously
unconnected portions of the site. Matching tower elements with stair access to the
second floor will be constructed.
Staff Report - Planning Commission Meeting of January 24, 1995
S 94-o8/UP 94-19 -1875 S. Bascom Avenue - The Pruneyard
Page 5
SITE DESIGN
The site will provide greater opportunities to allow improved vehicular site
circulation and traffic flow, more efficient use of parking areas, installation of tree
wells in parking areas and in the public right of way, installation of street
landscaping per the city streetscape plan, and pedestrian walkways. The plan as
proposed will reduce the number of vehicular/pedestrian conflicts, provide a more
efficient site parking layout and on site circulation pattern, and improved pedestrian
connections and access both into and within the site. These major renovations
include:
. A central driveway ("Main Street/Courtyard") with circular vehicular
movement at the terminus of the through driveway;
. Improved circulation at NE corner of property at Bascom A venue (less vehicle
stacking, safer pedestrian crossing and traffic backup on Bascom Avenue, left
turn movements);
. Improved/renovated parking and site circulation;
. landscaping along NW property line;
. Installation of trees (in tree wells) in all parking areas throughout the site;
. Outdoor seating and eating areas;
. A contained area between the office towers;
. "Satellite" pads (1-3) on Campbell Avenue;
. Installation of Streetscape standards on Bascom and Campbell Avenues; and
. Free standing shopping center and individual signs.
There is no proposal to modify the existing freeway oriented sign at this time.
OFF-SITE IMPROVEMENTS IN THE PUBLIC RIGHT-OF-WAY
. Installation of sidewalk with street trees on the north side of Campbell
Avenue;
. Installation of traffic improvements at Union and Campbell Avenues, and
street improvements to Campbell A venue;
. Landscaping and new sidewalk on Bascom Avenue
PARKING
Development of the site was originally approved under a shared parking
arrangement for the various uses. The. site continues to function in this manner
and we will continue to consider and review this property under the guise of a
shared parking arrangement between the office towers and the retail/entertainment
portion of the site.
Staff Report - Planning Commission Meeting of January 24, 1995
S 94-o8/UP 94-19 -1875 S. Bascom Avenue - The Pruneyard
Page 6
H parking were to be calculated based on the separate uses the retail portion of the
site would be required to provide 1,279 on site parking spaces based on 255,857
square feet of retail. The office portion would be required to provide 1,041 parking
spaces based on 234,244 square feet of commercial floor area. The hotel would be
required to provide a minimum of an additional 193 spaces. Based on these
numbers, the minimum parking requirement for the site would be 2,513 parking
spaces.
The current proposal will provide 1,896 parking spaces on site, resulting in a parking
deficit of at least 617 spaces. Redevelopment of the site will result in an increase of
7,169 square feet and 73 additional parking spaces. The total project renovation will
improve previously existing conditions.
TRAFFIC AND ClRCULA nON
Traffic report prepared for the project determined that the traffic and circulation in
the area would be impacted by the redevelopment of the property, however the
impact on traffic and circulation generated by the project would not be significant.
The traffic report did not consider or address the existing site access and egress
conditions on Campbell Avenue (or at Union Avenue) or access into the site from
the driveway at the northern property line. Additionally, the amount of floor area
currently being leased and utilized in the two office towers was also not considered.
Consequently, City staff has identified the aforementioned additional traffic issues
which must be address with this project.
Traffic improvements are required for the Campbell-Union Avenue intersection to
address existing and anticipated traffic and circulation congestion related to entering
and exiting the site. Current leasing levels for the office towers and retail space
indicate a low rate of occupancy. With the revitalization of the site, a higher rate of
tenant occupancy will generate additional vehicle trips. This will add to existing
traffic circulation conflicts at key traffic points immediately off site.
Staff will continue to work with the applicant to resolve the future extension of
Campisi Way to Creekside Way and Hamilton Avenue. Future development of
the site requires the property owner to participate in the extension of Campisi Way
to address additional traffic.
Given the significance of the proposed project, staff recommends that the Planning
Commission make a recommendation to the City Council for a final determination
on the project as a courtesy appeal.
Staff Report - Planning Commission Meeting of January 24, 1995
S 94-o8/UP 94-19 -1875 S. Bascom Avenue - The Pruneyard
Page 7
SITE AND ARCHITECTURAL REVIEW COMMITTEE
This application was reviewed by the Site and Architectural Review Committee on
December 29, 1994. The Committee was supportive of the overall concept for
renovation and redevelopment of the center and indicated that traffic and site
circulation related issues, and building facade treatment should be addressed with
City staff.
Attachments:
1. Findings
2. Condi tions
3. Exhibits (Initial Study and Negative Declaration)
4. Location Map
Approved by'
.
Submitted by:
munity Development Director
Attachment #1
FINDINGS FOR APPROVAL OF FILE NO. S 94-08/UP 94-19
SITE ADDRESS: 1875 S. BASCOM AVENUE
APPLICANT: DAVID R. WORD, WILLIAM WILSON & ASSOCIATES
P.c. MEETING: JANUARY 24, 1995
The Planning Commission finds as follows with regard to file S 94-OB/UP 94-19:
1. The proposal is consistent with the General Plan and Zoning designations
which indicate a Commercial land use for this property.
2. The proposed site improvements of 13 percent on site landscaping and
streetscape improvements adequately address the aesthetic concerns related
to the project/site.
3. The proposed parking and circulation with the recommended conditions of
approval creates a project which integrates the proposed uses on site.
4. No substantial evidence has been presented which shows that the project,
subject to conditions of approval, will have a significant negative impact
on the environment.
5. There is no evidence before the City determining that the proposed project
will have a significant negative impact on wildlife resources.
6. The City of Campbell has prepared an Initial Study for the project in order to
determine if the project would have a significant environmental impact.
7. Adequate on site parking and circulation has been provided for the proposed
project and the commercial, office and retail uses on site.
8. All proposed uses are compatible within the site and with adjacent land uses.
9. Traffic improvements are required based on potential traffic conflicts as a
result of the proposed project.
10. Storm drainage easement is required to address additional runoff as a result
of this project.
Findings for Approval of File No. S 94-08/UP 94-19
1875 S. Bascom A venue - The Pruneyard
Page 2
Based upon the foregoing findings of fact, the Planning Commission further finds
and concludes that:
1. The proposed project, with conditions of approval, is consistent with the
policies of the General Plan and the Zoning Ordinance in effect at the time of
the application submittal and is consistent with uses in the immediate area.
2. The proposed project will aid in the enhancement and the harmonious
development of the immediate area. The establishment, m~intenance, or
operation of the use will not be detrimental to the public health, safety, peace,
morals, comfort or general welfare of persons residing or working in the
neighborhood of such proposed use.
3. The proposed use will not be detrimental or injurious to property and
improvements in the neighborhood or to the general welfare of the City and
its residents.
4. The proposed project with the conditions imposed, will not have a significant
adverse impact on the environment and a Negative Declaration has been
prepared for the project.
5. The proposed site is adequate in size and shape to accommodate the proposed
use and site improvements.
6. These conditions are required as related and proportional to the impacts of
the project.
Attachment #2
CONDITIONS OF APPROVAL FOR FILE NO. S 94-08lUP 94-19
SITE ADDRESS: 1875 S. BASCOM AVENUE
APPLICANT: DAVID R. WORD, WILLIAM WILSON & ASSOCIATES
P.c. MEETING: JANUARY 24, 1995
The applicant is hereby notified, as part of this application, that he/she is required to
meet the following conditions in accordance with the Ordinances of the City of
Campbell and the State of California. The lead department with which at the
applicant will work is identified on each condition. Additionally, the applicant is
hereby notified that he/she is required to comply with all applicable Codes or
Ordinances of the City of Campbell and the State of California that pertain to this
development and are not herein specified.
1. Project Approval - Approval of this project allows the following:
A. Site modifications, including reconfiguration and construction of retail
space in accordance with plans date stamped (Exhibit A).
B. On-site pedestrian and vehicular circulation;
C. Reconfigured parking and landscaping;
D. Use Permit to allow hotel expansion; and
E. Use Permit for restaurants with outdoor seating, on site sale of alcohol
and shared parking facilities.
F. Open area food kiosk to be located in plaza adjacent to UA Cinema.
2. Future Site Construction (Hotel Expansion and Satellites) - Final plans for
the hotel expansion and "satellite" retail pads are subject to review by the Site
and Architectural Review Committee and approval prior to issuance of
building permits. Retail pad on Campbell can be located anywhere along
Campbell Avenue subject to Site and Architectural Review Committee
approval.
3. Signs
A. Signage Program - Applicant shall prepare a master sign age program
for all signs on site which are intended for the advertisement of uses
within the site. Said program shall conform with the sign ordinance
and shall include all wall mounted, projecting and free standing signs.
No sign shall be installed until such application is approved and a
permit issued by the Community Development Department.
B. Freeway Signs - All freeway oriented signs require final approval from
the City Council.
4. Parcel Map/Parcel Consolidation - Applicant shall submit a parcel map
recording the site as one parcel. The applicant has the ability to apply for
further tentative parcel map to subdivide site, subject to City approval.
Conditions of Approval- S 94-o8/UP 94-19
1875 S. Bascom A venue - The Pruneyard
Page 2
5. Traffic Circulation
A. Campisi Dedication - Applicant shall offer for dedication a Uno build"
area on subject property to provide for the future extension of Campisi
Way. Applicant shall be assessed a proportional contribution for
installation of the Campisi Way extension as determined by a future
study. Applicant not required to extend Campisi with this
development .
6. Public/Street Improvements - Applicant shall construct improvements found
necessary by the City Engineer according to generally accepted engineering
practice. Applicant shall submit existing and proposed street centerline,
monuments, right-of-way lines, public street improvements and public utility
facilities on all required street improvement plans as follows:
A. Campbell Avenue Sidewalk Plans - Submit street improvement plans
for Campbell Avenue that include:
1. Demolition of existing curb and gutter, portion of the roadway
and street lighting system.
2. Construction of new concrete curb and gutter with new curb face
located 10 feet southerly of existing curb face, 9.5 foot wide
sidewalk and street lighting system. The design should
transition to the existing curb face at the Bascom Avenue curb
return to minimize changes to street improvements at the
Bascom Avenue/Campbell Avenue intersection.
3. Pavement Striping. Markers and Signage Plans - Submit
pavement striping, markers and signage plans along Campbell
Avenue to reflect proposed vehicle lanes, bicycle lanes and on-
street parking associated with the relocated curb and gutter.
4. Relocation of Public Storm Drainage Facilities - Applicant shall
undertake a study in accordance with generally accepted
engineer practice to determine requirements for relocation of
public storm drainage facilities, if any, and for relocation of
public utilities, if any, as required to meet these conditions of
approval. If required, submit storm drainage relocation plans
and/ or public utility relocation plans. On street improvement
plans for Campbell A venue, show existing location of public
utilities behind existing back of curb and identify utilities to
remain and to be relocated, if any, relative to the proposed new
face of curb.
Conditions of Approval- S 94-o8/UP 94-19
1875 S. Bascom A venue - The Pruneyard
Page 3
B. Modified Traffic Signal - Submit plans and construct a complete
modified traffic signal at the intersection of Campbell Avenue and
Union Avenue, acceptable to the City Engineer and Traffic Engineer.
Signal design to include replacement of existing traffic controller and
installation of loop detectors.
C Traffic Signal Interconnect - Design and construct a traffic signal
interconnect conduit below the sidewalk along Campbell Avenue with
conductors connecting the existing Bascom Avenue/Campbell Avenue
signal with the proposed modified signal at Campbell Avenue /Union
Avenue. Extend the conduit with pull rope westerly to a new pullbox
at the westerly limits of the Pruneyard parcel adjacent to the Highway
17 right-of-way.
D. Luminaires - Install and/or replace City-provided luminaires, if
necessary, as determined by the City Engineer, on Campbell and
Bascom Avenues.
E. Relocation of Traffic Signals and Loop Detectors - Submit plans for
relocation of traffic signals and loop detectors at the Bascom
Avenue/Campbell Avenue intersection if relocation of traffic signal
facilities are necessitated due to proposed street improvements and
condi tions of approval.
F. Driveway Approaches - Relocate the two existing westerly Campbell
Avenue driveway approaches (northbound into Pruneyard and
southbound from Pruneyard) to a combined driveway with a fully
signalized intersection at Union Avenue. Replace existing driveways
with curb, gutter and sidewalk to conform to proposed Campbell
Avenue street improvements.
G. Boulevard Treatment/Bascom Avenue - Submit plans for review and
approval of the Planning and Public Works Departments for
construction of Bascom Avenue boulevard treatments that include
construction/modification of concrete sidewalks, street trees,
landscaping and irrigation in conformance with the City's Streetscape
Policy.
Conditions of Approval - S 94-08/UP 94-19
1875 S. Bascom Avenue - The Pruneyard
Page 5
M. Encroachment Permits - Submit application for an encroachment
permit(s), pay fees and post surety for all construction within the City's
right-of-way.
N. National Pollutant Discharge Elimination Permit (NPDES) - Be
advised that the Regional Water Quality Control Board will require
that all construction on sites larger than five acres will require the
project to be covered by a National Pollutant Discharge Elimination
(NPDES) permit. Permit conditions may require construction and post-
construction storm water management plans. The applicant is
responsible for obtaining this permit, providing plans and paying
associated fees.
O. Utilities - All utilities and utility pedestals for new or modified
building areas shall be diagramed on a site utility plan indicating the
location of the pedestals and how the equipment will be screened prior
to the installation of any utility pedestals (transformers) on site, subject
to the review and approval by the Community Development Director.
7. Site Plan
A. Final Site Plan - All final site plans including satellite pad locations,
and location of pedestrian walkway and landscaping, shall be submitted
to the City for review and subject to approval by the Community
Development Director for substantial compliance with approved plans
prior to issuance of building permits.
B. Development Schedule - Applicant shall comply with the
development schedule submitted for the project, including the
projected time of project phasing for construction.
C Parking and Striping - Consistent site parking striping (either 60, 75 or
90 degree angled parking) within specified areas.
D. Parking and Driveways - All parking and driveway areas shall be
developed in compliance with Chapter 21.50 of the Campbell
Municipal Code, including parking modifications as approved by the
City. All parking spaces shall be provided with appropriate concrete
curbs or wheel stops.
Conditions of Approval - S 94-o8/UP 94-19
1875 S. Bascom Avenue - The Pruneyard
Page 6
E. Pedestrian Connections - Applicant shall install pedestrian walkway
connections from the public right of way into the site at designated
locations. Site plan shall reflect site improvements including
pedestrian connections throughout the site.
8. Dedication to City - Applicant shall dedicate additional right of way on
Bascom A venue to back of sidewalk and record proper right of way to City as
specified by the Public Works Department.
9. Garbage Collection - Trash containers of a size and quantity necessary to serve
new or modified building areas shall be located in areas approved by the Fire
Department. Unless otherwise noted, enclosures, 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 and have a level area adjacent to the trash enclosure area to service
these containers.
10. New Retail Building Elevations
A. Building Design - Applicant shall continue to work with staff on
resolving articulation of building facade to provide consistency of
building elements and details within the retail center. Exterior facade
details shall be resolved prior to issuance of building permits.
B. Building Treatment- Applicant shall submit plans indicating
pedestrian level building treatment, colors and materials. Plans shall
include architectural features such as street furniture, bicycle parking
facilities, landscape planters, windows, and the like. These plans shall
be consistent with the center and City of Campbell design and
development standards, and are subject to review and approval by the
Community Development Department.
11. Demolition Permit - Applicant is required to obtain a building permit,
subject to review and approval by the Building Official.
12. Handicapped Accessibility - All new and remodeled buildings shall provide
handicap access in accordance with the Uniform Building Code (UOC), and
the Uniform Federal Accessibility Standards (UFAS) and the Federal
Americans with Disabilities Act (ADA).
Conditions of Approval- S 94-o8/UP 94-19
1875 S. Bascom A venue - The Pruneyard
Page 7
13. Mechanical Equipment - All roof-mounted and ground level mechanical
equipment, on new or remodeled structures on site, which are visible from
the public right of way shall be screened with similar building materials
subject to the approval of the Community Development Director.
14. Fire Protection
A. Warehouse/Retail - All new or remodeled buildings shall comply with
requirements of the Central Fire District. Applicant shall provide Fire
sprinklers and Type V-one hour construction for the new warehouse
retail, as permitted for allowable area increases. UOC 506 A.
B. Hotel Expansion: All new construction shall provide one (1) hour fire
resistive construction for all walls and floors of the new hotel
expansion. UBC 1202 B.
C Area Separation/Hotel Expansion - All new construction shall provide
an area separation for the new hotel expansion as required subject to
allowable area increases for the existing hotel. UBC 506 A.
D. Exiting Requirements - All tenant spaces (units) with retail occupancies
that allow 50 or more persons based on 30 sq.ft. per occupant must
show two means of egress separated by one half of the overall diagonal
dimensions of served area.
15. Landscaping
A. Site Landscape Plan - Applicant shall provide the required 10%
landscaping on site per the zoning ordinance. All landscaping shall
satisfy the City's Water Efficient Landscape (WELS) standards. All
landscape plans shall be submitted to the City for review and subject to
approval by the Community Development Director.
B. Landscape Bond - Applicant shall post a faithful performance bond in
the amount of $25,000.00 to ensure completion of landscaping and
parking areas within 3 months of occupancy.
C Tree Wells - Applicant shall install shade trees in designated locations
on site in all perimeter parking areas of a size and type acceptable to the
City.
Conditions of Approval- S 94-o8/UP 94-19
1875 S. Bascom A venue - The Pruneyard
Page 8
D. Tree Protection Plan - Applicant shall provide tree protection plan
indicating trees to be protected and maintained on site.
E. Streetscape Trees and Landscaping - All street trees shall be installed
and maintained in accordance with the Streetscape Guidelines for
Bascom and Campbell A venues including the size and type as specified
by the City and approved on the final site plan.
F. Northwest Corner - Applicant shall install landscaping from Creek
Trail Access to hotel expansion along northern property line.
Improvements shall include pedestrian connection from Creek Trail
into site.
16. Site Construction
A. Construction and Equipment - Applicant shall utilize construction
equipment which adequately muffles noise in accordance with Section
18.02.030 of the City of Campbell Municipal Code. Construction
activities and construction equipment shall comply with all air
quality emission policies as determined by the Bay Area Air
Quality Management District and the Building Official for the City of
Campbell.
B. Construction Activities-
1. Hours of construction shall be limited to 8 a.m. to 5 p.m.
Monday - Friday.
2. The construction site shall be sprinklered with water, as
necessary, but not less than twice per day, to control dust.
3. Haul trucks and material stockpiles shall be covered.
4. The construction area and surrounding streets shall be swept as
necessary, but not less than once daily. All areas shall be
adequately fenced for safety per requirements of the Building
Official.
CITY OF CAMPBELL
Notice of Intent to
Issue a Negative Declaration
The Administrator of Environmental Quality of the City of Campbell is
preparing to issue a Negative Declaration of environmental impact for the
following proposed project.
Case No: S 94-08/UP 94-19 Project Location: 1875 S. Bascom Avenue
Project Applicant: Pruneyard Associates
Project Description: The project involves the reconfiguration of existing
retail floor area; the construction of new retail floor area; expansion of a hotel
use: reconfi~ration of site circulation and parking and the addition of site
landscaping.
The Administrator of Environmental Quality of the City of Campbell has
reviewed the proposed project and has determined that the project,
WITH/'~.1ITHOUT mitigation measures as conditions of project approval,
will not have a significant effect on the environment.
A copy of the Negative Declaration may be reviewed or obtained at:
City of Campbell
Community Development Department
70 N. First Street
Campbell, CA 95008
If you have any questions or comments, please contact the Department no
later than January 24, 1995.
Administrator of Environmental Quality
City of Campbell, California
By: Darryl M. Tones
Date: Yanuary 3, 1995
Initial Study and Checklist
ntle of Proposal:
Pruneyard Shopping Centr
Date Checklist Submitted:
December 1994
Agency Requiring Checklist:
City of Campbell
Agency Address:
70 N. First Street
City!State/Zip:
Campbell, CA 95008
Agency Contact:
Darryl Jones, Senior Planner
Phone: (408) 866-2140
DETERMINATION
On the basis of this initial evaluation:
will
a) I find that the proposed project~ not have a significant effect on the environment., and
A NEGATIVE DECLARATION will be prepared .........................................................................................0
b) I find that although the proposed project could have a significant effect on the environment., there will not be a
significant effect in this case because the mitigation measures described on an auacbed sheet have been added
to the project.
A NEGATIVE DECLARATION will be prepared ........................................................................................ iii
c) I fmd the proposed project may have a significant effect on the environment., and
An ENVIRO~ AL IMP ACf REPC>RT is required ...............................................................................0
Signature
City of Campbell
For
Darryl Jones
Print Name
January 3, 1995
Date
ENVIRONMENTAL CHECKUST FORM
PROJECT LOCATION: City of Campbell
City
Santa Clara County
CoIIIIIy
PROJECT ADDRESS:
1875 S. Bascom Avenue
Campbell, CA 95008
DESCRIPTION OF PROJECT:
The project involves the reconfiguration of existing retail
floor area; the construction of new retail floor area; expansion of a hotel use;
reconfig-uration of site circulation and parking; and the addition of site landscaping.
ENVIRONMENTAL IMPACTS:
(CEQA requires that an uplaNJtion of all "yes" and "maybe" answers be proviMd alon, with lhis cMc/clisl, wllldin, a
discussion of ways 10 mitigate the significant effects iMntifud. You may atliJch separale sMelS with 1M uplaNJlions on
them.)
Yes MaIN No
I. EARTH. Will the proposal result in:
a) Unstable eanh conditions or in changes in geologic subslrUctures? 0 0 IS
b) Disruptions, displacements, compaction or overcovering of the soil? 18 0 0 ~ffached
c) Change in IOpography or ground surface relief features? 0 0 JS
d) The destruction, covering or modification of any unique geologic or physical
features? 0 0 ~
e) Any increase in wind or water erosion of soils, either on or off the she? 0 0 ClJ
0 Changes in deposition or erosion of beac:hsands, or changes in siltation,
deposition or erosion whichmay modify the channel of a river or saream or the
bed of the ocean or any bay, inlet or lake? 0 0 I?J
g) Exposure of people or propeny 10 geologic hazards, such as eanhqualces,
landslides, mudslides, ground failure, or similar hazards? 0 0 I:!!I
D. AIR. Will the proposal result in:
a) Substantial air emissions or de&erioration of ambient air quality? 0 ag 0 See
attached
b) The creation of objectionable odors? 0 m 0
c) Alteration of air movement, moisture, or temperabD'e. or any change in
climate, either locally or regionally? 0 0 IJI
m. WATER. Will the proposal result in:
a) Changes in currents, or the course of direction of water movements,
in either marine or freshwaters? 0 0 18
CIQAI CALIJIODIA INVDONIaNTAL QUALIIT Iter
b) Changes in absoJ'p&.oIn naes. drainage paaans. or the ntelftd 1IIDo... of
surf," nmoff! E 0 0 *
c) Alterations to &he course or flow of flood walen? 0 0 ~
d) Changes in the amount of surface wau:r in IDY WIIU body? 0 0 II
e) Discharge into surface warm. or in any alteration of surface wau:r quality.
including. but not limited 10. temperature. dissolved ox)'lell or 1IIIbidity? 0 0 mJ
f) Alleration of &he direction or rate of flow of pound walaS? 0 0 ria'
g) Change in &he quantity of pound warm. eidIer throu&h direct Iddiricm or
withdrawals. or through inlt.rCeption of ID aquifer by CUlS or excava&ions? 0 0 Z
h) Substantial reduction in the amount of wau:r odIcrwise available for public
wat.er supplies? 0 0 aD
i) Exposure of people or property 10 waaer relaIed hazards such u floodina
or tidal waves? 0 0 1iI
IV. PLANT LIFE. Wi/11M propoSlll ruult in:
a) Change in the diversity of species. or number or any species of planes
(including trees, shrubs, grass. crops. and aquatic planls)? 0 0 I5lI
b) Reduction of the numbers of any unique. rare. or endangered species of plants? 0 0 iii
c) Introduction of new species of plants into an area. or in a barrier 10 the normal
replenishment of existing species? 0 0 ~
d) Reduction in acreage of any qricu1wral crop? 0 0 ~
V. ANIMAL LIFE. Will tM propoSlll result ill:
a) Change in the diversity of species, or numbers of any species of animals
(birds; land animals, including reptiles; fish and shellflSh, benthic orpnisms
or insects)? 0 0 Ga
b) Reduction of the numbers of any unique. rare. or endangered species
or animals? 0 0 ~
c) Introduction of new species of animals into an area, or result in a barrier 10
the migration or movement of animals? 0 0 i5J
d) Deterioration to existing fl;sh or wildlife habitat? 0 0 5a
VI. NOISE. Will tM proposal result ill:
Increases in existing noise levels? 0 m 0 *
a)
b) Exposure of people 10 severe noise levels? 0 0 0-
vn. LIGHT aDd GLARE. Will 1M proposal:
a) Produce new light or glare? 0 0 a *
vm. LAND USE. Will 1M propoSlll resull ill:
a) Substantial alteration of &he present or planned land use of an area? 0 0 (3 *
IX. NATURAL RESOURCES. Wi/11M propoSlll result ill:
a) Increase in the rate of use of any IIIlUr8l resources? 0 0 ~
X. RISK OF UPSET. Will tM proposal illvo/ve:
a) A risk of an explosion or the release of hazardous SUbS18DceS (including,
but not limited to: oil. pesticides. chemic:a1s or radiation) in the event of an
accident or upset COnditiCllS? 0 0 1m
* Indicates see attached comment sheet.
* Indicates see attached comment sheet
v....4I CALIJIOIINIA INVIaONIDNTAL QUALI1T A(
XVUI. AES11fE11CS. WUl 1M propoSlll rullll ill:
a) The obstruction of any scenic vista 01' view open 10 &be public? 0 0 ~
b) The creation of an leSlhetica1Iy offensive Rae open 10 publk view? 0 0 iO
XIX. RECREA nON. WUl 1M propoSlll rulllt ill:
a) Impact upon the quality or quantity m existing recreational ~? 0 0 &Q
xx. CVL TURAL RESOURCES. WUl 1M propoSlll:
a) Result in the alletation of or the desuuctiOll of I prebisIoric 01'
historic: archaeological sirc? 0 0 6a:'
b) Result in adverse physical 01' aesthetic effects 10 a prebisIoric or biaoric
building. SUUCture. 01' object? 0 0 Iij
c) Have the potential to cause a physical change which would affect unique
ethnic cultwal Vllues? 0 0 ~
d) Restrict existing religious 01' sacred uses within the porential impact area? 0 0 ~
XXI. MANDA TORY FINDINGS OF SIGNIFICANCE.
a) Potential to degrade: Does the project have the potential 10 degrade &be
quality of the environment. substantially reduce the habitat of I (lib 01' wildlife
species. cause a fish or wildlife population 10 drop below self sustainina levels.
threaten 10 eliminale a plant or animal community. reduce &be number' or rellrict
the range of a rare or endangered plant or animal or eliminat.e impolUnt
examples of the major periods of California hisuw'y or prehisaory? 0 0 tB
b) Short-term: Does the project have the pocentiallO achieve shon-aenn.1iO the
disadvantage of Iong-lenn. environmental goals? (A shon-aenn impact 011 the
envirooment is one which occurs in a re1a1ively. brief. defmitive period of lime.
Long-lenn impacts will endure well inlO the future.) 0 ria 0
c) Cumulative: Does the project have impacts which are individually limited.
but cumulatively considerable? (A project may impact on two 01' more separate
resources where the impact on each resource is re1a1ively small. but where &be
effect on the IOtaI of those impaclS on the environment is sipiflClftL) 0 0 6a
d) Substantial adverse: Does the project have environmental effects which wiD
cause substantial adverse effeclS on human beings. either direcdy or iDdirectIy? 0 0 131
XXII. DISCUSSION OF ENVIRONMENTAL EV ALVA T10N.
(This section may be ruled out by MSing 1JQT7'Q1ive. or by using Glorm. such tIS 1M UIlmplt ,iva ill 1M CEQA Guide-
lines.)
XXUI. DISCUSSION OF LAND VSE IMPACTS.
(An UGmiNUion 01 wMIMr 1M projtct woldd be CDlLSisttlll with uistill, IDlIiIlg, pUuu. tIIId DlIter tlpplicllble UwJ MSt
controls.)
(Nolt: This is only G SUlltsttd lorm pllTSII/W ID CEQA Guidelines. Secdo1l1S06J(d). Public Ggelldes tn fret ID devist
lheir ownlormatlor wtiQ/ SIudits. Howntr, lhe DETERMINATION is GII USt1lli4l CDmpoMIII oftllisform.)
PRUNEYARD INITIAL STUDY
XXII. DISCUSSION OF ENVIRONMENTAL EVALUATION
Comment #1
I. EARTH (b) - Development of the project will result in the disruption,
compaction and overcovering of the soil. However, the areas that will be covered
are already covered by buildings and/or paved driving and walking surfaces. The
project will not increase the amount of over covering or compaction of soil.
Comment #2
II. AIR (a.b) - Both site grading and preparation for new construction, and building
demolition will result in additional dust being generated from the project site area.
Large construction related machinery will also release additional particulate matter
emissions into the air. Staff has determined (based on construction phasing over
time) that the amount of additional matter released into the air will be minimal.
The applicant will be required to provide construction equipment which properly
muffles emission exhausts and odors, consistent with policies of the Bay Area Air
Quality Management District.
Comment #3
III. WATER (b) - Existing drainage patterns, absorption rates, and the amount of
surface runoff will be altered as a result of this project. The site contains an existing
drainage system which appears to be adequate. All new and reconfigured structures
and circulation routes will be required to demonstrate adequate site drainage prior
to issuance of building and demolition permits.
Comment #4
VI. NOISE (a) - Building demolition and reconfiguration during construction on
site will result in additional noise being generated from the site. Additionally, large
construction related machinery will also generate noise. Staff has determined (based
on construction phasing over time) that the amount of additional or potential for
severe noise will be minimal. The applicant will be required to provide
construction equipment which properly muffles noise generated by such
equipment, and that construction and clean up activities comply with permitted
construction hours in accordance with Sections 18.02.060 and 18.04.035 of the Oty of
Campbell Municipal Code.
Comment #5
VII. LIGHT &it GLARE (a) - With the reconfiguration of existing structures and the
addition of new structures and access ways on site, there will be an increase in the
amount of on site lighting. All lights will be required to be shielded away from
adjacent properties. However, the amount of additiona1lighting proposed on site is
not expected to be significant and will be reviewed by staff prior to issuance of
building permits.
Comment #6
VIII. LAND USE (a) - Development of the proposed project will not :-:'~sult h! .'a
substantial alteration of the present or planned land uses in the aL'ea. It \s ~~:ted
however, that the project with intensify existing uses at the si~e.
Comment #7
XIII. TRANSPORT A nON I CIRCULA nON (a.b.c.d. f) - A traffic report F'<'2pal'ed by
the project proponent has been prepared and submitted to the City for \,"eview. The
report concluded that the traffic and circulation in the area would ~ impacted 'by ilie
redevelopment of the property, however the impact on traffk =md circulation
generated by the project would not be significant.
Although the traffic report concludes that there will not be a significant increase in
additional vehicular movement, there are existing traffic movement and
circulation conflicts off site which currently impact the existing transportation
system. The traffic report does not consider or address the existing site access and
egress conditions on Campbell Avenue (or at Union Avenue) or access into the site
from the driveway at the northern property line. These conditions will further
impact present patterns of vehicular and pedestrian circulation including the
potential for an increase in traffic hazards to motor vehicles, bkyclists, and
pedestrians with an increase in traffic to and from the site.
The City has determined that the proposed project may further inhibit the
transportation system's capacity as related to this project. Off site traffic
improvements are necessary to minimize further impacts because of additional
traffic generated by this project.
Comment #8
XVI. UTILITIES & SERVICE SYSTEMS (d.e) - The project may result in the need for
modifications to the existing sewer system. Additional paved surface areas on site
will result in additional runoff. Upgrades to the existing storm drainage system,
including new connections, may be required per generally accepted engineering
practice.
XXIIL DISCUSSION OF LAND USE IMPACTS
The Campbell General Plan designates commercial uses at the project site.
Redevelopment of this site will continue to be consistent with the General Plan
designation for the. site and the immediate area. likewise, the use is consistent with
permitted uses in the designated zoning district and related redevelopment plans
for the area.
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~ ~)) Ij I. LOCATION MAP a
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/h1TM~ rrrr The Pruneyard
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MEMORANDUM
CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT
FROM:
SUBJECT:
Darryl Jones, comm~~e~opment DATE: December 28, 1994
Ron Marquez, P.E.~/7t(
TO:
pruneyard Modification Traffic
This memorandum is a follow up on the previous memoranda to you regarding
this subject and dated December 16, and December 13, 1994. I understand that you
have discussed our concerns with the project developer.
The following comments and concerns remain regarding this project.
I understand that consideration has been given to modifications of the
main entrance to the shopping center on Campbell Avenue. Shifting the
entrance to a location opposite Union Avenue to take advantage of the
signal at this intersection was not considered practical by the developer
at this time. This alternative, however, would not only improve access to
the project it would have the least impact on Campbell Avenue
circulation. Other alternatives such as signalizing another combined
intersection within 500 feet of Union Avenue would result in corridor
inefficiencies. Some modification of the present driveways is necessary
to address the weaving conflicts that exist at this intersection. It is
recommended that a median be installed along Campbell Avenue from
Union Avenue to the pruneyard Entrance Driveway. This design will
channelize and protect the major movements in the area. The
disadvantage of this recommendation is that left turns leaving the project
site would be required to make a U-turns at the Union Avenue
intersection. In addition, this concept will eliminate left turns into the
commercial development on the other side of Campbell Avenue. People
wishing to make this movement would also be required to make U-turns
at the signal.
As activity at the Center intensifies, it is recommended that a Union Avenue
access be reconsidered. The westbound left turn movement at the
Campbell/Union intersection is a critical movement which experiences the most
delay at that intersection. The addition of U-turns to the intersection will
increase the delay for this movement. It is recommended that this intersection
be monitored and that a new Union Avenue access be developed when the
level of service for the westbound left turn movement deteriorates to level of
service E. This will require the project owner to monitor the intersection and
fJffi
Page 2
December 28, 1994
analyze the operation once yearly.
In order to preserve an area for this future access, it is recommended that a
non-buildable envelope be provided on the site which would be used for this
driveway in the future. It is recommended that this envelope be 60 feet wide
and 100 feet deep and that it be centered longitud inally on an imaginary
northerly extension of the Union Avenue centerline.
At the northern Bascom Avenue entrance to the site the predicted volumes are
such that a second left turn lane is warranted from the project onto Bascom
Avenue. This additional lane will reduce the queuing that results at the
intersection. As mentioned in our previous memorandu m to you, there is also
need to provide for improved pedestrian circulation at the intersection. It is
recommended that sidewalks be extended into the developm ent along both
sides of this access. In addition, a small median refuge area is recommended
be designed to separate the entering and exiting movements as well as to
provide a refuge area for pedestrians.
Two additional observations are made regarding the interior circulation and
parking design proposed. Specifically the two long south to north parking aisles
near the center of the property do not provide for good pedestrian access to
either the commercial or the office uses on the site. If this design concept is to
be retained it is recommended that breaks be provided between parked
vehicles at 100-150 foot intervals in order to provide for east-west pedestrian
circulation. The existing configuration has an additional east-west aisle which
serves this purpose. The westernmost parking aisle is oriented for vehicles
traveling only in the northbound direction. This is a confusing design which
may result in problems for users. It is recommended that 90 degree parking be
provided in both of these aisles. This is the most flexible design from a
circulation and parking point of view.
cc: Bob Kass
Bob Harary
Chuck Gomez
Steve Piasecki
rjm
MEMORANDUM
CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT
TO: Darryl Jones,Com Dev
FROM: Ron Marquez, PE ~
SUBJECT: pruneyard Traffic Addendum
DATE: December-16, 1994
Attached is a memorandum from Jesse which identifies another issue not
previously discussed or mentioned in the traffic analysis for the pruneyard
Modification.
Please be aware that these concerns should be added to our list of issues for
the proposed expansion of the Pruneyard Site.
cc: Chuck Gomez
Bob Harary
Bob Harary
Steve Piasecki
rjm
MEMORANDUM
CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT
TO:
Ron Marquez
DATE: December 16, 1994
FROM: Jessy Pu
SUBJECT: Bascom/Pruneyard Intersection
--------------------------------------------------------------------------------------------------------------------
I have been observing the traffic movements and signal operation on Bascom Ave to improve
the signal coordination. I noticed one potential problem on the southbound right-turn traffic
going into pruneyard at the Bascom/Pruneyard driveway signal.
The southbound approach has quite a few right-turn traffic but does not have a right-turn
lane. The right-turn traffic shares the #3 lane with the thru traffic. When the southbound
traffic gets green, the pedestrians get pedestrian walk signal. I observed three potential
conflicts:
. When the right-turn drivers see pedestrians crossing the Pruneyard crosswalk, they
stop and cause potential rear-end conflicts.
. Some drivers turn right fast and cause potential pedstrian safety concerns. When I was
observing the traffic at this intersection, a senior citizen complained to me that the
right-turn traffic does not stop for pedestrians.
. I saw several right-turn traffic squeezing thru the bike lane to turn right to Pruneyard.
This is a potential conflict to the bicyclists.
Our traffic counts indicate that the southbound #3 lane (shoulder lane) carries 40-50% of the
total southbound traffic on Bascom. A fair share of traffic on the #3 lane turn right to
Pruneyard.
It seems that the traffic safety and operation could be improved with the provision of a right-
turn lane for the southbound approach and also a sidewalk on the north side of driveway.
MEMORANDUM
CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT
FROM:
Darryl Jones, Senior Planner
Ron Marquez, P.E. ~
Traffic Engineer
DATE: December 13, 1994
TO:
SUBJECT: Pruneyard Traffic Analysis
We have reviewed the Traffic study and plans for the Pruneyard Shopping Center
Modification. The following are my comments resulting from that review.
The approach to the traffic analysis is consistent with our request and earlier review of
the trip generation estimates for the project. The project will add 146 new trips to the
exi~!ing street system during the PM peak hour. The entire Pruneyard complex adds
approximately 1,700 trips during the evening peak hour.
The study, on page 24, discusses the parking demand for the project. The parking
requirements of the code indicate that the retail complex would need 1,023 spaces, the
hotel portion requires 168 spaces, and the office complex 1,041 spaces for a total of
2,218 spaces. A total of 1,896 spaces is proposed to be provided. This results in a deficit
as per the ordinance of 322 spaces. There may be some sharing of parking benefit which
should be analyzed in light of the substantial deficit. I recommend using the analysis
method described in "Shared Parking" as published by ULI.
There is no assessment of the operation of the main entrance to the center from
Campbell Avenue. This driveway into the site is divided into an entrance and exit and
separated by 125 feet. The exit driveway is separated from Union Avenue by 100 feet.
The proximity of all these movements to each other results in numerous weaving conflicts
on Campbell Avenue. The traffic volume at the pruneyard Entrance meets signal
warrants, however a signal this close to the Union avenue signal would not operate
effectively and would reduce the effectiveness of the system.
We have evaluated a number of options for combining the entrances and exits to the site.
The most favorable alternative from a traffic point of view is to combine the entrance and
exits at a point opposite the Union Avenue intersection. This would allow signalized
control for access to the site with minimal additional delay to Campbell and relatively little
additional signal costs. The alternative which we discussed would be to reroute the
exiting leg of the access to the Union Avenue intersection and to combine with that signal
operation.
1JID
Page 2
December 13, 1994
The revised interior circulation proposed through the center of the commercial area will
improve access to the parking area at the rear of the site. Circulation through the area
would be improved if the proposed design avoided either a dogleg to the right or to the
left. It is recommended that the driveway entrance from Bascom Avenue be realigned
to the north to provide a more direct route to the major circulation route to the west side
of the project.
The Campbell General Plan identifies a proposed new Class II collector connecting
Campisi to Campbell Avenue. This extension will provide a more direct connection to the
project area from Route 17. Project related traffic could bypass the Bascom and Hamilton
intersection by using this access approach. The need for this new road will become more
critical as traffic increases along Bascom and Hamilton. It is recommended that
consideration be given to this new road in future modifications of this project.
The traffic analysis indicates that the additional traffic does not result in Congestion
Management Agency(CMA) level impacts to the surrounding street system. There has
evidently been some improvement in traffic levels as a result of Route 85 opening.
The traffic study does, however, indicate that there will be a traffic impact at the Hamilton
and Salmar intersection. This impact does not reach the level of a CMA impact but it will
result in long delays for certain movements at the intersection, specifically the northbound
right turn movement.
The City has a project proposed in the Capital Improvement Program for the widening of
Salmar as it approaches the Hamilton Avenue. This project is estimated to cost $188,000
and is proposed to be funded by private development. A second project in the Capital
Improvement Program which is directed at this intersection is the Hamilton and Route 17
project. This 1.1 million dollar project is proposed to be funded with federal ISTEA funds
at approximately 80%. The balance is to be funded with local funds in the amount of
$244,000. The total local funding needed for improvements at this intersection is
$432,000.
At this time two developm ents are proposed which both have an effect on the intersection
of Hamilton and Salmar. The respective share that each project has for the road
improvement may be measured on the basis of the number of trips each development
generates at the problem intersection.
fJm
Page 3
December 13, 1994
The two projects and their anticipated trip generation are;
Pruneyard Modification
18 Trips peak hour.
Breuner's Redevelopment
281 Trips peak hour
Total Trips peak hour
299
Based on this distribution of trips, the Pruneyard would be responsible for approximately
6% of the cost of the combined road improvement projects or $26,000.
Let me know if you have questions. We should probably discuss this with our respective
bosses' participation.
cc: Bob Kass
Steve Piasecki
Bob Harary
Chuck Gomez
Dm
Joan
tLar
Department:
Planning
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RECEIVED
Hl~ - IlL MAR 8 1993
Public Worb/Engineering
.-
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 8, 1993
Diane Waters
Monighan & Associates
710 Twelfth Street
Sacramento, CA 95814
Re: Parking Area Modifications - Tower Records - 1900 S. Bascom Avenue
Dear Ms. Waters:
The Planning Department has reviewed your preliminary parking lot layout
and your request to relocate the left turn movement proposed on South
Bascom A venue. Based upon this review and discussions with the
Engineering Division of our Public Works Department, a number of concerns
are raised. Additionally, further information is necessary to adequately
review such a proposal. The following concerns are in response to your
initial submittal:
1. The median island improvements on Bascom Avenue were
designed by City staff with a number of specific pedestrian/safety
and residential/commercial access objectives in mind. These
objectives were represented at the four Bascom Avenue
Improvement Project community meetings held by City staff. The
community's input was received and incorporated into the design
to the extent possible without sacrificing the safety objectives. As
you are aware, the design was approved by the City Council at the
February 2, 1993, meeting. These objectives include:
· Prohibit pedestrians from crossing Bascom A venue in the
middle of the block and to encourage use of the signals at
Campbell Avenue or the north Pruneyard driveway. This is
achieved in the current design by locating the median opening
far enough south that nothing is gained in terms of distance or
time by crossing at mid block unprotected. It is the City's intent
to design the median in front of Tower Records with
landscaping and fencing so that pedestrian crossings are
essentially impossible.
CITY OF CAMPBEll
Ms. Diane Waters
Re: Parking Lot Modifications
March 8, 1993
Page 2
· Provide additional equal street access to ALL businesses in that
~ ~ block of Bascom Avenue via a median opening between the
, signals at Campbell Avenue and north Pruneyard driveway.
11J The current access for vehicles southbound is via the signal at
- \ Y f1 ~ --r ~~v- Campbell Avenue. The proposed location of the median
~ r-Y'I) opening allows for street access for all businesses in the block.
~ . · Discourage additional traffic on the residential side streets.
v:;:; ~ This was accomplished by not locating the median opening at
" ~ either McBain Avenue or Fewtrell Drive.
y..r~ An additional objective of the Bascom A venue Improvement
Project was to receive and incorporate community input to achieve
a project that met the objectives of the City and the community.
The City feels this has been achieved through the community
process that was undertaken and we would not be comfortable
making significant changes to the design, which has been adopted
by City Council. However, if you feel you have a design proposal
which meets the City and community objectives outlined above,
and you are willing to undertake a community process, then the
Ci ty will consider it.
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The Traffic Engineer has requested that an origin/destination study
be provided for the Tower Records store, an analysis of the potential
for parking linkage situations between neighboring retail uses and
an analysis of the bus stop (transit) locations within the vicinity be
provided in a design proposal.
The Planning Department would recommend that the parking lot
layout be reviewed further in light of requirements to provide
landscaping buffer along adjacent residential uses, a boulevard
treatment along the South Bascom A venue frontage, and improved
pedestrian access and walkways through the parking area.
3.
The Planning Department would encourage that the project be
reviewed or considered a phase of a larger master plan for the
eventual development or expansion of the Tower Records store and
CITY OF CAMPBEll
Ms. Diane Waters
Re: Parking Lot Modifications
March 8, 1993
Page 3
4. Recommends that the proposed circulation take into consideration
the circulation patterns of adjacent commercial developments. It
appears that the proposed driveway is duplicating the driveway
adjacent to the existing Der Wiener schnitzel restaurant. Perhaps, a
further review of the parking lot layout would conclude that one
driveway can be provided to service both of these developments.
I have enclosed a copy of an aerial photo and the median treatment layout as
proposed by the Public Works Department. The neighboring property owners
should be consulted to obtain concurrence of a revised circulation pattern for
their properties.
If you should have any questions regarding the above information or wish to
pursue this matter further, please do not hesitate to contact the undersigned.
Sincerely,
c-c~
Tim J. Haley
Associate Planner
cc: Mike Fuller, Assistant Engineer
Joan Bollier, City Engineer
Bret Mi tchell
Tower Records
1900 S. Bascom Avenue
Campbell, CA 95008
Stan Ziemba
MTS Inc.
2500 Del Monte
P.O. Box 919001
West Sacramento, CA 94591
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MEMORANDUM
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CITY OF CAMPBELL
To: Donald c. Wimberly Date: November 3, 1992
Director of Public Works
Fcom' Gary l<ruqer. Tra~~ic Enqineer ~ {~
Subject:
Traffic Studies for Pruneyard Subdivision
----------------------------------------------------------
The proposed subdivision of the Pruneyard raises
several, immediate concerns regarding traffic access and
circulation in the vicinity. The need is to identify problems
with existing access and circulation and determine whether
the proposed subdivision forecloses on our ability to solve
those problems. The study would assume the same land uses as
now. Future year traffic issues are beyond the scope of the
this traffic studYi although it is important that the city
independently assess likely future traffic conditions to
determine whether present problems are further exacerbated.
Scooe of Traffic Study
1. Issues and Known Problems:
a. The main driveway from E. Campbell Avenue is offset from
Union Avenue to the extent that westbound left turning
traffic conflicts with both eastbound left turns into
the pruneyard as well as with outbound left turns.
Additionally, the distance for southbound right turns to
the westbound left turn lane is too short, so drivers
attempting to turn left onto Union after leaving the
pruneyard cannot fully enter the westbound left turn
lane.
b. The volume of traffic exiting the pruneyard at the north
driveway on Bascom and the main driveway on E. Campbell
may be sufficient to warrant signal controls. Warrants
for signal control should be calculated for both
driveways, assuming that other driveways could be closed
(ie., assume all traffic enters and leaves via these two
driveways only).
c. Traffic safety in the vicinity is a problem in terms of
driveway accidents, accidents in the median, accidents
at signals, and pedestrian and bicycle accidents, and
even night accidents as related to levels of lighting.
gek: memo.D19
Page 2
November 3, 1992
d. The southerly driveway on Bascom creates confusing
traffic movements in relation to the southbound right
turn lane on Bascom to westbound Campbell.
e. Pedestrian and bike travel along the frontage is a
problem as is pedestrian and bike travel across SR 17 to
and from the site. Of note is the lack of a sidewalk
along the south frontage. Bike travel is also affected
by the special right turn lanes on southbound Bascom as
well as the very wide westbound curb lane on westbound
Campbell.
f. Several signalized intersections in the vicinity operate
near or at LOS F. These include: Bascom and Campbell,
Bascom & Hamilton, Campbell and Union, Creekside and
Hamilton (especially considering the revision for the
Vasona Corridor), Campisi and Creekside, and Bascom &
Campisi. In addition, Bascom & Union in San Jose is a
problem directly affected by pruneyard access and
circulation patterns.
g. The ability of pedestrians to get across both Campbell
and Bascom to reach transit stops or uses on the other
side of the street is compromised by the high traffic
volumes on Bascom and on campbell.
h. Transit transfers are a problem at Campbell and Bascom,
and the location of transit stops may not be optimum.
i. The present Circulation Element shows a direct
connection from Campisi to Campbell at Union. To what
extent does the proposed subdivision foreclose that
option? Would this connection increase travel demand on
Union? Would this connection eliminate traffic on
Bascom, and especially, at Bascom and Hamilton?
2. Scope of Work:
a. Existing Conditions should include a complete
description of the following:
(1) roadway system serving the site (out to 2 miles),
and including the internal roadway system
(2) other modes (bikes, pedestrians and transit)
(3) volumes - daily, and peaks, also Saturday peaks
(4) LOS with and without optimized signal timing at
gek: memo.019
Page 3
November 3, 1992
appropriate signalized intersections
(5) other traffic controls (medians, curb uses, loading,
turn restrictions, lane controls, etc.)
(6) origins and destinations of traffic using the street
system adjacent to the Pruneyard
(7) accidents: rates per million VMT, per million
entering vehicles, night-day accidents, collision
diagrams for Campbell and for Bascom adjacent to
pruneyard
(8) appropriate data from a study of access and
circulation in the vicinity of the pruneyard by OKS
(9) available gaps for pedestrian crossings between
signals
b. Baseline Conditions:
(1) Adjust existing system roadways with approved
projects
(2) Add approved trips to counts and recalculate LOS
(3) Recalculate LOS for all driveways with approved
trips
(4) Recalculate signal warrants with approved trips
3. Mitigation:
Because the proposal does not change the land use or
intensity, the issue of mitigation is really: "what can be
done to correct the problems noted above?" Once the
alternatives have been defined, the question to be answered
is whether the subdivision affects the city's ability to
correct the identified problems.
Of additional interest is the design of the access and
circulation on site. There are several circulation problems
on site at the Pruneyard, and the subdivision should also not
foreclose on the ability to address these problems.
Related city Studies and StudY Process
The city is completing a study of access and circulation
to the entire area including the pruneyard. The city will
also assess a scenario wherein the entire pruneyard increases
in intensity and also changes uses. The city will also
forecast traffic conditions to 2000. This information will
also be considered in the review of the proposal, but the
Pruneyard traffic consultant will not need to prepare any
gek: memo.019
Page 4
November 3, 1992
traffic studies involving changes in intensity or use, nor in
future year traffic conditions. The city will also be
preparing a deficiency plan for the CMA intersections of
Bascom & Hamilton, Bascom and campbell, and SR 17 and
Hamilton.
It is appropriate that the city and consultant studies
be coordinated. The city also has various data and other
services that the traffic consultant may use at cost. A list
of city traffic engineering services and fees is described
later in this memo.
The consultant will need to collect much of the data
from the city's files and model. There is also a need to
complete an environmental checklist that is cognizant of the
issues and problems raised above. For example, mitigation of
existing problems may substantially alter traffic patterns in
the area, especially if internal roadways and driveways are
modified at the site. Any substantial alteration of existing
traffic patterns requires a substantive answer, and the
traffic study should meet this requirement.
The city's schedule for examining alternative land uses
and future conditions is to have the detailed forecasting
tools developed by the end of December, 1992 with forecasts
of traffic impacts of future conditions available in
February, 1993. The traffic consultant can also use the
city's model to meet their traffic study requirements. It is
expected that the traffic consultant and the city traffic
engineer will provide traffic information for the decision on
approving or not approving the parcel split. The data from
the traffic engineer will not be available until March, 1993.
List of Traffic Consultants
The following consultants have the breadth of experience
and professional staff to adequately complete the traffic
study:
Barton-Aschman Associates, Inc. - San Jose (408) 280-6600
CH2M Hill, San Jose - (408) 436-4909
wilbur Smith Associates, San Jose - 297-5792
TJKM, Transportation Consultants, Pleasanton - (510) 463-0611
gek: memo.019
Page 5
November 3, 1992
Fehr & Peers Associates, Inc., Lafayette - (510) 284-3200
Schedule of Fees for Traffic Engineerinq Services
The City of Campbell, Public Works Department offers
traffic engineering services to the public as follows:
Intersection turn counts (two hour count)
Intersection turn counts (both a.m. and p.m. peak)
Average Daily Traffic, Weekday Average Traffic
Campbell Traffic Model: Full-Scope Traffic Study
$ 57.00
$ 114.00
$ 0.00
$2,100.00
Campbell Traffic Model: Reduced-Scope Traffic Study $ 700.00
Modelinq Services:
Full Scope: impact assessments includes inserting the
new traffic analysis zones (for the project area) and
appropriate links into the network. Trip generation for
the new zones would be developed within the model based
upon ITE Trip Generation as well as the model trip
generation formulae. The model will be run for both the
a.m. and p.m. peak hours for existing, baseline and
horizon year scenarios with and without the proposed
development. CMA intersections and SR 17 will be
examined to determine which of them the project will
impact and cause a 1% or greater increase in
Intersection Capacity utilization (ICU) through the
project increment trips. Specific volumes for the
project, and shifts in baseline volumes (ie., existing
and approved trips on the network displaced by project
trips) will be transmitted to the developer's traffic
consultant for further analysis. (In the case of the
pruneyard - the shifts in project volumes will not come
because of changes in trip generation, but due to
changes in the network to correct the traffic problems
in the pruneyard Area.)
Reduced Scope: impact assessments will include the
insertion of new zones and links into the model. Trip
generation would be completed based upon model trip
generation. The model will be run for the a.m. and p.m.
peak for baseline conditions.
gek: memo.019
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CITY OF CAMPBELL
MEMORANDUM
From:
Tim Haley
Associate Plann~r _h
Mike Fuller If'lIY{; ~~
Assistant EngineJr
Date:
August 10, 1992
To:
Subject:
Referral of Tentative Parcel Map/Lot Line Adjustment
PM 92-03; 1875-1900 S. Bascom Avenue; Pruneyard
Our comments regarding the Pruneyard tentative parcel map are as
follows:
1) Parcel 1 and Parcel 3 have no frontage upon a public street,
which violates Section 20.16.030 of the Campbell Municipal
Code.
2) The Parcel Map conflicts with the City Council adopted
Circulation Element of the City of Campbell General Plan
which shows the extension of Campisi Way through the subject
parcel as a Class II Collector street.
The Public Works Department recommends that division of the
Pruneyard not be permitted before the completion of a
comprehensive land use and transportation master plan. This
plan must address the current land use and transportation issues
as well as those associated with redevelopment of the site.
There are a number of deficiencies associated with the current
street arrangement and on-site circulation at the Pruneyard:
A) A signal is needed on Bascom Avenue at the northerly
pruneyard driveway.
B) The southerly driveway on Bascom Avenue creates a
confusing confluence of movements.
C) Sidewalk is lacking along the Campbell Avenue frontage of
the pruneyard.
D) The intersections of Union Avenue and Campbell Avenue and
the pruneyard driveway and Campbell Avenue are inefficient
and confusing.
E) The relationship of the pruneyard to other land uses and
transportation facilities need careful study.
These issues must be addressed with this tentative parcel map.
cc: Don Wimberly
Joan Bollier
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ORDINANCE NO. 1823
BEING AN ORDINANCE OF lHE CITY COUNCIL OF THE an OF
CAMPBELL ADDING SECTION 20.16.035 TO THE CAMPBELL MUNICIPAL
CODE REGARDING EXCbYTIONS TO SUBDIVISION ACCESS
REOUIREMENTS
The City Council -of the City of Campbell does ordain that section 20.16.035 is
hereby added to the Campbell Municipal Code, revised to read as follows:
20.16.035 Exception to Access Requirement
The City Council upon recommendation of the Planning Commission, may
approve a subdivision which creates lots which do not have frontage on a
public street under the following circumstances:
a) The subdivision is either:
1) Zoned PD (Planned Development) or C-PD (Condominium-Planned
Development) ; or
2) Part of, or contiguous to an existing or proposed commercial,
industrial, mixed use, or office development exceeding 20 acres in total
site area, and is integrated with said development through common
access easements or other aspects of integrated site design; and
b) Permanent vehicular and pedestrian access is assured through
recordation of reciprocal ingress/egress easements for all parcels within
the subdivision boundary, including access rights for all property owners,
guests, employees, clients and customers of all business entities or tenants
lawfully located within the subdivision boundary; and
c) Each independent parcel is self sufficient in terms of parking
requirements to serve the existing or proposed uses on the parcel unless
off-site parking is assured through permanent parking easements located
nearby (within 300 ft. of the building's or center's public entrance) on
adjoining parcels; and
d) Utility connections are located within easements benefitting the
independent parcels which exist or are proposed within the subdivision;
and
e) The subdivision will not disrupt or delay the provision of street
improvements; and
o Covenants shall be recorded which obligate existing and future property
owners to jointly provide for street improvements, as required by Chapter
11.24 of this Code, or condition of subdivision approval, and to participate
in any assessment district which might be formed for the purpose of
installation of said street improvements; and
1
>
g) Covenants, conditions and restrictions (CC&Rs) shall be recorded
which ensure the joint development of landscape improvements along
the public street perimeter of all parcels within the subdivision
boundaries; and
h) The subdivision CC&Rs shall establish a property owners association
for the joint maintenance of reciprocal rights of way and perimeter
landscape areas; and
i) In instances when more than one of the proposed parcels will remain
under one ownership, the above easements and/or covenants shall be
placed in escrow and recorded simultaneously with any transfer of
ownership of any of the affected parcels, at no cost to the City; and
Passed and adopted this 10th day of Decembez; 1990, by the following roll call
vote:
AYES: WATSON. BURR. CONANT. ASHWORTH. KOTOWSKI
NOES: NONE
ABSENT / ABSTAIN: NONE
~J- /-
------------- (
, Michael F. Kotowski, Mayor
Att~t:, ' ,_, 7
i~~f~/Htt
~ka Olsasky, City ClerU
sub-ord. changes 9/90-cp-4
T~:~ F()"~(~('I..,t'i ~~,:(.:;-~)': ;T-,'
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CITY OF CAMPBELL
MEMORANDUM
To:
Mike Fuller
Assistant Civil Engineer
Date:
July 21,1992
r~A'~iV~~
From:
Tim J. Haley
Associa te Planner
Public: W orksJ EnginOBring;
Referral of Tentative Parcel Map/Lot Line Adjustment
JUL 21 1992
Subject:
----------------------------------------------------------
Please find attached a Tentative Parcel Map for your review and
recommendation. Your comments and conditions are requested by the
response data indicated below. If a response is not received by that date, it will
be assumed that your office is recommending approval of this Tentative Map
and that no conditions are forthcoming.
If you should have any questions regarding the submitted map, or if you
should need additional information, please do not hesitate to contact the
Project Planner.
File No.
PM 92-03
Assessor's Parcel No.(s)
Address:
1875 - 1900 S. Bascom Ave.
Campbell, CA 95008
Filing Date: Tuly, 16, 1992
Project Planner:
Gloria Sciara
Response Date:
August 10, 1992
Attachments: (2 copies of map)
Preliminary Title Report
.-----.
r
CITY OF CAMPBELL
70 NORTH FIRST STREET
C AMP BEL L, C A L I FOR N I A 9 5 0 0 8
(408) 866-2100
FAX # (408) 379-2572
Department:
Planning Department
July 31, 1990
Fred and Helen Sahadi
c/o The pruneyard & Towers
1901 S. Bascom Avenue - suite 900
Campbell, CA 95008
RSCEBVB!lJ
rUJ G 0 G lS90
Public WerlalE' .
, .nQmnorln!=l
RE: PM 90-04
1875 S. Bascom Avenue
Lands of Fred and Helen Sahadi
Dear Mr. Sahadi:
The Planning Director and the Public Works Director have approved the
referenced Tentative Parcel Map based upon the mandatory finding that
this Tentative Parcel Map, together with the provisions for its design
and improvement, is consistent with the General Plan of the City of
Campbell.
The final map shall be filed with the city Engineer for examination,
approval and recordation in accordance with the provisions of the
Subdivision Map Act.
This approval is subject to the following conditions:
1. Process and file a parcel map creating the two lots.
2. Show mutual access easement for Parcell and 2 from Bascom Avenue
and change note to reflect both pedestrian and vehicular access
allowed for Parcel 2 from Parcel 1 off of Bascom Avenue.
3. Adjust new property line location and modify existing building
openings and exits to meet Building and Fire Codes as required by
the Building Official prior to submittal of Final Parcel Map.
CITY OF CAMPBELL
Fred and Helen Sahadi
July 23, 1990
Page Two
This Tentative Map Approval is valid for 24 months.
APPROV~D BY ~~llJLANNING DIRECTOR
ON August 1{ 1990
// ' /
/X:j/~ C-- ~~A #
steve Piasecki
Planning Director
cc: Engineer - Bob McDermott, VMH
JMH civil Engineering
925 Regent street, suite 200
San Jose, CA 95110
Public Works
Redevelopment
C:pm90-04
APPROVED BY THE CITY ENGINEER
ON August 1, 1990
,~ L- ILL--
Bi' . --1Ielms I '
Actlng Public Works Director
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i mbelJ~
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uinne
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CITY OF CAMPBELL
rllPer
v
enD er
eturn to
To:
JII"t'-
Steve piaseCK~
Planning Director
Date:
July 23, 1990
From: Donald C. Wimberly
Public Works Director
Subject:
Parcel Map - Pruneyard
APN 288-04-01 thru 21: 1875 Bascom Avenue
--------~-------------------------------------------------
We recommend approval of the application subject to the following
conditions:
1. Process and file a parcel map creating the two lots.
2. Show mutual access easement for parcell and 2 from Bascom
Avenue and change note to reflect both pedestrian and
vehicular access allowed for parcel 2 from parcel 1 off of
Bascom Avenue.
cc: Marty Woodworth, RA
NQ:PN9004
RECEIViD
JUL 2 ;j '990
p . Works Ac'mlnlrtr.tiOfi
,-
CITY COUNCIL
CITY OF CAi.jpE};LI., CAL I FOIzin!\
SPEC 1:',,). D];VELOr:;Urr P~Ti'.{lT # 1
Pursuant ~o S!xt~cn~; ~.'315.11, ('1: s:.:'c, of the C:l.!i!pbc11 ~.lunicip~l
Code, Frc'cl SnhCll_t.i j::- ilC';'cb:: gr~;n Lcd a Sp::ci:::l !l~\-cJop!f!cnt l'ermi t to
const:-uc\: an 18 s:';r,-r:; ,~ffi:..:c: btl51d;j-:g Oil prnport)" locr:tcd on the: north
s j de 0 f J; a s t C ~'i'T : ) c: IT :\ \" c;:, U (') S ,t ~ J. P n r C' 1"t: r 1; e j n S :!10l" C p (l T tic ..1 Ln: 1 y
dC>c'CI'j!])!'-l 1'-'1 '-'J-' "1."-~:('"'Lil-''' 1~1'lr'r1 ]'11 tIt!':. off]'cr. 0' tl',C 1>1"'11']'110 Dnl)'-""-:--
'.;;).' . ..-\... ~ c..:.L ~"...."'.1)-'-'''''''\. _.JA.l . .............t _ J..... ........... l l~....... 0 '- (,~....'"'
me jl ton Ll c C C i:l :) C L' 2, J~) (l f;, sub j c: c t tot h c f 0 11 o;d 11 g COIl d i t ion s :
1. Penidt to bCc.:O)il:' \'<..lid upon CC.'!;:l)l.::t:i.CJ11 of zone chanee from
C-2-5 to C-2-0.
2. COElplLm:'.: \,:i th all the con<.:i tj 0:1$ o{ the si te pIons approved
by Pl<.:nnin[; CQ;,;,rti::;.sioll on ~~ovcj,lb'2.r !~, 1968.
3. Plans for fencing nnd lallClscapi.nr:, i;lClulling the location of
llC):::(' bl",\" ---"1',.1-'C'l' c"}'c"" "c..' ~llll"')""-", or fC"jlr]"l(T '-]'''11 br.
~. . L..."'), .::> iJ ~ .........J... ~..." l. ...1 c.4... _ \". j' '", _' .L . "-"..6 (;... ..:J lL_ I...,;
submitted for appl'ovc;.l of the Pla:-;.ni.n~; Dirc:ctor at the time
of appJjc.ltiC!l fOl" builtling pcn:~t.
4. A faithful p('1"forr:~l1:ce bGr,d in tllC a:'l.J'..mt of $3,000 shall
be pas t ed to illS urc: 1 ands ea p i n~~, f cr:-::ing alld s t Tip i ng of
parking a:ccc. ~:j.t;dil. three (3) mO:ltJ1:; of conpletio:l of cen-
s t r 1I c t ion 01" t L~: a p p 1 i c :.t 11 t m,~ y f i 1 c a. ~'.'r i t ten a r. 1" e C i:-\ C n t to
cOI:1pJetc L:,:.d:;c8.pjng, fencing, ar1d striping of parl~ing al'ca
- prior to final Building DcpartJilcnt clearance.
5. Applic1!lt shall pay a storm chainage area fee lJ~ the amount
of $765.00 per acrc.
6. A special clcvelom.lcnt application fee of $25.00 shall he.
made in accordance \...i th the fee resolution appro',!'cd by
City COllIlcil.
7. The proposed development is to be linitecl to an 18 story
building with a maximUl:1 hei'ght of 250 feet.
8. Mecllanica1 equipnent to be enclosed according to plans
approved by the Planning Director.
APPROVElJ
January
BY THE CITY COUXCIL of the City of Canpbell on
, 1969.
13th
AYES: Councilm~n:
Chamberlin, Doetsch, R9gers, Smeed
NOES: Councilmen:
None
ADStNT: Council~c~:
Hyde
APPROVED:
William S. Smeed
~Iayo r
ATTEST:
---C"-l t~L..'i-:;-,---f.
." _ t,.. ... J..,-
Dorothy Trevethan
C/-l
I
,.
, RESOLUTIO~ ff9ll
B[J:'~:; :\ !~l~SOLUTJO:~ OF TIlE PL\:~~:I~~G CO:,;:IISSIm:
OF lifE CITY OF CA:!l"ij;:LL RECO:,r;-;Cd)lXG APPROi,':\L
OF Sl\:'~CL\1. UE'.'ELOI':lE.'(1' PEW,IIT IN C-2-0 AS
PE:~ .\PPI.IC:\TI;)~~ OF FltEU S,\iIADI
i\'IIEREAS 110tifiCillc,; ::85 ~8c:a ri'."c;a 31l(~ j1,..llJliC hCcirin!' has beea' held
... .~.
. t ~" ~ I...... ,..., - ,7 " ; ,. . ;,. 1", "t h " ~ 1 .. 1 J' ('''' .. J' 0 '1 0 f 1: I" e 1 S : "H {' 0 ,.
111 ..1\;; J:1<...11.1.,1 Sl)'~\."c. ..:\., ,)) _d\', 0.. ..V <":)iJ-',l. . U ,~l..l"l.... !
app1'o\"::11 of ~ Sj'ccj;:J J;'::VClopElc'nt Per:;,it to CO;lstruct. an 18 story
offl' Cf' l)lll" (1; ,. (T ,"",e 1'1'1'""''''''1 \' lO"'~I! {~(1 0')" ti.,.... .\70''''[')1 51' c1e I"\Jr. }:'lS t. C",~,)l)(~l'l
.-' ,_ t. -~_, ..._4....,.. '-"... 1 .. ""1 ....J. _,,, "-.... ......' . ........\.... ~ _. .1\..6..- "" .t "'1 L. ......
Avelllle in a C-2-0 ::r;;;i;,,, t1j~,trict., as nor [lT1]jcatjon fih'cJ in the
~ . J.. I
r.f'., f" -, l)l~')" i' ) fIr".,> 't' "nt . \' . ',-.r," .' "'7 lC)6C" . (1
OJ. lC", 0 tll,_ I <"'..:.,,::., .J".".l .I.k.. Oll .,0\ _",l.lCl L.) . ", an"
\'iIIERE/\S after en'al pr':~cllLad.ojl br t:iC Plannil~~: Director, proponents,
Oppoilcnts DiHL }'cPO!.t [rcd;: 1he Al'cili"i:.ec.tural :\p~jrcl\'al Cor.:~1ittec, t;iO
!lea ring h'HS clc)~)(;d; Cll:d
\\:I'II;I~j:;\S aJ~l(;l- r.\'.', '-n:'1<::'1'1.'1"l,.'tl'("1' or. "]1 ,,\,;(l{"lCr'- l)l"~c:;cn'l..."l t1.c I>]'>J1-
J ....." "'... . _" '-.......~ .. '~, (.. . _. .... I..L "" .t.. ....,.. ..... 1 ~'... . .. . "'" \.. , ... . ,.. ..
ning Cor1:l!ission c2~t:C'rnil1c(: t!lat the proposecl dcv8lop:;;C'i1t \';ould not be
clctrirl(;!ltal or l1ar::l~L11 tD existing or propo:;c~1 dc\"cloT)Llcnt in the arC,l
or to the resjl.lcnt~ of t.he arCiJ or the City as a i,;i101c.
NO\';) TllERlF01~L, }~E I T RESOLVED tll0. t. the P lanH j ng Comnis s i 011 of the
City of CamplH;ll rC'r.c;;,~28i)(.ls that the City Coulicil C/lC'.ct t11::.: ncc('~,-
SD-ry Jcgislatun; to <li'l1l'o\'C' Lhe SjlcciCll Develop:l:C:lt PC::CJ:dt attached
hereto ,!S ".Exhibit :\", and made a parl hereof.
PASSED A:\D AI)O?TED this 1(, th day of Dcc'~JE:)er, 19(3) by tile [olloi.:in~_~"
roll c[~J.l vote:
AYES:
COIi1I:ii S 5 i 0 r.e 1'5 :
Grim, Healey, Lyons, Scott, Young, Klein
NOES: COml7'li s s i ul~C 1's :
~onc
ABSE~T: Commissioners:
Pack
APPROVED
Frank Klein
Cw i rf;1an
ATTEST:
Arthur ~ec
Secrc tarr
...
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I
CITY (I ~~ C!,;,IPll~: i. TJ
Pi,i\(JUli~G co:::nSSION
;\PPL ~ ~/..T10~: FO:~ liS" APP~OV^L
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!..ppliC',C:::1'~~S r:::...:r.t a.ttach thrc::! (3) cornc~ of tho site.;
pltl.i1S ailc1 el(;'.'~d.ons of ~1:0p'')scd :1.~;pro,.;e::<:I1ts. . 0:-"'-1
CO-" "J."'I ',- l'r~.""l'.-'-Cl t". '11'" -l'}l'.-'.'o':,.,n C()'''~'11't.('~".. O"r.>
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5. Tho applicatio:.~ shi:11 be acc');;:pr:.nicd by a $25.00 fili-;.,e
!'e e .
6. The City of Cc.'!1pbelI rc'qu;.l'CS inst"llation of 2.11 ut~li-
t.;"'S l'n""U(l:"~T ~"'/""~...,~" tC.J-=OP'lf'1"'" anc1 te'c',':cl'C'l c"~)le(;
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to be lFl(:~~'-'J'("'l'~'(~
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