2000 S. Bascom Ave. (97-07)
MEMORANDUM
CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT
TO:
Barbara Ryan, Project Planner
DATE: April 16, 1997
FROM:
Michelle Quinney, City Engineer / /
Harold Housley, Land Development Enginee~ ;lUQ
RE:
APPLICATION NO:
ADDRESS:
APPLICANT:
PROJECT DESCRIPTION:
S 97-04 and UP 97-02
2000 S.
Dale Wenkus, A.LA., for Buca, Inc.
Dinner house in existing building
DISCUSSION: The following Conditions of Approval apply to Assessor's Parcels 288-08-54
& 78. The Conditions are based upon the applicant's site plan dated 3/21/97. It is also
understood that the Director of Community Development has determined that the scope of
work is such that street improvements can be required.
CONDITIONS OF APPROVAL:
Right-of-Way:
Prior to issuance of any building permits for the site, the applicant shall grant additional right
of way as follows: .
. Along the Bascom Avenue frontage to accommodate the required installation of City
Standard Boulevard Walk, or as modified by the City Engineer because of conflicts with
existing structures,
. Along the Campbell Avenue frontage to accommodate a City Standard Commercial Walk
between Bascom Avenue and the Campbell Avenue driveway to the site,
. Along Campbell A venue east of the driveway to the site to accommodate a City Standard
Residential Marginal Walk.
Applicant shall prepare all documents necessary to describe and record the right-of-way and
submit to the City for review, acceptance, and recording. Applicant shall provide the City
with a current Preliminary Title Report showing the current owners of the property. If right-
of-way interest proposed to be conveyed to the City is an easement, it is subject to approval of
the City Engineer and City Attorney.
Grading and Drainage Plan:
Prior to issuance of any building permits for the site, the applicant shall provide a drainage
plan for the site and shall provide verification that the proposed storm drainage system is
adequate for the proposed development.
Standard Street Improvements:
Prior to issuance of any building permits for the site, the applicant shall prepare plans, pay
fees, post securities, and provide insurance as necessary to obtain an encroachment permit to
construct public street improvements, as required by the City Engineer. Public street
improvement plans shall be per City Standard Specifications and Details For Public Works
Construction and shall be prepared by a registered Civil Engineer licensed in the State of
California, and shall include the following:
. City standard boulevard walk along Bascom Avenue between the driveway to the site and
Campbell Avenue.
. City standard commercial walk along Campbell A venue between Bascom and the site
driveway on Campbell Avenue.
. City standard commercial driveway approach on Campbell Avenue
. City standard "alley way" type approach on Bascom Avenue with the minimum 20' face of
curb radii.
. Relocation of utility meters, boxes, cleanouts, and other surface improvements to back of
walk.
. Transition from existing 6' sidewalk south of the driveway on Bascom Avenue to the new
7' sidewalk proposed for north of the driveway.
. Relocation of traffic signal facilities to accommodate new sidewalk configuration
. City standard handicap ramp at corner of Bascom and Campbell
. Protection and/or installation of new traffic signal interconnect conduit with conductors
. Removal of existing street light and conduit and conductors and installation of City
standard street light, conduit, conductors, pull boxes, etc.
. All existing utilities must be shown on the improvement plans
. All proposed landscaping on public property must be shown on the improvement plans and
any conflicts with existing or proposed improvements/utilities must be resolved on the
street improvement plans and must be reflected on the approved landscaping plan for the
site.
. Installation of irrigation systems and street trees
. Show all existing/proposed traffic signals and street lighting systems
. "Residential Parking Only" signs, in both directions of travel, at the boundary line between
residential and commercial properties.
Completion of Public Street Improvements:
Prior to issuance of occupancy approval for the site, all public street improvements, as
required by the encroachment permit, must be completed and accepted by the City Engineer
and the applicant must provide the one-year maintenance security.
Underground Utilities:
All new on-site utilities shall be installed underground per Section 20.36.150 of the Campbell
Municipal Code for any new or remodeled buildings or additions. Applicant shall provide
evidence from all utility companies that the application as proposed can be served. Applicant
shall comply with all plan submittals, permitting, and fee requirements of the serving utility
company.
Applicant shall submit a Utility Coordination Plan and Schedule for approval by the City
Engineer for installation of all utilities. The plan shall minimize the damage to all public
facilities.
Storm Water Management:
Comply with California Storm Water Best Management Practices Handbook, prepared by
Storm Water Quality Task Force, Santa Clara Valley Water District.
Advance Notification:
Prior to commencing any work on the site, the applicant shall inform the adjacent properties of
the upcoming construction and shall provide a contact number for those parties to call with
questions or concerns during construction.
j:\mq\ld\1600bas
7)cj?':Uh,- ( r('1
4/2/97
MEMORANDUM
CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT
TO:
Barbara Ryan, Project Planner
DATE: March 26, 1997
FROM: Michelle Quinney, City Engineer ~/
Harold Housley, Land Development Engineer
SUBJECT: Development Review Committee - Pre-Application Review
APPLICATION NO:
ADDRESS:
APPLICANT:
PROPERTY OWNER:
PROJECT DESCRIPTION:
PA 97-07
2000 S. Bascom
Dale Wenkus AlA of John Kraemer & Sons
Pre application review for Beppo' s restaurant
SUBJECT: Public Works Department's Review Comments
DISCUSSION: The existing site plan does not show the existing vs. proposed improvements
nor the existing utilities. It is important for the applicant to show these on the site plan, so that
the scope of work for the required improvements can be more accurately evaluated by the
applicant. The site plan does not call out the existing vs. proposed property lines, the distance
of these property lines from the centerline of Bascom and Campbell Avenues, nor the location
of the existing/proposed improvements in relationship to these property lines. Without this
information, our comments may not be complete. In addition, locations shown for street trees
will need to be revised to keep all trees a minimum of 20' from driveway locations and
intersections. Weare also recommending that a 5' sidewalk be installed to the east of the site
driveway along Campbell Avenue. Our review comments are as follows:
Dedication to City:
Prior to issuance of any building permits for the site, the applicant shall dedicate additional
right of way as follows:
along the Bascom Avenue frontage to accommodate the required installation of City
Standard Boulevard Walk,
along the Campbell A venue frontage to accommodate a City Standard Commercial
Walk between Bascom Avenue and the Campbell Avenue driveway to the site,
along Campbell A venue east of the driveway to the site to accommodate a City
Standard Residential Marginal Walk.
Applicant shall prepare all documents necessary to describe and record dedication and submit
to the City for review, acceptance, and recording. Applicant shall provide the City with a
current Preliminary Title Report showing the current owners of the property.
Grading and Drainage Plan:
Prior to issuance of any building permits for the site, the applicant shall provide a grading and
drainage plan for the site and shall provide verification that the proposed storm drainage
system is adequate for the proposed development.
Standard Street Improvements:
Prior to issuance of any building permits for the site, the applicant shall prepare plans, pay
fees, post securities, and provide insurance as required to obtain an encroachment permit to
construct public street improvements as required by the City Engineer. Public street
improvement plans shall be per City Standard Specifications and Details For Public Works
Construction and shall be prepared by a registered Civil Engineer licensed in the State of
California, and shall include the following:
City standard Boulevard Walk along Bascom Avenue between the driveway to the site
and Campbell Avenue.
City standard Commercial Walk along Campbell Avenue between Bascom and the site
driveway on Campbell Avenue.
City standard Separated Residential Walk along Campbell A venue between the site
driveway and the easterly property line with street trees to be planted at back of walk
and irrigation to be provided from on-site.
City standard driveway approach on Campbell Avenue
City standard "alley way" type approach on Bascom Avenue (with the minimum 20'
face of curb radii).
Relocation of utility meters, boxes, cleanouts, and other surface improvements to back
of walk.
Transition from existing 6' sidewalk south of the driveway on Bascom Avenue to the
new 7' sidewalk proposed for north of the driveway.
Relocation of traffic signal facilities to accommodate new sidewalk configuration
City standard handicap ramp at corner of Bascom and Campbell
Protection and/or installation of new traffic signal interconnect conduit with conductors
Removal of existing street light and conduit and conductors and installation of City
standard street light, conduit, conductors, pull boxes, etc.
All existing utilities must be shown on the improvement plans
All proposed landscaping on public property must be shown on the improvement plans
and any conflicts with existing or proposed improvements/utilities must be resolved on
the street improvement plans and must be reflected on the approved landscaping plan
for the site.
Installation of irrigation systems and planting of trees
Show all existing/proposed traffic signals and street lighting systems
Completion of Public Street Improvements:
Prior to issuance of occupancy for the site, all public street improvements as required by the
encroachment permit must be completed and accepted by the City Engineer and the applicantomust provide the one-year maintenance security.
Underground Utilities:
All new on-site utilities shall be installed underground per Section 20.36.150 of the Campbell
Municipal Code for any new or remodeled buildings or additions. Applicant shall provide
evidence from all utility companies that the application as proposed can be served. Applicant
shall comply with all plan submittals, permitting, and fee requirements of the serving utility
company.
Applicant shall submit a Utility Coordination Plan and Schedule for approval by the City
Engineer for installation of all utilities. The plan shall minimize the damage to all public
facilities.
Storm Water Management:
Comply with California Storm Water Best Management Practices Handbook, prepared by
Storm Water Quality Task Force, Santa Clara Valley Water District.
Advance Notification:
Prior to commencing any work on the site, the applicant shall inform the adjacent properties of
the upcoming construction and shall provide a contact number for those parties to call with
questions or concerns during construction.
j: \mq\ld\ 1600bas
DEVELOPMENT REVIEW COMMENT SHEET
Distribution: Second distribution March 24, 1997
Completeness: March 31, 1997
Comments: March 7,1997
Tentative P.c. Meeting: April 22, 1997
ROUTE TO:
X Architectural or Landscape Advisor
Fire Department
Police Department
Redevelopment Agency
X Engineering
Traffic Engineering-Please comment on parking study
Corporation Yard
X Building Division
PROJECT DESCRIPTION: Application for a dinnerhouse restaurant on the site of the present Stuft
Pizza: I) Site & Architectural changes to interior and exterior (exterior not shown in pre-app). Streetscape
required and being shown; and 2) Use Permit for outside seating and the serving of alcoholic beverages
(full bar). Hours 5-10 Sun-Th; 5-11 Fri & Sat.
INFORMATION:
File No: PA 97-07
APN: 288-08-78 and 54 (Merged into one parcel by PM 620)
Applicant: Dale Wenkus, AIA of John Kraemer & Sons, Inc. (builders) for Buca, Inc.
Project Address: 2000 S. Bascom Avenue
Zoning: C-2-S
General Plan: Commercial
PROJECT PLANNER: Barbara Ryan
DEPARTMENTAL RECOMMENDATION:
If it can be determined that this project will require minimal or no comments by your department/agency,
please return this comment sheet with your initials to the Project Planner as soon as possible.
Status
Initial
No Comment
Additional information/revisions( see attached)
Draft conditions of approval attached
(3" )
\~
DEVELOPMENT REVIEW COMMENT SHEET
Distribution: February 24, 1997
Comments: March 3, 1997
ROUTE TO:
Architectural or Landscape Advisor
X Fire Department
X Police Department
Redevelopment Agency
X Engineering
X Traffic Engineering-Please comment on parking study
Corporation Yard
X Building Division
PROJECT DESCRIPTION: Pre-application for a dinnerhouse restaurant on the site of the present
Stuft Pizza: 1) Site & Architectural changes to interior and exterior (exterior not shown in pre-app).
Streetscape required and being shown; and 2) Use Permit for outside seating and the serving of alcoholic
beverages (full bar). Hours 5-10 Sun-Th; 5-11 Fri & Sat.
INFORMATION:
FileNo: PA97-07 ) 5#~?-c:jd/ t/P'7'7~p
APN: 288-08-78 and 54 (Merged into one parcel by PM 620)
Applicant: Dale Wenkus, AIA of John Kraemer & Sons, Inc. (builders) for Buca, Inc.
Project Address: 2000 S. Bascom Avenue
Zoning: C-2-S
General Plan: Commercial
PROJECT PLANNER: Barbara Ryan
DEPARTMENTAL RECOMMENDATION:
If it can be determined that this project will require minimal or no comments by your department/agency,
please return this comment sheet with your initials to the Project Planner as soon as possible.
Status
Initial
No Comment
Additional informationlrevisions( see attached)
Draft conditions of approval attached
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02/18/1997 11:40 408-5f 707
MULTI TRANS
PARKING STUDY
****
PROPOSED RESTAURANT
SOUTH BASCOM AVENUE
CAMPBELL - CALIFORNIA
Prepared for
JOHN KRAEMER & SONS INC.
Prepared by
MULTITRANS
Engineers - Planners
1885 The Alameda, Suite 200
San Jose, California 95126
(408) 556-0700
February 18, 1997
PAGE 03
B2/1S/1997 11:4e 4eS-556 17
MUL TITRANS
PAGE 04
PAllKING STUDY
PROPOSED RESTAURANT
2000 SOUTH BASCOM AVENUE
CAl\filBELL, CALIFORNIA
.****
CONTENTS
~
1 Introduction ........................................1
2 Parking Demand Analyses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. S
3 Parking Impact Analyses . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . .. 8
4
Conclusions
. . . . . . . . .. " .. .. " .. .. . + 4 . .. .. .. .. .. .. .. .. .. .. .. , . . . . . . " .
9
APPENDICES
A. Parkina Accumulation Counts
MULTITRANS
ii
02/18/1997 11:40
408-55f '07
MUL TITRANS
PAGE 05
Proposed Restarmmt - 2020 South Bascom Avenue, City of CampbtU
1. INTRODUCTION
This report summarizes the results of analysis and fmdings of a parking study that was
undertaken by MULTITRANS to detennine the adequacy of the existing parking supply,
and to project and analyze the anticipated parking generation characteristics of the proposed
Bucca di Beppo Restaurant, to be located at 2000 South Bascom Avenue. in the City of
Campbell. California.
Project Description and Location
The proposed project site is located within a retail center at the southeast comer of the
South Bascom A vetme and East Campbell Avenue intersection. Both the existing
restaurant and the retail center are presently sharing the available parking spaces. The
location of the proposed restaunnt project site is illustrated in FiiUre 1. The project site is
currently occupied by the Stuft Pizza Restaurant which will be replaced by the proposed
Bucca di Beppo Restaurant. Other existing uses within the retail center will remain. The
proposed project will encompass approximately 5.000 square-feet of Family Restaurant
facilities, designed to accommodate a total of 200 seats.
The proposed project is expected to be in operation seven days per week. The highest
parking occupancy of the proposed restaurant project is expected to occur on Fridays,
between 7:00 and 8:00 p.m. During this time period most of the businesses in the retail
center are either closed or are experiencmg minimum patronage. However. it is anticipated
that some patronage will be generated by the proposed restaurant during the mid-days and
early afternoons. when all the businesses in the retail center are in operation.
Access to the retail center is provided both via the site access drives from South Bascom
Avenue and from Campbell Avenue. The existing tenants within the retail center include
5tuft Pizza Restaurant. Pain Care Center. Commonwealth Land Title Company, The Kitty
Hotel, City Savvy Salon, and Ava's Wig Fashions. The retail center presently has a vacant
space of approximately 2,000 square feet of gross leasable area. Based on the parking
generation data and equations provided in the Parking Generation Manual published by the
Institute of Transponation Engineers (ITE), the anticipated demand for parking for the
vacant space would be approximately 2 to 3 parking spaces during peak operations of the
retail center,
A total of 77 parking spaces arc presently provided within the center. including 17 spaces
adjacent to the Stuft Pizza Restaurant. It is important to indicate that all parking spaces
within the shopping center are jointly used by all tenants, and the use of the parking spaces
are not specifically designated to a particular busines,s within the retail center.
MULTITRANS
1
02/18/1997 11:46
468-55~11l7
MULTITRANS
PAGE 06
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02/18/1997 11:40
4El8-55f '07
MULTI TRANS
PAGE 1:l7
Proposed ResUUlrant - 2010 South Bascom Avenue, City of Campbell
Definition of Technical Tenus
In order to clarify the meaning of certain specialized traffic engineering tenns that may be
used in this report, the following definitions are offered:
. Parklng Generation Rate is the number of occupied parking spaces per one
unit of independent variable. This number is an average, not a weighted
average.
. Peak Parldng Occupancy is the number of occupied parking spaces during
the time of peak usage of a land use.
. Background Parking Operation Conditions is defined as the condition of
parking operations at the time of project implementation, without the
proposed project.
. Project Condition Parking Operations is defined as the condition of
parking operations following implementation of the project.
. Gross Leasable Area (GLA) is defined as the total building area designed
for tenant occupancy and exclusive use, expressed in square feet and
measured from the centerline of joint partitions and from outside wall faces.
Gross leasable area is that area for which tenants par rent.
. Traffic Generation is the actna1 number of vehicle movements that may
reasonably be expected to be attracted and produced by a specific
development. Usually, traffic generation is expressed as a number of trips.
. Trip is a one-way movement to or from a site. One car entering and
leaving a site constitutes two trips.
. Average Daily Traffic (ADT) is the total traffic generation of a
development on a typical working weekday.
. Peak Bour Trip Generation is the maximum traffic generation that may be
anticipated during the highest volume hour of the adjacent roadway system
for the particular land use. This analysis p3.ramctcr may vary as to the time
of day, and to the type of facility proposed.
. Average Vehicle Occupancy is the average IIllIJlber of occupance per
vehicle.
MULTITRANS
3
02/1S/1997 11:4l:l
4l:lS-556 17
MULTI TRANS
PAGE l:lS
Proposed Restaurant- 2020 South Boscom AlIenue, CIty of CampbeU
Study Purpose and Scope of Work
The pwpose of this parking study is to evaluate and document the weekday PM parking
generation characteristics of the proposed project, to ensure efficient parlcing operations
subsequent to the completion and operations of the proposed project. Consulting
responsibilities for the preparation of this parking study include:
. Conducting of parking surveys and field reconnaissance between 4:00 PM
and 9:00 PM on a Friday;
. Determining parking generation characteristics of the existing uses within the
retail center between 4:00 PM and 9:00 PM;
. Determining parking generation characteristics of the proposed project;
. Conducting a parking study evaluating the projected parking demand for the
proposed project and other uses within the retail center, to ensure efficient
parking operations subsequent to the completion and operations of the
proposed project;
. Recommending necessary parking operation improvements, as required; and.
. Preparing a report including documentation, analyses, findings, conclusions,
and recommendations.
MULTITRANS
4
02/18/1997 11:40
40S-55r -07
MULTI TRANS
PAGE eJ9
Proposed Restau1U1tt - 2020 South Bascom Avenue, City 0/ CampbeU
2. PARKING DEMAND ANALYSES
The following paragraphs summarizes the result of analyses and fmdings of a parking
demand study that was undertaken by MULTITRANS in connection with the proposed
Bucca di Beppo Restaurant project. A parking demand study was conducted to determine
the parking requirements of the proposed 200 seat Family Restaurant, following the
completion and operations of the proposed project. The City of Campbell parking
regulations pertaining restaurants requires the provision of one space for each three seats.
Therefore, the required number of parkini spaces for the proposed restaurant project,
based on the City of Campbell parking regulations, would be 66 parkina spaces.
Existing Parking Conditions
A total of 77 parking spaces are presently provided on the project site at the retail center.
Additionally, approximately 5 additional on-street parking spaces are also available on the
south side of Campbell Avenue, adjacent to the project site. Based on MULTITRANS
field observations, the existing uses in the retail center including the Stuft Pizza Restaurant,
are presently utilizing no more than a total of approximately 34 parking spaces during the
peak hour of operations of the retail center.
Parking accumulation surveys were undertaken at the retail center's parlcini facility by
MULTITRANS. Parking utilization throughout the site was observed and recorded on
sixty-minute intervals for a five-hour period from 4:00 p.m. to 9:00 p.m., on Friday,
February 14, 1997. The study was conducted to detennine the actual peak parking
generation characteristics of the retail center with the existing uses. A copy of the parking
accumulation counts is incorporated in Appendix "A II of this report.
The highest demand for parking for the "retail centerU occurred between 4:00 p.m. and
5:00 p.m., when a total of 34 vehicles were counted to be parked at the retail center's
parking facility, including 27 vehicles at the retail center, and 6 at the Stuft Pizza
Restaurant. A comparison of the existing parking demand to the current parking supply for
the existing uses indicates that, during the peak parking demand of the retail center,
parking supply exceeds parking demand by approximately 48 parking spaces (including the
five on-street parking spaces). However, following closure of the Smft Pizza Restaurant,
parking supply ls expected to exceed parking demand by approximately 54 parking spaces
during the peak hours of the operations of the retail center. Therefore, the extra 54
parking supply is the total number of parking spaces available to the existing 2,000 square-
foot vacant space and the proposed restaurant project, during the peak boUTS of the
operation of the retail center (i.e., 4:00 p.m. to 5:00 p.m.).
Assuming that a total of 3 parking spaces would be reserved for the vacant space, a total of
51 spaces would remain for the proposed restaurant. This additional parking supply of 51
MULTITRANS
5
02/18/1997 11:40
408-55 707
MULTI TRANS
PAGE 10
Proposed Restaul'tlnt . 2020 South Bascom Al'enue, City 01 CampbeU
spaces can accommodate a total of approximately 153 seats in the proposed restaurant, as
required by the City Regulations (i.e., one space for each three seats). It is anticipated that
the proposed restaurant will not be generating even near 100 patrons between 4:00 p.m.
and 5:00 p.m. Therefore, the total number of available parking spaces would be sufficient
to accommodate the anticipated parking demand during peale parking generation of the
retail center.
In the evening hours, during the peak operations of the proposed restaurant (i.e.; between
7:00 p.m. and 8:00 p.m.), tbe highest demand for parking occurred between 7:00 p.m. and
8:00 p.m., when a total of 34 vehicles were counted to be parked at the retail cenrer's
parking facility. including a total of 29 parked vehicles generated by the SOlit Pizza
Restaurant. Pa.rkini accumulation counts are presented in Appendix A of this report.
A comparison of the existing parking demand for evening hours to the current parking
supply for the existing uses indicates that, during the evening peak parking demand of the
restaurant, parking supply exceeds parking demand by approximately 48 parking spaces.
However, following closure of the Stuft Pizza Restaurant, and during the hours when the
restaurant would be in full operation, parking supply is expected to exceed parking demand
by approximately 77 parking spaces during the peak parking operations of the proposed
restaurant.
Assuming that a total of 2 parking spaces would be reserved for the 2,000 square-foot
vacant space during the late evening hours, a total of 75 spaces would remain. Therefore.
the extra 75 parking supply is the total number of parking spaces available to the: proposed
project during the peak hours of operations of the proposed restaurant. This additional
parking supply of 75 is more that the 66 parking spaces required by the City Regulations.
Anticipated Project Condition Parking Operations
The proposed restaurant will have a similar parking characteristics as a Family Restaurant.
Based on the parking generation data and equations provided in the Parking Generation
Manual published by the Institute of Transportation Engineers, the following Fitted Curve
Equation is used to determine the parking generation of the proposed restaurant:
Fitted Curve Equation: P = 0.1900 + 12.0
x = Number of Seats
Using the above equation, the projected demand for parking for the proposed restauram
with an occupancy of 200 seats, is computed to be approximately 50 parking spaces.
Based on the above computations and the guidelines recommended by ITE, the anticipated
parking surplus following implementation of the project would be 22 parking spaces.
MULTITRANS
6
82/18/1997 11:40
4El8-55r '87
r>ULTITRANS
PAGE 11
Proposed Restaurant - 2020 South Bascom AlIenue, City of Campb.U
3. PARKING IMPACT ANALYSES
Based on the results of the analyses presented above, during the peak hour of the proposed
restaurant's operations the total demand for parking for the total proposed project,
including the restaurant and other uses within the retail center may be as high as 73
parking spaces. To provide flexibility, a 5-percent contingency in parking supply is alway!!
advisable. With the addition of the S-percent contingency, the required number of parking
spaces for the retaiI center and the restaurant is approximately 77 parking spaces which is
less than the available parking supply of 82 spaces.
Therefore, the results of the above parking analyses indicate that during the peak operations
of the restaurant the existing parking supply of 82 spaces will be sufficient to accommodate
the anticipated parking demand of 77 parking spaces. The parking demand analyses are
incorporated in Tables 1.
Table 1 .
Parking Demand Analyses
Peak Parking Operations of the Proposed Project
Proposed Restaurant - 2000 South Bascom Avenue
city Parking Demand
Parking Conditions Regulations Analyses
Existing demand 34 34
Parking demand for vacant spaces 2 2
Total parking demand 36 36
Stuft Pizza Restaurant parking demand 29 29
Parking demand following closure of Stuft Pizza RestaUrant 7 7
Proposed restaurant parking requirements 66 50
Parking requirements following implementation of the 73 57
proposed project
Parking requirements including S % contingency 77 60
Existing parking supply 82 82
Anticipated parking surplus following implementation of the 5 22
proposed project
MULTITRANS
7
62/18/1997 11:40
408-55f '07
MULTITRAJ'oolS
PAGE 12
Propos,d RestauTUllt - 2020 South BlUcom Avenue, City oj CampbeU
4. CONCLUSIONS
Field reconnaissance, parking accumulation studies, and traffic engineering analyses
assisted in developing an accurate picture of the projected parking generation characteristics
of the proposed project. The anticipated demand for parking for the proposed project were
forecasted based upon accepted parking generation characteristics and guidelines developed
by the Institute of Transportation Engineers and the parking requirements of the City of
Campbell, and through parking characteristics exhibited by similar land uses.
The study of parking at the existing retail center and for the proposed project indicates that
implementation of the proposed project will not have a significant impact on parking
operations in the retail center.
MULTITRANS
8
e2/1S/1997 11: 413 4eS-55( '137
MUL TITRA'>lS
PAGE 13
Appendix A
PARKING ACCUMULATION COUNTS
62/1S/1997 11:46 46S-55F ~7
MULTI TRANS
PAGE 14
Stull Pizza's Parking AccumuJadon Study
Friday, FebnalQ' 14, 1997
Parking Area 1 Total 17 Spaces
Parking Area 2 Total 60 Spaces
Parking Area 3 Total 5 Spaces
Center Total 82 Spaces
Number of parked vehicles
rune Periods Restaurant Retail Center Others Total
Destination DestInation Destlnadon
4:00 pm - !:oo pm 6 27 1 34
S:OO pm - 6:00 pm 7 25 0 32
6:00 pm - 7:00 pm 16 11 0 27
7:00 pm - 8:00 pm 29 5 0 34
8:00 pm - 9:00 pm 24 2 1 26
..
Parking Area 1: Adjacent to Stuft Pizza Restaurant
Parking Area 2: Other parking spaces within the retail center
Parking Area 3: On-street parking spaces on the south side of East Campbell Ave.
March 14, 1997
Dale Wenkus, AIA
John Kraemer & Sons, Inc,
12905 Pioneer Trail
Eden Prairie, MN 55347-4112
Subject: 2000 S. Bascom Avenue Application
Your application for a Use Permit and a Site and Architectural Review Permit at the above address has
been reviewed by the agencies of the Development Review Committee, The following are items which
were found to be either missing or not correctly shown,
SITE AND ARCHITECTURAL PLANS
The numbers of these items correspond to those on the list of items required on a plot plan in the City list
of Submittal Requirements, Attachment A, Items to be Provided on Plans. Please field check all
measurements.
Plot Plan
I, Missing scaled site plan dimensions:
A, Southern: western portion missing; eastern portion on our records is 81.89' , as scaled on
your drawing, not 71.91 " The 10' rear setback is part of the property line, not in addition to
it.
B. Need points on curve indicating where north and west dimensions begin/end, Also, need end
points for dimensions clearly marked (with diagonal marks like ones you used to delineate the
rear setback).
2, Distance to Centerline from property line: Okay
3, Proposed street improvements
A. Campbell Avenue: Commercial Walk with 10' sidewalk, and street trees 40' on center, in
wells 4.5' by 5' at back of curb (with irrigation and planting details to be indicated in future
as part of improvement plans),
B. Bascom Avenue:
1. In front of Restaurant: First parking space to be no closer than 25' from street
curb face, per City Traffic Engineer.
11. In front of retail building, which is on the same parcel:
a. Location of building is incorrect. The face of the portico is 10' from the
curbface, with an 8' sidewalk (Drawing scales 18' setback)
b. To continue the streetscape within this confined area, please indicate 4' of
landscaping adjacent to the curb, and 6' of sidewalk behind it.
c, Again, on this side of the driveway, the first parking space should be no
closer than 25' from curbface, with the 25' used for landscaping and
sidewalk.
4, Proposed dedication: Indicate the 17' along Bascom A venue to back of new sidewalk for dedication,
5, Location of existing and proposed buildings: see Bii a, above
6, Setbacks, distances between buildings: Indicate distance between the two buildings, and their setbacks
from both curb face and property lines.
Page 2: 2000, South Basoln Avenue
7. Driveways: Spot check of driveway width on Campbell A venue indicates that curb to curb width is
30', not 35'. PIease fieldcheck all dimensions, as appears may not jibe with base plans on file here,
provided you (those are planning approval documents, not building plans or "as builts".)
8, Parking, loading:
A. Show red-curbed areas on street, and indicate space for 5 on-street parking spaces on
Campbell Ave., east of driveway.
B. Revise parking to provide minimum 25' from curbfaces to first parking spaces.
C. City recommending that front door not be moved to residential side of building. Thus change
location of handicap spaces to be near front door; provide number, ramps, etc, to meet
California's Title 24 handicap requirements,
D, Fieldcheck curbline of parking spaces, In areas of angled spaces, does not zigzag,
E, Dimension parking space length, aisle widths, and distance between building face and
parking spaces. City will be requesting landscaping adjacent to the restaurant building, and
need to be sure it fits with the required parking dimensions.
9, Pedestrian:
A. Show location of all access points to the building, including at patio (2 access points required
by building code).
B. Dimension all sidewalks.
10, Paved areas: See elsewhere,
11. Landscaping:
A. Show street trees on Campbell Ave. 40' on center (see 3A), east of driveway
B. Show all existing trees on site,
12, Fencing, walls: Show location, height and materials of all existing fencing and walls.
13, Adjacent property buildings and uses: Show outline of all buildings on adjacent properties, and
adjacent uses. This includes the residences, and commercial building, and the rear patio of the
residences, driveways and driveway cuts.
14, Meters, transformers, utility boxes, trash enclosures:
A, Show any existing and any new, above ground utilities.
B. Trash enclosures should be located so that trash may be picked up without being blocked by a
parking space. Consideration should also be given to any use nearby (e,g, outside residential
patio immediately on other side of wall, and smell from food in trash on hot summer days)
Elevations
I. What is meant by "fake windows"; what material will the "pane" areas be? The City would prefer to
have real windows, especially as this is a free-standing building,
2. The roofing pattern does not accurately reflect the mission tile roof.
3. What do the stone materials look like (material and sample board missing)? What is the difference
between "Roxite Panel" and "Lannen stone planter"? Do they match? Are any like the stone used for
the planter at the Palo Alto restaurant? The stone there looks more horizontal.
4, Are the flower boxes to be working flower boxes, i.e. real flowers, or will the flowers be fake? We do
not approve of fake flowers because they fade, become dusty, and do not look well,
5, There is way too much signing, The code permits one wall sign on each street frontage, one facing
Campbell Avenue, and one facing Bascom Avenue, Additionally, the sign ordinance permits City staff
to approve only one free-standing sign per legal parcel. Our research has revealed that while the
assessor map shows the restaurant site as a separate parcel for tax purposes, the legal site includes both
buildings and the parking lot. There is already a free-standing sign for the retail building, Thus any
new free-standing sign, and any signs above the two street-facing wall signs, must be submitted for
approval to the Planning Commission, (The existing Stuft-Pizza sign was approved when this was a
separate parcel), A sign application form is enclosed, so that the Planning Commission may consider
the free-standing sign and any other sign at the same time it reviews the Use Permit and Site and
Architectural Review permit. It appears the need for so much signing comes from moving the entrance
to where it is not visible from the main commercial street, Bascom A venue, Staff will not be
supportive of this much sighing, especially facing the residential area,
6. Show the dimensions of all proposed signs.
7. The color of the roofhas not been indicated on the colored elevation submitted, A more
professionally colored elevation is suggested.
Page 3: 2000, South Basom Avenue
Floor Plan
1. The exterior columns and walls on the patio need to be shown, As the patio serves as the second exit
for the restaurant, as required by the UBC, the exit from the patio needs to be shown. Please check the
UBC exiting requirements; the exits appear to be too close together.
2, As noted above, we cannot recommend approval of moving the entry to the opposite side of the
building from the commercial street, and facing onto the single family residential area.
SAMPLE BOARD
Item number 4 of the submittal requirements missing. This includes actual material samples and paint
chips, with each labeled as to material and location to be used,
WELL INFORMATION OUESTIONNAIRE
Item number 10 of the submittal requirements is missing. The yellow card was not returned. Another blank
one is included with this letter.
PRELIMINARY TITTLE REPORT
Item number 7 of the submittal requirements is missing.
DEVELOPMENT SCHEDULE
Item number 5 of the submittal requirements is missing,
We note that you are an architect. Please sign and place your seal on the plans to indicate you have
prepared them.
I am faxing a copy of this letter, and shall send it by mail with the noted enclosures.
Should you have any questions, please give me a call at (408) 866-2193.
Sincerely,
Barbara Schoetz Ryan, AICP
Planner I
cc, Chuck Gomez, Public Works
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. Project Planner DATE: -3 - /'c:J -?;?
FROM:
RE:
Michelle Quo . City Engineer
Harold Housley. Land Development. Engineer .
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PROJECT DESCRIPTION:
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Date: March 4, 1997
To:
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Harold Housely, Development Engineer
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Matthew JuelPeter Eakland
From:
Re:
Bucca di Beppo Restaurant Parking Study
Here are Traffic Engineering comments on the Parking Study:
I. The seat counts in the report text and the site plan do not match. The report text
mentions 200 seats and the site plan shows 214 seats. Our comments reflect the
installation of 214 seats.
2. The City's parking requirement is one space per three seats. Based on 200 seats, 66
spaces are required. Based on 214 seats, 71 spaces are required.
The text includes five (5) on-street parking spaces in the proposed parking supply. The
City does not have any requirement to include on-street spaces, but these spaces are
directly in front of the restaurant and would most likely be used by restaurant customers,
especially during peak hours of restaurant usage.
3. The parking analysis assumes that the demand for the existing retail spaces would remain
the same. And this appears to be a reasonable conclusion.
4.As the site abuts residential property on the rear, it is recommended that "Residential
Parking Only" signs in both directions of travel be placed on Campbell Avenue at the boundary
line between residential and commercial property.
5.The analysis focused on the time period 7:00-8:00 pm, when peak restaurant demand is
expected to occur, but it is useful to examine demand for other periods, given City parking
requirements. Based on City requirements, the peak parking demand for the restaurant would
be 71 spaces (214/3). A vacant business would have a peak parking demand of 2 spaces.
Assume that the demand would be 2 from 5-6 pm, I from 6-7 pm, and 0 after 7. Also, there
would be a loss of 2 spaces if a 25 foot distance from the curb is required. Based on the above
assumptions, the demand by hour would be as follows:
March 4, 1997
5-6 pm: 71 + 25 + 2 = 96 (unrealistic because too soon for restaurant peak)
6- 7 pm: 71 + II + I = 83
7-8 pm: 71 + 5 + 0 = 76
Based on the above demand figures, then proposed parking spaces (78 - 2 spaces lost at
Bascom = 76) would be adequate between 7 and 8, and 7 spaces short between 6 and 7.
If one assumes that the five spaces in front of the restaurant on Campbell can be assigned
to the restaurant, then the deficit is only two spaces between 6 and 7 pm. As it is
unlikely that the restaurant would be fully occupied during this period, this small
differential would be acceptable. Also, as the City's parking requirements are relatively
high compared to what ITE data would suggest, Traffic Engineering has no objections to
the project as planned but with the loss of two parking spaces.
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