02-03-15 Searchable packet (Amended Notice)CITY OF CUPERTINO
AGENDA
Tuesday, February 3, 2015
10350 Torre Avenue, Council Chamber
CITY COUNCIL
5:00 PM
AMENDED NOTICE AND CALL FOR A SPECIAL MEETING OF THE CUPERTINO
CITY COUNCIL
NOTICE IS HEREBY GIVEN that a special meeting of the Cupertino City Council is
hereby called for Tuesday, February 3, 2015, commencing at 5:00 p.m. in City Hall
Conference Room A, 10300 Torre Avenue, Cupertino, California. Said special meeting
shall be for the purpose of conducting business on the subject matters listed below under
the heading, “Special Meeting." The regular meeting items will be heard at 6:45 p.m. in
Community Hall Council Chamber, 10350 Torre Avenue, Cupertino, California.
SPECIAL MEETING - 5:00 PM
10300 Torre Avenue, City Hall Conference Room A
CLOSED SESSION
1.Subject: Workers' Compensation Claim (Gov't Code Section 54956.95);
Claimant: Tina Mao, Agency Claimed Against: City of Cupertino
2.Subject: Conference with Legal Counsel - Significant exposure to litigation
pursuant to subdivision (d)(2) of Section 54956.9: One Case
REGULAR MEETING - 6:45 PM
10350 Torre Avenue, Community Hall Council Chamber
PLEDGE OF ALLEGIANCE
ROLL CALL
CEREMONIAL MATTERS AND PRESENTATIONS
POSTPONEMENTS
ORAL COMMUNICATIONS
Page 1 CITY OF CUPERTINO
1
February 3, 2015City Council AGENDA
This portion of the meeting is reserved for persons wishing to address the council on
any matter not on the agenda. Speakers are limited to three (3) minutes. In most cases,
State law will prohibit the council from making any decisions with respect to a matter
not listed on the agenda.
STUDY SESSION
1.Subject: Study session for the Stevens Creek Boulevard to McClellan Road
Creek Corridor Master Plan (SCC Master Plan) and recommend alternatives to
proceed with an Environmental Impact Analysis. (Re-noticed from January 21,
2015)
Recommended Action: Conduct study session for the Stevens Creek Boulevard to
McClellan Road Creek Corridor Master Plan and recommend alternatives to proceed
with an Environmental Impact Analysis.
Staff Report
A - Option A
B - Option B
C - Option C
D - Exist Condtions Site Map
E - Order of Magnitude Costs
F - Golf Course Draft Report
G - Existing Transp. Conditions
H - Demog. & Rec Trends
I - Public Input Nov-Dec Summary
J - P&R Commission Recommendations 15.01.08
CONSENT CALENDAR
Unless there are separate discussions and/or actions requested by council, staff or a
member of the public, it is requested that items under the Consent Calendar be acted on
simultaneously.
2.Subject: Approve the January 20 City Council minutes
Recommended Action: Approve the minutes
A - Draft Minutes
3.Subject: Approve the January 26 and 27 City Council minutes
Recommended Action: Approve the minutes
A - Draft Minutes January 26
B - Draft Minutes January 27
Page 2 CITY OF CUPERTINO
2
February 3, 2015City Council AGENDA
4.Subject: Accept Accounts Payable for period ending January 9, 2015
Recommended Action: Adopt Resolution No. 15-004 accepting Accounts Payable
for the period ending January 9, 2015
A - Draft Resolution
B - AP Report
5.Subject: Accept Accounts Payable for period ending January 16, 2015
Recommended Action: Adopt Resolution No. 15-005 accepting Accounts Payable
for the period ending January 16, 2015
A - Draft Resolution
B - AP Report
6.Subject: Accept Accounts Payable for period ending January 23, 2015
Recommended Action: Adopt Resolution No. 15-006 accepting Accounts Payable
for the period ending January 23, 2015
A - Draft Resolution
B - AP Report
7.Subject: Approve exception to the 995 rule for one Temporary Employee with
budget adjustment
Recommended Action: Approve exception to the 995 rule for one Temporary
Employee with budget adjustment of $52,390 resulting in increased appropriations
for the City Manager and City Attorney budgets of $26,195 respectively
Staff Report
A - Personnel Code excerpt
8.Subject: Amend the Catastrophic Leave section of the Memorandum of
Understanding between the City of Cupertino and the Operating Engineers Local
No. 3 Union, AFL-CIO (OE3)
Recommended Action: Adopt Resolution No. 15-007 amending the Catastrophic
Leave section of the Memorandum of Understanding between the City of Cupertino
and the Operating Engineers Local No. 3 Union, AFL-CIO (OE3)
Staff Report
A - Draft Resolution
B - Side Letter to OE3 MOU
9.Subject: Re-advertise for two vacancies on the Technology, Information, and
Communications Commission (TICC) with full terms ending January 2019
Recommended Action: Set an application deadline date of Friday, March 6 at 4:30
p.m. and schedule an interview date of Tuesday, March 17 beginning at 6:00 p.m.
Staff Report
A - Resolution No. 10-048 advisory commissions
Page 3 CITY OF CUPERTINO
3
February 3, 2015City Council AGENDA
10.Subject: Second Amendment to an Agreement between the City of Cupertino and
the Gilbane Building Company for consultant services for construction
management on various projects
Recommended Action: Approve a Second Amendment to an Agreement between
the City of Cupertino and the Gilbane Building Company in the amount not to
exceed $1,478,489.00 for an additional term of approximately 12 months, from the
date of expiration of the First Amendment through March 31, 2016
Staff Report
A - Draft Second Amendment to the Agreement
B - Executed First Amendment to the Agreement
11.Subject: City Project, 2014 Pavement Maintenance Phase 1, Project No. 2014-01
Recommended Action: Accept Project No. 2014-01
Staff Report
A - 2014 Pavement Maintenance Phase 1 Street List
12.Subject: City Project, 2014 Pavement Maintenance Phase 2, Project No. 2014-04
Recommended Action: Accept Project No. 2014-04
Staff Report
13.Subject: City Project, 2014 Pavement Maintenance Phase 3, Project No. 2014-05
Recommended Action: Accept Project No. 2014-05
Staff Report
A - 2014 Pavement Maintenance Phase 3 Street List
SECOND READING OF ORDINANCES
14.Subject: Second Reading of "Ordinance amending Chapter 2.36 of the Cupertino
Municipal Code regarding the Parks and Recreation Commission"
Recommended Action: Conduct the Second Reading and enact Ordinance No.
15-2127: "An Ordinance of the City Council of the City of Cupertino amending
Section 2.36.303 Members-Vacancy or Removal, Section 2.36.070 Records
Required, and Section 2.36.080 Powers and Functions, of the Cupertino Municipal
Code regarding the Parks and Recreation Commission"
Staff Report
A - Draft Ordinance Redlined
B - Draft Ordinance Clean
PUBLIC HEARINGS
Page 4 CITY OF CUPERTINO
4
February 3, 2015City Council AGENDA
ORDINANCES AND ACTION ITEMS
15.Subject: Civic Center Master Plan Consultant Contracts (Continued from January
20)
Recommended Action: Staff recommends that the City Council authorize the City
Manager to negotiate and execute contracts for all remaining services necessary to
complete work directed by the Council on October 21, 2014
Staff Report
REPORTS BY COUNCIL AND STAFF
ADJOURNMENT
The City of Cupertino has adopted the provisions of Code of Civil Procedure §1094.6; litigation
challenging a final decision of the City Council must be brought within 90 days after a decision is
announced unless a shorter time is required by State or Federal law.
Prior to seeking judicial review of any adjudicatory (quasi-judicial) decision, interested persons must
file a petition for reconsideration within ten calendar days of the date the City Clerk mails notice of the
City’s decision. Reconsideration petitions must comply with the requirements of Cupertino Municipal
Code §2.08.096. Contact the City Clerk’s office for more information or go to
http://www.cupertino.org/index.aspx?page=125 for a reconsideration petition form.
In compliance with the Americans with Disabilities Act (ADA), anyone who is planning to attend the
next City Council meeting who is visually or hearing impaired or has any disability that needs special
assistance should call the City Clerk's Office at 408-777-3223, 48 hours in advance of the Council
meeting to arrange for assistance. Upon request, in advance, by a person with a disability, City
Council meeting agendas and writings distributed for the meeting that are public records will be made
available in the appropriate alternative format. Also upon request, in advance, an assistive listening
device can be made available for use during the meeting.
Any writings or documents provided to a majority of the Cupertino City Council after publication of the
packet will be made available for public inspection in the City Clerk’s Office located at City Hall,
10300 Torre Avenue, during normal business hours and in Council packet archives linked from the
agenda/minutes page on the Cupertino web site.
Members of the public are entitled to address the City Council concerning any item that is described in
the notice or agenda for this meeting, before or during consideration of that item. If you wish to
address the Council on any issue that is on this agenda, please complete a speaker request card located
in front of the Council, and deliver it to the Clerk prior to discussion of the item. When you are called,
proceed to the podium and the Mayor will recognize you. If you wish to address the City Council on
any other item not on the agenda, you may do so by during the public comment portion of the meeting
following the same procedure described above. Please limit your comments to three (3) minutes or less.
Page 5 CITY OF CUPERTINO
5
CITY OF CUPERTINO
Legislation Details (With Text)
File #: Version:115-0616 Name:
Status:Type:Closed Session Agenda Ready
File created:In control:1/12/2015 City Council
On agenda:Final action:2/3/2015
Title:Subject: Workers' Compensation Claim (Gov't Code Section 54956.95); Claimant: Tina Mao, Agency
Claimed Against: City of Cupertino
Sponsors:
Indexes:
Code sections:
Attachments:
Action ByDate Action ResultVer.
Subject:Workers'CompensationClaim(Gov'tCodeSection54956.95);Claimant:TinaMao,
Agency Claimed Against: City of Cupertino
CITY OF CUPERTINO Printed on 2/2/2015Page 1 of 1
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CITY OF CUPERTINO
Legislation Details (With Text)
File #: Version:114-0577 Name:
Status:Type:Closed Session Agenda Ready
File created:In control:12/1/2014 City Council
On agenda:Final action:2/3/2015
Title:Subject: Conference with Legal Counsel - Significant exposure to litigation pursuant to subdivision (d)
(2) of Section 54956.9: One Case
Sponsors:
Indexes:
Code sections:
Attachments:
Action ByDate Action ResultVer.
Subject:ConferencewithLegalCounsel-Significantexposuretolitigationpursuantto
subdivision (d)(2) of Section 54956.9: One Case
CITY OF CUPERTINO Printed on 2/2/2015Page 1 of 1
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CITY OF CUPERTINO
Legislation Details (With Text)
File #: Version:114-0598 Name:
Status:Type:Study Session Agenda Ready
File created:In control:12/16/2014 City Council
On agenda:Final action:2/3/2015
Title:Subject: Study session for the Stevens Creek Boulevard to McClellan Road Creek Corridor Master
Plan (SCC Master Plan) and recommend alternatives to proceed with an Environmental Impact
Analysis. (Re-noticed from January 21, 2015)
Sponsors:
Indexes:
Code sections:
Attachments:Staff Report
A - Option A
B - Option B
C - Option C
D - Exist Condtions Site Map
E - Order of Magnitude Costs
F - Golf Course Draft Report
G - Existing Transp. Conditions
H - Demog. & Rec Trends
I - Public Input Nov-Dec Summary
J - P&R Commission Recommendations 15.01.08
Action ByDate Action ResultVer.
City Council2/3/20151
Subject:StudysessionfortheStevensCreekBoulevardtoMcClellanRoadCreekCorridor
MasterPlan(SCCMasterPlan)andrecommendalternativestoproceedwithanEnvironmental
Impact Analysis. (Re-noticed from January 21, 2015)
ConductstudysessionfortheStevensCreekBoulevardtoMcClellanRoadCreekCorridor
Master Plan and recommend alternatives to proceed with an Environmental Impact Analysis.
CITY OF CUPERTINO Printed on 2/2/2015Page 1 of 1
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RECREATION AND COMMUNITY SERVICES DEPARTMENT
CITY HALL
10 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255
TELEPHONE: (408) 777-3110 www.cupertino.org
CITY COUNCIL STAFF REPORT
Meeting: February 3, 2015
Subject
Study session for the Stevens Creek Boulevard to McClellan Road Creek Corridor
Master Plan (SCC Master Plan) and recommend alternatives to proceed with an
Environmental Impact Analysis. (Re-noticed from January 21, 2015).
Recommended Action
Conduct study session for the Stevens Creek Boulevard to McClellan Road Creek
Corridor Master Plan and recommend alternatives to proceed with an Environmental
Impact Analysis.
Description
The City launched a master planning project to look at the 65 public acres from Stevens
Creek Boulevard to McClellan Road in Spring 2014 and hired MIG, a landscape
architecture and public engagement firm, to lead the project. The Master Plan includes
the areas of McClellan Ranch Preserve, McClellan Ranch West, Blackberry Farm Park,
Blackberry Farm Golf Course, Stocklmeir Ranch, the Stevens Creek Trail and associated
lands. The master plan does not address the four cities coordinated Stevens Creek Trail
Feasibility Study.
Discussion
There have been several master planning/visioning projects throughout the years on
various portions of this property starting with the 1993 McClellan Master Plan (MP) and
concluding with the 2012 McClellan Ranch MP update. We are currently looking at this
project in its entirety due to our changing demographics over the past 15 years, the
recent acquisition of the residential property at 22050 Stevens Creek Blvd., and the
needs of our aging infrastructure within the corridor. These include, but are not limited
to, refurbishment of a 62 year old golf course and its failing irrigation system, aging
pool equipment, barn stabilization needs, conditions of the Blue Pheasant, Simms and
Stocklmeir buildings, and park access conditions.
Among the goals of the master plan are:
Enhance Riparian habitat throughout the corridor
9
Provide for appropriate year-round park-related programming and uses in the
corridor;
Restore buildings, land and infrastructure to protect the integrity of the assets;
Improve ingress/egress to the park;
Meet community needs given our changing demographics;
Enhance sustainability of our golf course property, and;
Invest our funds wisely while accommodating community goals.
We are committed to creating a plan that aligns with local needs, preferences and
priorities. As community input is integral to each phase of the SCC Master Plan, we
have reached out to our community through 4 intercept events, focus group and
stakeholder interviews, online questionnaires, two community events, social media
notifications, a citywide mailing, and information on our website and in the Scene.
MIG was tasked with proposing three alternatives for Council consideration. They are
presented as:
1. Alternative A (highest intensity),
2. Alternative B (medium intensity), including a preferred alternative for the golf
course from the National Golf Foundation (NGF), and
3. Alternative C (lowest intensity) – including a second alternative for the golf
course from the NGF.
All three alternatives were presented in detail at the Council study session on December
16, 2014.
Due to time constraints, the Council received public testimony but deferred
deliberation. On January 8, 2015, the Parks and Recreation Commission discussed the
project and their recommendations are denoted in Attachment J.
In addition, staff and Commission subcommittee met with representatives from the
Santa Clara Valley Audubon Society and Acterra. These stakeholders supported a plan
that is a modified version of Option C. The primary modifications include:
No new bridge from McClellan Ranch West to McClellan Ranch Preserve
No seasonal bridge to, nor trails within the “peninsula”
Reduce and minimize new trails: no new trails within McClellan Ranch meadow
nor along creek bank at golf course
Avoid adding golf amenities at 22050 Stevens Creek Blvd. (i.e. residential parcel
next to golf course that is now city-owned).
Additional input included:
New bridge to Stocklmeir site, if needed: locate to minimize impacts to trees,
habitat and wildlife; place it close to Stevens Creek Blvd. bridge
10
If golf course is reduced in size, request that freed up space be restored to
habitat. Expand the greenbelt/restoration zone along the creek bank as a priority.
If the golf course parking lot is expanded, then widen the creek side
greenbelt/restoration zone for habitat
Blackberry Farm pool complex: keep pool modifications and improvements
within existing footprint.
MIG and staff will need direction from the Council as to the preferred alternative for
purposes of impact evaluation in order to proceed with the Environmental Impact
Analysis. The entire process, along with all associated reports, is estimated to take
approximately 9 months to complete. The final SCC Master Plan and Environmental
Impact Report are anticipated to be brought to Council in October 2015 for approval.
Fiscal Impact
No impact will result from this study session.
____________________________________
Prepared by: Carol A. Atwood, Director of Recreation & Community Services
Approved for Submission by: David Brandt, City Manager
Attachment:
A –Design Option A
B- Design Option B
C- Design Option C
D-Existing Conditions Site Map
E- Order of Magnitude Cost Estimate
F- Golf Course Draft Report
G- Existing Transportation Conditions
H-Demographics and Recreation Trends Summary
I- Public Input/November-December 2014
J-Parks and Recreation Commission Recommendations 01.08.15
11
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GRAND PARK ENTRY: Green space gateway to reflect park identity and character, with large shade trees, landscaping, identity and wayfinding signage, and visual access to the creek.STEVENS CREEK: Repair and restore north side of creek bank at proposed parking area. GLADE: A grassy meadow under the canopy of deciduous trees provides open, flexible green space available for everyday use or spillover events form the court sports.COURT SPORTS: Bocce ball and turf volleyball/badminton courts at the south end of the glade.TANK HOUSE: Exterior restoration of Nathan Hall Tank House with interpretive signage.PEDESTRIAN, BIKE, AND VEHICLE CIRCULATION: Access points for pedestrian and bike loop trails that serve the park—featuring trail maps and interpretive signage. For vehicles, the main park entrance road from Stevens Creek Blvd creates a north-south spine for circulation and is lined with large shade trees in the style of a country estate drive. Parking areas are provided on the east and west sides of the entrance road.DESTINATION POOL COMPLEX: Expanded and enhanced swimming and water play facilities with year-round programming, moved away from existing footprint. Includes lap swim, sloped entry pool, spray play elements, lifeguard tower, and ADA improvements, as well as pool house with dressing rooms, lockers, showers, and restrooms. Also includes staff office.INDOOR/OUTDOOR DINING: Café building with food service, eating area with picnic tables, open area, and space for temporary food truck service during events. STAFF OFFICES: Building space for offices, meetings, and trainings.PEDESTRIAN, BIKE, AND VEHICLE CIRCULATION: Area is accessible from bike/pedes-trian trail along the east edge, and bike/pedestrian pathway along the main spine road to the west. Vehicular circulation is accessible from the main spine road, with a parking area to the south.MULTI-USE SPORTSFIELDS: Two natural turf, multi-use, rectangular sportsfields suitable for practice and play. Lighted for evening use. Can also serve as large, open air event space for movies in the park, etc.ARRIVAL COURT: buffer between the two sportsfields with arrival court that including restrooms and storage at the west end, and a small picnic plaza at the east end.PEDESTRIAN, BIKE, AND VEHICLE CIRCULATION: Pedestrian and bike loop trail is located along the perimeter of the pool complex and sports fields. Large linear parking lot is located along western edge of fields and is accessible from main entrance road.MAINTENANCE BUILDING AND OPERATIONS: New maintenance building in location of existing retreat center. Includes vehicle bays with charging stations, equipment storage, and restrooms.PEDESTRIAN, BIKE, AND VEHICULAR CIRCULATION: Pedestrian and bike point of access for east side neighborhood users via separated path. Access road is for emergency, maintenance, and staff vehicles only.DESTINATION PLAY: Large, custom play area with features such as climbing sculptures, walls, and structures; and water and sand play.OUTDOOR DINING: Eating area with picnic tables and space for temporary food truck service during peak use times and events.MAINTENANCE YARD: Existing maintenance facilities are upgraded for use by Public Works and Parks staff. Improvements include new electrical cart storage area and restrooms. PEDESTRIAN, BIKE, AND VEHICULAR CIRCULATION: Pedestrian and bike access from bike/pedestrian trail along the west edge, and from walking path along central spine road to the east. Small parking area located to the east side of the play area off the central spine road.OBSTACLE CHALLENGE COURSE: A series of climbing, balancing, and teamwork elements, suitable for guided and unguided use by kids and adults.ADVENTURE PLAY: Area for self-directed play with opportunities to imagine, experiment, and create. Elements include water, mud, and sand, parts and tools for building and dismantling, climbing boulders and trees. Designed and supervised to create a safe space for risk-taking, limit-testing, and trial-and-error activities.NATURAL PLAY AREA: Custom designed play area for open-ended, sensory play, built with natural materials like sand, wood, and boulders. Opportunities to connect play and learning in a natural environment. BIKE AND PEDESTRIAN CIRCULATION: Pedestrian/bike access from perimeter loop trail.
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PE
D
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R
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TRAILHEAD KIOSK: Small kiosk building with visitor’s information; trail maps; interpretation about Stevens Creek, park offerings, and natural/cultural history; restrooms; and an outdoor seating area.TANK HOUSE: Exterior restoration of Nathan Hall Tank House with interpretive signage.GOLF MAINTENANCE HEADQUARTERS: New maintenance building at park entrance area. PEDESTRIAN, BIKE, AND VEHICLE CIRCULATION: Access points to pedestrian and bike loop trails that serve the park—featuring trail maps, water spigots, and interpretive signage. For vehicles, the main park entrance road from Stevens Creek Blvd creates a north-south spine, lined with large shade trees in the style of a country estate drive. Parking areas provided just east of the entrance and at the Trailhead Kiosk west of the entrance.NEW 9-HOLE PAR 3 GOLF COURSE: A newly configured, 9-hole golf course with wildlife-friendly design and wildlife/water conscious maintenance plan. Smaller footprint and more family focused than the existing course. HABITAT FEATURE AT FORMER PONDS: Existing man-made ponds to be renovated and enhanced with native and/or wildlife-friendly vegetation for greater wildlife value and stormwater filtration.NEW IRRIGATION: New irrigation system including a water tower (located in the roundabout) is designed to reflect the identity and character of the park.PEDESTRIAN, BIKE, AND VEHICLE CIRCULATION: Pedestrian and bike loop trail along the perimeter of the golf course with shade trees and landscaped views. Vehicular access is via the main spine road and large parking lot areas are shared with the pool complex.CLUBHOUSE/STAFF OFFICES: Restaurant with indoor and outdoor dining areas, golf pro-shop, restrooms, offices for staff, break room, storage, and cart barn.PEDESTRIAN, BIKE, AND VEHICLE CIRCULATION: Pedestrian and bike point of access for east side neighborhood users via separated path. Vehicular access road is for emergency, maintenance, and staff vehicles only.EXPANDED POOL COMPLEX: New swim and water play facilities with expanded footprint. Include lap swim, sloped entry pool, splash pad/spray play area, and ADA improvements.INDOOR AND OUTDOOR EATING: Pool café has eating area with picnic tables, open area, and space for temporary food truck service during peak use times and events. Additional outdoor eating area is connected to clubhouse plaza.MAINTENANCE YARD: Existing maintenance yard is upgraded for use by Parks and Public Works staff. Improvements include new electrical cart storage area, restroom, etc. PEDESTRIAN, BIKE, AND VEHICLE CIRCULATION: Trail access provided along the west edge, and from bike/pedestrian pathway along the main spine road. Arrival plaza and parking in large lot are shared with clubhouse.OFF-ROAD CYCLING AREA: Built course of mountain bike skills-building challenges, appropriate for a range of skill levels, from toddlers on balance bikes to advanced adult cyclists.NATURAL PLAY AREA: Custom designed play area for open-ended, sensory play, built with natural materials like sand, wood, and boulders, and incorporating loose parts and running water. Opportunities to connect play and learning in a natural environment. BIKE AND PEDESTRIAN CIRCULATION: Pedestrian/bike access from perimeter loop trail.
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14
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CLUBHOUSE/RESTAURANT: Replace existing building with new structure to include a restaurant with indoor and outdoor eating areas, golf pro-shop, restrooms, offices for staff, break room, storage, and cart barn.TANK HOUSE: Exterior restoration of Nathan Hall Tank House with interpretive signage.GOLF AMENITIES: Features such as a pitching/putting green or golf simulators are included to support the golf program on site.PEDESTRIAN, BIKE, AND VEHICULAR CIRCULATION: Access points to pedestrian and bike loop trails that serve the park—featuring trail maps and interpretive signage. Short park entrance road with parking lots to the east and west and a roundabout drop-off point, trees, and a low wall along Steven Creek Blvd.ENHANCED GOLF COURSE: Updated golf facilities with improved greens and more focus on practice space and teaching stations. HABITAT FEATURE AT FORMER PONDS: Existing man-made ponds to be renovated and enhanced with native and/or wildlife-friendly vegetation for greater wildlife value and stormwater filtration. Alternative option to upgrade existing feature with a new, recirculating freshwater pond system.ENHANCED UTILITIES: Strategic addition and refinement of utility systems, including irrigation.PEDESTRIAN, BIKE, AND VEHICULAR CIRCULATION: Pedestrian and bike loop trail along the west side of golf course with shade trees and landscaped views. Vehicular access via San Fernando Ave entrance road. Large parking lot areas are shared with the pool complex.GOLF MAINTENANCE BUILDING: Existing building for storage of maintenance vehicles and equipment. VEHICULAR CIRCULATION: Entrance road from San Fernando Ave moved north to provide a buffer between road and residences and to reduce pedestrian/vehicle conflicts. Main entrance road provides access to golf course and pool complex and leads to large parking area.ENHANCED POOL COMPLEX: New swim and water play facilities within same general footprint as existing pool complex. Includes lap swim, lifeguard station, ADA improvements, splash pad, as well as café, pool house with dressing rooms, lockers, showers, and restrooms. Also includes new staff office building to the east.MAINTENANCE YARD: Existing maintenance yard is upgraded for use by Parks and Public Works staff. Improvements include new electrical cart storage area and renovated restroom. PEDESTRIAN, BIKE, AND VEHICULAR CIRCULATION: Pedestrian and bike trail access along the west edge and from bike/ped pathway along the entrance road. Vehicular parking in large lot that is shared with golf course.GREAT LAWN: Large, natural grassy area. Opportunity for informal play and community events and gatherings.COURT SPORTS: Existing bocce ball courts remain and a new turf volleyball court is provided. Volleyball court can also host badminton. BIKE AND PEDESTRIAN CIRCULATION: Pedestrian and bike access from perimeter loop trail.
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17
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(E) ON-STREET BIKE ROUTE
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18
Option “C”
GOLF COURSE CONCEPT
DESIGN OPTION C
Stevens Creek Corridor Master Plan
For Stevens Creek Corridor Master Plan Option C: enhance existing golf course
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20
Stevens Creek Corridor Master Plan | 1
ORDER OF MAGNITUDE COSTS
Notes on Costs
This document presents order of magnitude capital and operations costs of each of the three
options under consideration in the Stevens Creek Corridor Master Plan process, allowing
comparison of the three options as well as comparison of the major elements in each. Following
selection of a preferred alternative, the planning team will further refine these planning level
estimates in tandem with the refinement and development of Master Plan recommendations and
the CEQA document.
Capital Costs
Capital costs represent planning level budgetary estimates for construction. These costs are in
2014 dollars. These costs are comparative only, and do not include other City and project-related
costs. No phasing or cost escalation factors are included. All three options include additional
restoration of the creek and riparian areas.
Operations Costs
Operations costs are the additional costs per year (above current operations costs) for operations
for additional staff or additional maintenance workload, also in 2014 dollars. Each alternative has
different operational requirements. However, an expanded season for swimming and picnicking
included in all options will require more staff support estimated to be:
1 FTE Administrative/Clerk
1 FTE Recreation Coordinator
Cost Summary
Option A:
HIGH INTENSITY
Option B:
MEDIUM INTENSITY
Option C:
LOW INTENSITY
Capital
Costs $45,000,000 $32,000,000 $27,000,000
Annual
Operations
Costs
$900,000 $675,000 $690,000
21
ORDER OF MAGNITUDE COSTS
2 | December 2014
Costs by Option
Option A: HIGH INTENSITY
Element Capital Costs
Operations
Costs
Notes
Aquatic
Center and
Clubhouse
$12,000,000 $250,000
Includes glade area in capital cost
Operations costs based on
doubling current costs to account
for expanded use
Sports Fields $4,450,000 $150,000
Includes 3000 sf maintenance
building
Operations includes field and
lawn maintenance
Stocklmeir
Ranch Event
Center
$2,000,000 N/A Operations costs accounted for in
Added Staffing
New Entry
Drive $900,000 N/A New entry drive
Signal at Stevens Creek Blvd
San Fernando
Pedestrian
Improvements
NIC N/A Cost TBD
Destination
Play Area $5,000,000 $10,000 Includes Great Lawn construction
Adventure
Play Zone $1,300,000 $190,000
Capital includes adventure play,
challenge course, nature play.
Operations includes play leader
staffing
Community
Garden
Expansion
$350,000 N/A Operations costs accounted for in
Added Staffing
McClellan
Barn
Restoration
$1,000,000 N/A Full restoration (above CA
Historic Building Code)
Site
Enhancement $2,500,000 N/A
10 acres at $250,000 per acre
Operations assumes no cost
change from current
Wetlands/
Riparian
Enhancement
$250,000 N/A 3.5 acres at $70,000 per acre
Parking $1,900,000 N/A Operations costs accounted for in
Bridges, Restoration
Bridges $2,000,000 N/A Two bridges over Stevens Creek
Restoration $3,000,000 $75,000
Operations cost allows for 5
additional maintained acres at
$15,000 per acre
Added
Staffing N/A $225,000 1 New Admin/Clerk
1 New Recreation Coordinator
20%
Contingency $8,000,000 N/A
Total $45,000,000 $900,000
22
ORDER OF MAGNITUDE COSTS
Stevens Creek Corridor Master Plan | 3
Option B: MEDIUM INTENSITY
Element Capital Costs Operations Costs
Notes
9-Hole Par 3
Golf Course $2,500,000 $120,000 Cost from NGF Study
Clubhouse $2,000,000 N/A
Operations costs accounted for
in Added Staffing and assumes
lessee at Clubhouse
Stocklmeir
Ranch Legacy
Farm
$600,000 N/A Operations costs depend on
features and operations TBD
New Entry
Drive $900,000 N/A New entry drive
Signal at Stevens Creek Blvd
Expanded
Pool Complex $8,000,000 $250,000
Operations costs based on
doubling current costs to
account for expanded use
San Fernando
Pedestrian
Improvements
NIC N/A Cost TBD
Maintenance
Yard $450,000 NA Renovation of existing
maintenance yard
Off-Road Bike
Skills Course $1,100,000 $20,000
Includes Eastside nature play
Operations allows for safety
inspections
McClellan
Barn
Restoration
$1,000,000 N/A Full restoration (above CA
Historic Building Code)
McClellan
Ranch West
Nature Play
$750,000 $10,000
Operations allows for
playground safety inspection
Community
Garden
Expansion
$350,000 N/A Operations costs accounted for
in Added Staffing
Site
Enhancement $1,750,000 N/A
7 acres at $250,000 per acre
Operations assumes no cost
change from current
Wetlands/
Riparian
Enhancement
$350,000 N/A 5 acres at $70,000 per acre
Parking $2,200,000 N/A Operations costs accounted for
in Bridges, Restoration
Bridges $2,000,000 N/A Two bridges over Stevens Creek
Restoration $3,000,000 $50,000 Allows 5 additional maintained
acres at $10,000 per acre
Added
Staffing N/A $225,000 1 New Admin/Clerk
1 New Recreation Coordinator
20%
Contingency $5,000,000 N/A
Total $32,000,000 $675,000
23
ORDER OF MAGNITUDE COSTS
4 | December 2014
Option C: LOW INTENSITY
Element Capital Costs Operations Costs
Notes
Enhanced
Golf Course $2,300,000 $170,000 Cost from NGF Study
Replacement
Clubhouse $2,000,000 N/A
Operations costs accounted for
in Added Staffing and assumes
lessee at Clubhouse
Stocklmeir
Ranch
Legacy Farm
$600,000 N/A Operations costs depend on
features and operations TBD
San
Fernando
Road
Widening
NIC N/A
Widening of San Fernando for
vehicles and pedestrians.
Cost TBD
Expanded
Pool Complex $8,500,000 $260,000
Includes capital and operations
for the adjacent small nature
play area
Maintenance
Yard $450,000 NA Renovation of existing
maintenance yard
McClellan
Barn
Restoration
$800,000 N/A Rehabilitation to CA Historic
Building Code)
McClellan
Ranch West
Nature Play
& Tree
Nursery
$750,000 $10,000
Operations allows for
playground safety inspection
Nursery operation cost not
included
Wetlands/
Riparian
Enhancement
$140,000 N/A 2 acres at $70,000 per acre
Parking $1,600,000 N/A Operations costs accounted for
in Bridges, Restoration
Bridges $2,000,000 N/A Two bridges over Stevens Creek
Restoration $3,000,000 $25,000 Allows 5 additional maintained
acres at $5,000 per acre
Added
Staffing N/A $225,000 1 New Admin/Clerk
1 New Recreation Coordinator
20%
Contingency $4,500,000 N/A
Total $27,000,000 $700,000
24
Review
ofthe
BlackberryFarmGolfCourse
in
Cupertino,California
PreparedFor:
CityofCupertino
ParksandRecreation
10185NStellingRd
Cupertino,CA95014
PreparedBy:
1150SouthU.S.HighwayOne,Suite401
Jupiter,FL33477
(561)744-6006
December2014
25
Review
ofthe
BlackberryFarmGolfCourse
in
Cupertino,California
December2014
26
TableofContents
EXECUTIVESUMMARY...........................................................................................................1
PurposeAndIntroduction....................................................................................................1
SummaryStatement...........................................................................................................1
StevensCreekCorridorMasterPlan–GolfOptions&Recommendation...........................3
OptionA.........................................................................................................................................3
OptionB.........................................................................................................................................4
Considerations...............................................................................................................................6
Recommendation..........................................................................................................................7
OperationalRecommendations...........................................................................................8
General..........................................................................................................................................8
Marketing.....................................................................................................................................10
Programming...............................................................................................................................12
FinancialAnalysis..............................................................................................................13
Results–StatusQuo“AsIs”Operation......................................................................................13
Results–Option‘A’.....................................................................................................................14
Results–Option‘B’.....................................................................................................................14
GOLFMARKETOVERVIEW....................................................................................................15
NationalTrends..................................................................................................................15
MarketFactorsThatMayAffectGolfDemand....................................................................17
DemographicsSummary.............................................................................................................17
LocalEconomy............................................................................................................................18
GolfMarketSupplyandDemandIndicators...............................................................................19
GolfSupplyFactors.....................................................................................................................20
BlackberryFarmGCGolfMarket.......................................................................................20
ComparableFacilitiesMap..........................................................................................................21
SignificantFindings.....................................................................................................................24
BLACKBERRYFARMGOLFCOURSEREVIEW....................................................................26
Facilities.............................................................................................................................27
History..........................................................................................................................................28
BluePheasantRestaurant(Clubhouse)......................................................................................28
PracticeFacilities.........................................................................................................................29
MaintenanceFacility....................................................................................................................29
On-CourseFacilities....................................................................................................................29
GolfCourseConditions...............................................................................................................29
Safety...........................................................................................................................................31
WaterUse....................................................................................................................................31
Maintenance................................................................................................................................32
SummaryofBlackberryFarmGolfCourseDeficiencies.............................................................32
Operations.........................................................................................................................32
On-SiteManagement..................................................................................................................32
27
ContractsinPlace.......................................................................................................................33
RecentOperatingResults...........................................................................................................35
GreenFees..................................................................................................................................38
Marketing&Programming...........................................................................................................39
StructureConsiderations.............................................................................................................39
STEVENSCREEKCORRIDORMASTERPLAN–GOLFCOURSEOPTIONS......................42
OptionA.............................................................................................................................42
OptionB.............................................................................................................................43
Considerations&Recommendation...................................................................................46
RevenueEnhancements.............................................................................................................46
CostEfficiencies..........................................................................................................................46
BalanceofLandUse...................................................................................................................46
EnvironmentalOrientation...........................................................................................................46
Buildings&PublicUses...............................................................................................................46
WaterSourceConversion(Assumptions)...................................................................................47
Recommendation........................................................................................................................48
FINANCIALPROJECTIONSFORBLACKBERRYFARMGOLFCOURSE............................50
StatusQuoOperation........................................................................................................50
Assumptions–RoundsandRevenues.......................................................................................50
Assumptions–Expenses............................................................................................................51
CashFlowStatement..................................................................................................................52
Results.........................................................................................................................................53
Option‘A’...........................................................................................................................53
Assumptions................................................................................................................................53
Results.........................................................................................................................................53
Option‘B’...........................................................................................................................54
Assumptions................................................................................................................................54
Results.........................................................................................................................................54
APPENDICES...........................................................................................................................55
AppendixA–BFGCRoundsPlayedRecentHistory..........................................................56
AppendixB-ScheduleofGolfCourseFees......................................................................58
AppendixC–ProbableCostEstimates&ConceptualPlans..............................................60
AppendixD–ProFormaOption‘A’...................................................................................66
AppendixE–ProFormaOption‘B’....................................................................................67
AppendixF–FootGolf.......................................................................................................68
28
NationalGolfFoundationConsulting,Inc.–ReviewofBlackberryFarmGolfCourse,Cupertino,CA–1
ExecutiveSummary
PURPOSEANDINTRODUCTION
NationalGolfFoundationConsulting,Inc.(“NGFConsulting”or“NGF”)wasretainedbytheCity
ofCupertino(“City”)topresentpotentiallyviableoptionsregardingtheCity’sDonBrownGolf
Courseasset(commonlyknown,andreferredtointhisreport,asBlackberryFarmGolf
Course).AsecondarygoaloftheengagementisforNGFtoevaluatethegolfcourseoperations
withthegoalofimprovingitsactivitylevelsandoverallfinancialperformance.Thisconsulting
engagementisbeingdoneaspartoftheoverallduediligencerelatedtotheStevensCreek
CorridorMasterPlan.(TheCityofCupertinohasacquiredlandintheStevensCreekCorridor
afterdecadesofeffort).
NGFConsulting’sreviewincludedmeetingswithkeyCityandgolfcoursestaff,facility
inspections,reviewofdata,marketresearch,andutilizationoftheNGFconsultants’experience
andknowledgeofgolfindustrybestpractices.Theultimategoalofthisprojectistocreatea
planforBlackberryFarmGolfCoursethatwillputthefacilityonapathtowardlong-term
economicstabilityandsustainability.TheconsultingengagementwasmanagedbyEd
Getherall,NGF’sSeniorDirectorofOperations,inconjunctionwithForrestRichardson,ASGCA,
ownerandpresidentofForrestRichardson&Associates.
ThisNGFreportdetailsourreviewoftheBlackberryFarmGolfCourse,including:
Thephysicalconditionofthegolfcourseandkeyinfrastructure
OptionsforimprovingthegolfcoursewithintheoverallStevensCreekRestoration
Plan
Analysisofoveralloperationsandrecentfinancialperformance
ThemarketenvironmentinwhichBFGCoperates
Potentialalternativeoperatingstructures
ProjectedfinancialperformanceoftheBlackberryFarmGCunderseveralscenarios
Summaryfindingsandrecommendations
WeexpecttheresultsofthisNGFstudytobeusedbytheCityasaguideforthefutureofthe
golfcourse,andtohelpconveytointerestedparties(e.g.,residentsofCupertino,CityCouncil,
etc.)thattheCitywilloperatethegolffacilityinanefficientmanner,andidentifyhowmuchCity
economicsupportmayberequiredgoingforward.
SUMMARYSTATEMENT
BlackberryFarmGolfCourseisavaluablecommunityassetfortheCityofCupertinothathas
thepotentialtoappealtoawidevarietyofgolfers.However,thegolffacilityinitspresent
conditionisnot“setupforsuccess”and,NGFbelieves,doesnotaccuratelyreflectthecaliberof
acitythathasastellarreputationnationallyforitsstrongeconomyandhighqualityoflife.
Thepoorconditionofthegolfcourse,resultingfromanaginginfrastructureandadeferralof
capitalimprovementsovertheyears,hasmagnifiedtheeffectsoffactorssuchadeclininggolf
marketandanagingclientele,resultinginsignificantfinancialdistressfortheGolfFund.Total
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roundsplayedatBFGChaveplummetedoverthelastsixfiscalyears,decliningbyabout50%
from49,194inFY09to24,594inFY14.Aswouldbeexpected,totalgreenfeerevenues,
whichcomprisethevastmajorityoftotalfacilityrevenues,havealsofallensharplyoverthattime
frame,frommorethan$623,000tounder$291,000,adeclineof53.4%.(Thesefiguresdonot
includeconcessionpayments,whichtotaledabout$4,800inFY14).
BasedonourreviewoftheBFGCoperationandthelocal/regionalgolfmarket,webelievethat
managementisactiveintryingtoincreaseactivitybutisburdenedbytheconstraintspresented
bythedeterioratinggolfcourse,andtherelativelylimitedconstituencyofalternativelengthgolf
courses.BlackberryFarmGolfCourseinitscurrentstatesuffersfromanaginginfrastructure
andmanyotherdeficienciesthatconstrainitsabilitytooperateefficientlyandgainsufficient
roundsactivitytomakeitfinanciallyself-sustaining.Keydeficienciesinclude:
Lackofteeflexibility(havingmoreyardagesfromwhichplayerscanopttoplayfrom)
Poorturfconditions
Greens(toosmallandlackquality)
Treemanagement(treehealthandover-shadingofturfareas)
Irrigationsystem(agingandinefficient)
Watersourceandcost(frompotabletowellwater)
Tightholecorridors(especiallyatNos.1and9)
Lackofpracticeandnewplayerdevelopmentamenities
Agingclubhouse(separated,non-integratedusesofgolfandrestaurant)
LackofADAcompliance(pathsandaccess)
ThisreportprovidesaroadmapthatNGFbelieveswillgreatlyimproveBFGC’spotentialto
increasemarketabilityandstrengthenitsfinancialposition.However,itisquitepossiblethat
marketfactorswillprecludethegolfcoursefrombreakingevenfinancially,evenafter
recommendedfacilityandoperationalimprovementsareimplemented.Ifthatisthecase,we
recommendtheCityconsiderthepublicpolicyimplicationsoffoldingthegolfcourseintothe
GeneralFundandtreatingitlikethecommunityamenitythatitis–anactionthatweareseeing
increasinglyinthemunicipalgolfworld.
Thisexecutivesummaryispresentedtoprovidean“at-a-glance”summarizationofthefull
review,detailingthemainfindingsandNGFrecommendationsfortheCitytoimproveits
municipalgolfassetandoperation.Additionaldetailcanbefoundinthefullbodyofourreport
anditsappendices.
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STEVENSCREEKCORRIDORMASTERPLAN–GOLFOPTIONS&
RECOMMENDATION
NGFConsultingandForrestRichardson,ASGCAweretaskedwithstudyingthepotentialto
improvethegolffacilityinoneoftwoapproaches;(a)torenovatethefacilityinitscurrent
footprint,and(b)reconfigurethefacilityintoasmallerfootprint.Thealternativetocease
operatingthegolffacilitywasnotapartofourscope,butfallstoworkMIGisconductingon
behalfoftheCity.
Insummary,therearethreealternativeswithregardtothegolfcourse:
(a)Renovateusingthecurrentfootprint
(b)Reconfigureontoasmallerfootprint
(c)Convertthegolfcoursetoanalternativeuse
Accordingly,wehavetitledourproposedalternativeplans“ConceptualPlanA”and“Conceptual
PlanB”.Theseplansaresummarizedbelow(illustrationsandpreliminarycostestimatesarein
AppendixC)andformthebasisofproformaanalysesandnarratives.
OptionA
ConceptualPlanSummary
The‘OptionA’ConceptualPlancreatesslightadjustmentstotheroutingoftheexistinggolf
course.ThesechangesoccuratHoleNos.1and9whereseparationiscurrentlyverytightand
conflictsoccurbetweenplayontheholes.Additionally,HoleNo.9(existing)isverycloseto
practiceareasandtheexistingparkinglot.Theadjustmentsovercometheseissuesandrender
abetterrelationshipbetweenholesandtheclubhouse/parkingareas.
Allothergolfholesarefullyrebuiltandrenovatedwithexpandedgreens,rebuiltsandbunkers
andnewdrainagethroughout.TheseimprovementsarenotdepictedontheConceptualPlan
“A”exhibit,butareaccountedforwithinthecorrespondingprobablecostestimate.
Under‘OptionA’,theexistingclubhouse/proshopandparkingareretainedintheircurrent
location.NGFConsultingrecommendssignificantrenovationorreplacementoftheagingpro
shopandrestaurantstructure.Itisourunderstandingthatportionsoftheexistingbuildingare
locatedwithinknownfloodplainsandthattherearesignificantdeferredmaintenanceissues
throughoutthefacility.
Theexistingmaintenancefacilityisretainedinitspresentlocationunder‘OptionA’.Aproposed
irrigationwaterstoragetankislocatednearthisareaandisdepictedwithaconceptual
elevation.
Under‘OptionA’portionsofthecurrentturffootprintwouldbeconvertedtonativegrass.
Biofiltrationbasins(lowlands)wouldbeprovidedinamannerthattakesadvantageofthearea
ofabandonedpondsthatarelocatedtothewesternedgeofthegolfcourse.Thesewouldbere-
plantedwithappropriatenativegrasses.
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HallmarksofOptionAinclude:
Fullyrebuiltgolfcourse
PolesandnettingareretainedexceptthatalongHoleNo.9,whichcouldpotentially
beremoved
ShortergolfholesatHoleNos.1and9permitpracticeareaadditionsandoffer
betterseparation
Newirrigationsystemwithelevated“farm”storagetank
Biofiltrationbasins(lowlandnativeareas)tocapturerunoff
Shortgameandplayerdevelopmentareafornewgolfersandtraining
Eight(8)hittingbaysforinstruction,fittingandpractice
1,430-yard,par-29course(slightlyshorterthanexisting)
PlanOptionArepresentsarenovatedBlackberryFarmGolfCoursewithfullyre-builtfeatures
andnewturf,drainageandirrigation.Theoptiondoes not freeupspaceforparkimprovements
oranewparkentrydrive.Essentially,thegolfcourseretainsiscurrentfootprintwiththepro
shop,restaurantandmaintenanceusesremainingintheircurrentlocations.
AprobablecostestimatewaspreparedforOptionA.Thisestimateisjustover$2millionforgolf
courseconstructionandanewirrigationsystem(includingthewaterstoragetank).Additional
estimatesareshownforcontingencyandsoftcosts.Theprobablecostestimatedoes not
includerazingorrenovationoftheexistinggolfbuilding.Thesecosts,whicharenotdetermined,
requirefurtherstudyincontexttooverallprojectplanningandapproaches.
OptionB
ConceptualPlanSummary
TheOption‘B’ConceptualPlantransformstheexistinggolfcourseintoashorterpar-3layout.
Tightholewidthsareeliminatedandthefullyrebuiltgolfcourseisreconfiguredwithmodern
safetyset-backsandappropriateseparationbetweenadjoininggolfholes.
Theexistingclubhouse/proshopandmuchofcurrentHoleNos.1and9areremovedfromthe
golffootprint.Anewproshopandgrillisshownontheconceptualplanintheareaofthe
existingRetreatCenterBuilding.Themaintenancefacilityisproposedtoberelocatedwestofits
presentlocation,neartoother“backofhouse”andparkmaintenanceareas.
Option‘B’allowsforanewparkandgolfentrydriveextendingfromStevensCreekRoadtothe
south,eliminatingparktrafficfromtheresidentialareastothesouth.Thealignmentforthenew
entrystayseastoftheexistingtreedriplineborderingStevensCreek.Theentrydrivemaybe
accommodatedwithnominaldisruptionofexistingparking,ormaycallforfullyreconfigured
parking.Thisdetailistobedeterminedpendingfurtherstudyforthepark,poolandpublicuses
westofthegolfcoursearea.TheplanwasdevelopedinconcertwithMIGaspartoftheoverall
masterplanningandparkstudy.
Abenefitofthereducedfootprintofthegolfcourse(approximately15acresreducedto12
acres)isthatadditionalareasaremadeavailableforfutureparkuses.Theseusesmayinclude
parkingatthenortharea,immediatelysouthofStevensCreekBoulevard.
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HallmarksofOptionBinclude:
Fullyrebuiltgolfcourse
Allgolfcoursepolesandnettingareeliminated(trailsidefencingremains)
Shortergolfholeswithlesserrantballstooutsideareas
Newirrigationsystemwithelevated“farm”storagetank
Biofiltrationbasins(lowlandnativeareas)tocapturerunoff
Shortgameandplayerdevelopmentareafornewgolfersandtraining
Eight(8)hittingbaysforinstruction,fittingandpractice
1,035-yard,par-27course
Returning“loops”allowingplayof3-,6-and9-holerounds
Elevatedteesatfourholes
Relocatedproshopandgrillprovideslongviewsacrossparkandgolfareas
NewparkandgolfentryroadfromStevensCreekBoulevard
Theaccompanyingplan(AppendixC)depictsdetailtoindicateuses,golfareasandthenew
entrydrive.Abriefdescriptionofgolfholesisprovidedinthebodyofthereport.
TheoverridinggoalindevelopingthereconfiguredBlackberryFarmGolfCoursewasto
establishafunandenjoyablegolfexperience.Purposefully,bothtoreducethegolffootprint
(conservingwateruse)andtoreduceroundtimes,thepar-3holelengthsareshort,yetvariable.
Playerswillbeabletohitshotsrangingfrom175-yardstounder100-yards.
Inadditionto9-holerounds,playmaybeofferedat3-holeand6-hole“loops”byusingvarious
combinationsofholes.Forexample,theNo.6holereturnstotheproshopareaandmaybe
playedasa6-holeloop.Othercombinationsare:1,2,9…7,8,3,4,5,6…and7,8,9.
AprobablecostestimatewaspreparedforOption‘B’.Thisestimateisjustunder$2millionfor
golfcourseconstructionandirrigation(includingthewaterstoragetank).Additionalestimates
areshownforcontingencyandsoftcosts.Theprobablecostestimatedoes not includerazing
theexistinggolfbuilding,norreconstructionofthegolfproshopandgrill.Thesecosts,which
arenotdetermined,requirefurtherstudyincontexttotheoverallparkusesandpotentialthat
thisbuildingmayserveasageneralCommunityBuildingwithonlyancillaryusesbythegolf
facility.
Theprobablecostestimate does accountforrelocationoftheexistinggolfmaintenance
building.Theconceptualplanshowsthisstructurerelocatedtoamore“back-of-house”areaof
thepark.NGFConsultingrecommendsthatconsiderationbemadetopotentiallyintegrateother
parkmaintenancetothisrelocatedfacility,thusreducingoffsitetravelbyparkmaintenance
equipmentandpersonnelwhonowstoreandgobackandforthtoremotemaintenance
facilities.
ConstructiondurationforbothOptions‘A’and‘B’isestimatedtoextendonefullyear,ideally
fromMarchtoMarchofthefollowingcalendaryear.Constructiontimemaybeacceleratedby
addingcosttotheprojectandfullysoddingturf(in-play)areas.NGFConsultingrecommends
furtherstudytodeterminethebenefitsofanacceleratedscheduleandwhethermorecostwould
resultinlessrevenuelossduringdowntime.Somegrow-incostshavebeenassumedinthe
probablecostestimate,butitislikelythatadditionalcostsmayberequired.Thisbecomesa
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matterofhowmuchgrow-inresponsibilityisassignedtothegolfcontractorvs.theCity’sgolf
maintenancecontractor.
Considerations
Whenweighingtherelativemeritsofthetwoconceptualplans,NGFtookaccountofsomeof
thefollowingkeyconsiderations.
RevenueEnhancements
AreaswhereNGFseesapotentialtoenhancerevenueinclude:
NewPracticeAreas(toattractmoreuseandintroducenewplayerstogolf)
ProvideTopQuality(greenssurfaces,turfconditions,etc.)
Integratefoodandbeveragetogolfuses,andopenthesetopark-goers
IntegrateFootGolfoverlaystobringnon-golferstothefacility
CostEfficiencies
AreaswhereNGFseesapotentialtoreduceorreprioritizecostsassociatedwiththegolf
facilitiesinclude:
ReduceManagedTurfFootprint(tosaveonwatercostandfocusmaintenance
effort)
WaterSourceConversion(tolowerwatercost)
ReplaceAgingInfrastructure(toreduceannualcapitalcostsonemergencyrepairs)
BalanceofLandUse
InstudyinganddevelopingalternativesfortheCity,wehaveweighedthevalueofoperatinga
1,400-yard,par-29golfcoursevs.ashorter,allpar-3course.Whiletheremaytypicallybea
differenceinattractionandusebetweenan“ExecutiveCourse”anda“Par-3”course,the
existingcourseissoclosetobeingapar-3layout(andmaywellhavebeenwhenRobertMuir
Gravesoriginallydesignedit)thatweseenomajordistinctioninattraction(orrevenue)between
thesetwotypesoflayouts.Infact,anargumentforanall-par-3coursecouldbemadethatitis
(1)moresuitableeventothecurrentlysmallacreage,(2)wouldbemoreopenandless
congested,and(3)couldprovetobemorefunforawiderdiversityofgolfingabilities.
However,inordertocomparethisapproach,wealsostudyandforecastfor“ConceptualPlan
A”.Inthisoptionthecurrentfootprintispreserved,asarethelocationsforclubhouse,parking
andmaintenance.
EnvironmentalOrientation
Bothoptionsprovidedorientthegolftoamorenaturalizedlandscape.Byconvertingtheold
pondareastobiofiltrationbasins,andbyreducingturfthroughoutthecourselayout,lesswater
isrequiredandmaintenancecanbeaimedatgreens,teesandplayableareasofturf.The
additionalbenefitisamorepleasingaesthetic,andonethatcorrespondsbettertothenatural
areasoftheStevensCreekvalley.
Buildings&PublicUses
Considerablethoughtwasgiventoreuseandconversionofexistingbuildingsandspaces.As
evidentinbothplanoptions,certainusesareeitherpreservedinplaceorrelocated.Theseare
describedinthesummariesforeachconceptualplan.
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ExistingClubhouseandRestaurant:NGFConsultingdoesnotrecommendcontinueduseofthis
structureinitspresentconditionandformat.In“ConceptualPlanA”,whileweshowthearea
remaining,itisouropinionthatthebuildingmustbeentirelyrenovatedorrebuilt.Ideally,a
replacement(orrenovation)wouldconverttheusestoamoreintegratedprogrammingwhere
golferscantakeadvantageoffoodandbeverage,parkgoerscanfeelcomfortableinthespace,
andtheneighborhoodwillalsowanttobeapartoftheoffering.Under“ConceptualPlanB”we
showthisareaasfutureusefortheparkasexpandedparking.
ExistingRetreatHouse:NGF,workingwithMIG,recommendsunder“ConceptualPlanB”that
thissiteberepurposedtohouseasharedpublicgrillandclubhousewithmeetingspace.While
nospecificplanispresented,aconceptualbuildingfootprintandsiteareaisshownon
“ConceptualPlanB”.Wenotethatviewsandorientationofthissitearefarbetterthanthe
presentclubhouse.Demolitionofthishouse,andreuseofthesite,requiresfurtherstudyand
analysisbytheCity.
ExistingMaintenanceFacility:NGFrecommendsthatthisbuildingberelocatedunder
“ConceptualPlanB”.Inascertainingthefeasibilityforthiswecontactedtheoriginalbuilderwho
providedbasebudgetsfornewsitework,relocationandfinishing(interiorandutilities.)An
analysisinmoredetailshouldbemadetodeterminewhetherotherparkmaintenance
operationsmaybeabletobeintegratedandsharedwithgolfmaintenance.Thismayprove
efficientfortheCityandcouldsavecost.
ParkAccess:Parkaccessviaanewentrydrivefromthenorthappearstobeamajor
improvementthatcouldprovebeneficialtotheCity,itsparkusersandneighbors.Obviouslythis
isaffordedonlyin“ConceptualPlanB”asthereisnoroomtoadequatelymanageaccesswhile
keepingtheexistinggolffootprint.
Parking:Parkingunder“ConceptualPlanA”isretainedinitscurrentlocationforgolfusesand
whateverrestaurant/clubhouseconceptmaybedevelopedtoreplacewhatexistsnow.Under
“ConceptualPlanB”weenvisiontransferringparkingfromexistingareastothesouthtothe
areanowoccupiedbygolfandrestaurantparking.Newparkingintheareaoftheexisting
parkingfortheBlackberryFarmpoolandpicnicareawouldalsobeaddedtothedegree
necessary.Furtherstudyonthetransferandrequiredparkingneedsisrecommended.
WaterSourceConversion(Assumptions)
{Seebodyofreport}
Recommendation
OurworkinvolvedtimewithMIGtounderstandgoalsandobjectivesthathavecometothe
surfaceastheCityandpublicaddresseslongtermusesandimprovementtotheentireStevens
CreekCorridorarea.TheoutcomeofmeetingsandplanningsessionswithMIGyieldedseveral
areasoffocusforourgolfcourseplanningwork.Specifically,werecommendtheCityseek:
(i)SolutionstoprovideaccesstotheBlackberryFarmpicnicandpoolareas(potentiallyfrom
thenorth,throughthegolfcourse)thatmayaugmentorreplacethecurrentaccessthrough
residentialneighborhoodstothesouthandeast.
(ii)Waystoremovethetallpolesandnettingthatdisruptviewsandtheaestheticofpark
areas.
(iii)WaystointegratethegolflandscapewiththatofStevenCreekandtheBlackberryFarm
parkareasetting.
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(iv)Opportunitiestohavegolfandparkamenitiessharedbetweenuses(suchasclubhouse,
restaurant,etc.)
(v)Preservationoftreedriplines,trailsandparkaccess.
(vi)Freeingupanyavailableacreagefornon-golfusesthatcouldservethepark.
Wehaveaddressedeachofthesepointsinproposed“ConceptualPlanB”,whereeachgoal
hasbeenaccommodatedthroughreconfigurationofthegolfasset.“ConceptualPlanA”,which
leavesthegolffootprintinitscurrentarea,addressesonlyafewpointsasthereisnoflexibility
tofreeupspaceorallowfornewpointsofaccess.TheCityhasonlysomuchlandinthisrich
openspacearea.NGFisverycomfortablerecommending“ConceptualPlanB”,whichdelivers
areducedfootprintbyconvertingthecoursetoapar-3layoutandforegoingthetworelatively
shortpar4holesofthecurrentlayout.
Amongitemsthatrequirefurtherstudybeforeadefinitivecourseofactionischosen:
RetreatHouse:Demolitionofthishouse,andreuseofthesite,requiresfurtherstudy
andanalysisbytheCity.
MaintenanceFacility:Amoredetailedanalysisshouldbemadetodetermine
whetherotherparkmaintenanceoperationsmaybeabletobeintegratedandshared
withgolfmaintenance.
ParkAccess:PotentialimpactsoftheproposednewentrydrivefromStevensCreek
Boulevard.
Parking:Furtherstudyonthetransferandrequiredparkingneeds.
OPERATIONALRECOMMENDATIONS
Inadditiontomakingrecommendationsforthe“bigpicture”issueofhowtheBlackberryFarm
GolfCoursefitswithintheoverallStevensCreekRestorationMasterPlan,NGFConsulting
offersthefollowingoperationalrecommendationsthatmayimproveoperationsandrevenues.
Theserecommendationsarebasedontheleadconsultant’sexperienceandexpertise,and
stemfromarelativelylimitedreviewoftheoperationandfacilities.Recommendationsare
segregatedintothreecategories:(1)General;(2)Marketing;(3)Programming.Wenotethat
manyoftheserecommendations–especiallythoserelatedtothemarketingofthefacility
–maybeapplicableonlyaftertheproductissignificantlyimprovedunderoneofthe
recommendedrenovationoptions.
General
OperatingStructure
{Inthebodyofthereport,NGFprovidesadiscussionofvariousoperatingstructurespopular
withmunicipalgolfsystems}.
DespitetherapidlydeterioratingfinancialpictureatBFGC,webelievethatthecurrentstructure
withon-siteCitymanagementandprivatizedconcessionsisappropriate,atleastuntilany
decisionsregardingthegolfcourseitselfaremade.Thecurrentmanagerhasmanyyearsof
knowledgeofthepropertyandappearstobeheavilyinvestedinitssuccess.Basedonour
reviewofthegolfmarket,theconstraintspresentedbythedeterioratinggolfcourse,andthe
relativelylimitedconstituencyofalternativelength(i.e.,par3orexecutive)golfcourses,we
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concludethatthedownturninroundsandrevenuesisduetomarketfactorsandaproductin
seriousneedofupgrade.WebelievetheCityshouldwaittoseehowthefacilityperformsafter
improvementsthatshouldgivenewmarketinginitiativestraction.
Onthemaintenanceside,thecurrentcontractorseemstobemakingthemostofalessthan
idealsituationwithrespecttocourseconditionsandinfrastructure,andthecurrentcontractcost
seemshighlyreasonable.WedorecommendthattheCity,oncethecurrentcontractexpireson
July1,2015,makeitapolicytohave5-yearcontractterms(withrenewaloptions)foreitherthe
currentvendororanypotentialnewcontractor.
BFGC,initscurrentconditionandwithrevenuesbarelyabove$300,000,isnotlikelytoattract
largenationalmanagementvendors.Additionally,underanymanagementcompanystructure,
webelieveitisquestionable,giventhemarketandphysicalconstraintsoftheproperty,that
revenueincreaseswouldbesufficienttocoverwhatislikelytobeahigherexpensestructure,
includingmanagementfee.
Similarly,privatizingtheentireoperationbyfindingawillingandablelesseeishighlyunlikely
duetothesameconstraints.Evenifaninterestedvendorwerefound,wedonotrecommend
theCityspend$2.4millionormoreimprovingthefacilityandthenputtingtheassetatriskby
handingitovertoaprivatecontractorthatmayfinditdifficulttomakealeasepaymenttothe
Cityandsqueezeaprofitoutoftheoperation.
CostAllocation
ThoughitisdifficulttosayiftheCity’snew“CostAllocation”lineitemintheGolfFundbudgetis
chargedatanappropriateamount,at$71,000+itrepresentedasignificant11%ofthegolf
operationbudget(excludingnon-recurringchargeforfacilityimprovements)forFY15,andmore
than23%ofactualFY14totalfacilityrevenues.Essentially,theamountofthechargeforany
municipalityboilsdowntoapublicpolicydecisionbasedontwokeyfactors:1)Istheamountof
thechargejustifiedbasedontheactualcostforotherdepartmentstoprovidetheseservices?2)
Doeschargingthisamountresultinareducedoperatingbudget(thusperhapsweakeningthe
facility’sabilitytocompeteeffectively)and/orprecludetheGolfFundfromfinancingnecessary
capitalimprovements,thedeferralofwhichwilleventuallyleadtoaseriousdeteriorationofthe
product?Eachmunicipalitymustanswerthesequestionsaccordingtotheirownpoliciesand
objectives,aswellasthehealthoftheirGeneralFund.
OperationsManual
CityandgolfcoursestaffshouldcontinuetorefinethecurrentBFGCoperationsmanualtothe
pointthatitevolvesintoaformal,writtenbusinessplan,withspecificgoals(andactivitiesto
achievethegoals)laidoutindetaileachyearThepresenceofthistypeofwrittenbusinessplan
isnotcommonatmunicipalgolfcoursesandistypicallyassociatedwithcorporatemanagement
companiesandisakeyindicatorofsuccess.TheNGFviewsthisasapositivefortheoperation
andastrongindicatorofpotentialsuccess.
FeeStructure
Thepresenceofaplethoraofdiscountarrangements(on-siteandthrough3rdpartyvendors)
maketheoverallcomparisonofgreenfeesinthismarketdifficult,asthemajorityofteetimes
aresoldatlessthan“rackrate.”However,NGFbelievesthat‘rack’greenfeesatBFGCare
generallyappropriateinthecontextofthefeesforthemarketcomparable9Hexecutives,with
regular9HweekdayandweekendratesslightlyhigherthanRanchodelPueblo,similarto
SunkenGardens,andslightlylowerthanValleyGardens.ShouldtheCitygowiththeoptionto
reimagineBFGCasapar3course,webelievethatgreenfeescanremainsimilar(assuming
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similarmarketconditions)towhattheyarenowduetotheoverallincreasedqualityand
attractivenessofthegolfcourse.
Thoughthereareavarietyofmulti-playandannualplayprogramsavailableatBFGC,NGF
recommendsthatmanagementconsideraloyalty/frequentplayerprogram.Thesehavebecome
ubiquitousacrossthecountryandareaneasywaytoincreasefrequencyofplayamongsome
customers.Therearemanyvarietiesoftheseprograms,butallinvolvealow-feeorno-fee
membershipthatentitlestheholdertofeediscountsorallowthemtoaccumulatepointsthatcan
laterbeappliedtowardpurchases.
Food&Beverage
BFGChasthepotentialforanexpandedgolf-centricfood&beverageoperationiftheCity
shoulddecidetogowithrenovationOption‘B’,orrenovates/replacesthecurrentbuildingas
recommendedinOption‘A’.Themostsuccessfulfoodandbeverageoperationsatpublicgolf
coursesarethosethatoffersimple,quick,andinexpensiveservicethatisconvenienttothe
roundofgolf,andisinalignmentwiththegolfoperation.(Thegolferisthelifebloodofthefacility
anddoesn’tviewtheoperationsasbeingseparate;rather,itisallonelevelofservicetothem
andultimatelyreflectsontheCity).Anewclubhousewouldlikelyinvolveathirdconcessionat
thefacilityandwouldenhancemanagement’sabilitytooffercombinationdeals(e.g.,roundof
golfpackagedwithfoodand/orbeverage).
Technology–PointofSale(POS)andReservationSystem
Itisveryimportantintoday’shyper-competitivegolfmarketsthatpublicgolfcoursesremainat
theforefrontofmoderntechnologyincourseoperations.Theefficiencyofsoftwareforteetime
reservations,operations/accountingreporting,retailpoint-of-purchasereporting,andoverall
managementinformationsystemscanhelpimproveoverallperformance.(BGGCcurrentlylacks
aPOSsystem,anditsteetimereservationsystemisacloud-basedserviceofferedbythird-
partyteetimeproviderGolfNow).
Withstaffproperlytrainedinallaspectsofsoftware,agoodPOSsystemhasthepotentialto
helpBFCGmanagement:
Createcustomerdatabasesforemailprograms
Createandmanageamoderncustomerloyaltyprogram
IntegratetheTee-TimeReservationSystemwithPOS
Issueidentificationcardsand/orcapturegolfers’emailaddresses
Developareportingsystemandmonitorkeymanagementbenchmarks
Createaweb-basedmarketingpresencewith24-hourtee-timereservations
Sellpre-paidgiftcardsandreservationcardsforpremiumaccessonline
Increaseoperationalefficiencyandimproveinternalcontrol
Enhancecustomerservice
Emailcommunicationofpromotions,tournaments,andupdates
Marketing
IncreasedEmphasisonMarketingafterRenovation
MostoftherecommendationsinthissectionwillbemoreapplicableiftheCitygoesaheadwith
arenovation,oratleastmajorimprovements,forBFGC.Inthatcase,wewouldalso
recommenda‘GrandReopening’eventforthefacility.Inconjunctionwiththeevent,theCity,at
leastforthefirstyearafterreopening,shouldenhanceitsmarketingbudgetto$15,000orsoto
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createamarketingcampaignaimedatincreasingawarenessofthenewBlackberryFarminthe
regionalmarket.Developmentofahighqualitytri-foldonglossyheavystockpaperwouldmake
anicemarketingpiecetoselectzipcodes.
MarketingTheme
WhileitisunderstandablethatmarketingeffortsforBFGCarecurrentlycenteredonoffering
discountedrates,marketingeffortsshouldfocusonthequalityandvalueofthegolfexperience
atBlackberryFarmGCproductafterthefacilityisrenovated.ThoughGrouponandproviders
suchasGolfNowcanhelpfillteetimesthatwouldotherwisegounsold,itisimportantforgolf
coursemanagersnottopredicateallmarketingeffortsondiscountingfees,especiallywhenit’s
solelythroughthirdparties.Totheextentpossible,yieldmanagementshouldbepracticed
internally(again,moremarketingbasedoncustomerinformationcapture).
Internet
TheBFGCwebsitehttp://blackberryfarmgolfcourse.com/index.htmlispoweredby“Golf
Channel”andispartofthefacility’sagreementwithGolfNow.Itisabasic,functional(has
currentfees,linktoGolfNowteetimebookingengine,signupforemailclub,golfcourse
description,photos,etc.)websitethatwewouldexpecttoseeforanalternativelengthgolf
courseatthisfeeandrevenuelevel.TheCityalsoincludesbasicinformationaboutthegolf
courseintheRecreation&CommunityServicessection.NGFbelievesthatanimproved
websitewouldbearequisiteofarenovatedfacility.
Email
Managementhasbuiltasmalldatabaseofregularcustomeremails,andhasaccesstothe
GolfNowdatabaseofabout1,000addresses.Buildingtheproprietarydatabaseshouldbean
ongoinggoalofmanagement(andwouldbemademucheasierwithaqualityPOSsystem)so
marketingcampaignscanbefacilitated.Proshopstaffshouldaskeveryunknowncustomer
whowalksthroughthedoorwhattheiremailaddressandzipcodeis,andfirst-timecustomers
shouldbeidentifiedtotheextentpossible.
SocialMedia
Manygolfcoursesarenowactiveinusingvarioussocialmediaandother“modern”methodsto
stayintouchwithcustomers.MuchoftheBFGCexistingcustomerbaseisolder,andthusnot
activewiththingslikeFacebookandtexting.However,theyoungergenerationthatwillbean
increasedtargetmarketifthegolfcourseisrenovatedisactiveinthesesocialmediaoutlets.
Tournaments/Outings
BFGCisnotconducivetohostingalargevolumeoftournaments,noriscurrentlyappealing
enoughtoattractmanygroups.However,animprovedfacilityasrecommendedbyNGFwould
beanidealenvironmentforsmalloutingsbylocalcorporations,civicgroups,charities,etc.Not
onlyaretheseoutingsagoodrevenuesource,buttheyexposeafacilitytonewcustomers.This
typeofsalesactivityrequiresdirectsales,including“face-to-face”meetings.
HotelTie-Ins
BlackberryFarmhasreceivedinquiriesfromlocalhotelsregardingreducedgreenfeesforhotel
guests.NGFbelievesthatmanagementshouldinstituteaprogram(e.g.,throughconciergesor
frontdeskstaff)withlocalhotelsthatmayincludegolfpackages(‘stay-and-play’),reduced
rates,and/orsellingaprepaidblockofteetimes.Wealsorecommendcreatinganddistributing
arackbrochure.Allofthiswillrequiresome“face-to-face”marketing,buttheeffortwould
benefitthefacility.
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TrackingResults
Savvymarketersrealizeitisimportanttomonitortheeffectivenessoftheirmarketingcampaigns
constantlytoidentifywhichcampaigns,specialsandprogramsareactuallyworkingandmake
appropriateadjustments.BFGCstaffshouldattempttotracktheeffectivenessofallmarketing
anddirectadvertising,asitdoingwithitsGrouponpromotions.Werecommendutilizingaformal
logtotrackallincominginquiries,andusingcodestotrackallpromotionsandspecials.
Programming
PlayerDevelopment
Newplayerdevelopment-especiallyastrongJuniorProgram-willbeoneofthecritical
elementstothelong-termviabilityofBFGC,andthisshouldbeanaddedpointofemphasisif
thefacilityisimprovedwithexpandedpracticeamenities(andperhapsa3-holeloopgolf
course).Also,becauseoftoday’sdifficultclimateforgolfoperations,tappinglatentdemand
amonggroupsthattraditionallyhaveshownrelativelylowgolfparticipation–suchaswomen
andminorities–ismoreimportantthanever.
Leagues/Clubs
TheCityshouldpromotethecreationofnew,andexpansionofexisting,BFGCclubsand
leagues,especiallyifthefacilityisrenovated.Weencouragethecoursetopostupcoming
events,especiallytournaments.Wealsorecommendaddingapagetothewebsiteforleagues,
includingleagueresults.Thisisnotonlyappealingtotheleagues,butmakesthecourseappear
more“friendly”.Leagueplay,especiallyinamarketwithsuchasastrong,andyoung,presence
ofyoungprofessionals(Appleseemsanaturaltarget),canbeanessentialcomplementto
regularcustomersduringoff-peaktimessuchaslateafternoon.
YoungAdultProgram
OneofthemajorinitiativestogrowactivitythatNGFrecommendsisayoungadultprogram
(e.g.,reducedratesforgolfersage18-29onweekdayafternoons).NationalNGFresearchhas
shownthistobeakeydemographicingrowinggolfactivity.
IncreasingFemaleParticipation
Increasingparticipationamongwomenisveryimportant,notonlyforindividualgolfcoursesbut
forthefutureofgolf.Weknowthat50%ofthepopulationisfemale,soprogramminggeared
towardfemalesrepresentsamajor“industrybestpractice”thatNGFrecommendineverygolf
coursereviewofoperations.Therearemanyreasonswhyfemalegolfparticipationislow,but
themostcommonissuesrelatetogolfcoursedifficulty,retailselection,on-courseservices
(restrooms,drinkingfountains),foodandbeverageselection,andcustomerservice.
Programming,suchasleagues,andspecialevents(e.g.,“9andWine”)arealsokeytomaking
thegolfcourseamoreinvitingandsocialplaceforwomen.
RecentNGFstudiesrelatedtowomenandgolfdocumentedthatincreasedparticipationinthe
femalesegmentisakeytoimprovinggolffacilityroundsandrevenueperformance.Wefound
severalfacetsthatfemalegolfersconveyedtoourresearchersthatwerekeyintheir
considerationofwhereandhowmuchtoparticipateingolf.NGFidentifiedseveralcommon
characteristicsthatfemale-friendlygolffacilitiesexhibit,suchas:
Golfcoursesthatarenottoooverlydifficult,andhaveamostforwardteeoflessthan
4,600yardswith,withno“forcedcarries”ofover60–80yards.
Restrooms(cleanedseveraltimesaday)atleasteverysixholesonthegolfcourse;
featuresanditemsshouldincludemirror,soap,lotion,sunscreen,Band-Aids,etc.
Ballwashersontheforwardtees.
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Atleastonefemaleinstructorandagolfstaffthattakesaconsistentapproachtoall
playersregardlessofgender.
Helpwithselectingequipmentandevenwomen-onlydemodaysand/orwomen-only
customfittingdays.
Theavailabilityofwomen’sclubrentalsets.
Programsthatallowmoresocialand/orfamilyinvolvement.
FootGolf
Asnotedinthereport,arenovatedBFGCmaybeconducivetoaFootGolflayoutthatcould
enhancefacilityrevenuesandbringnewcustomerstothefacility.Managementshouldtalkto
otherlocaloperators,aswellasconsultwithrepresentativesoftheAmericanFootGolfLeague
(AFGL)todiscusstheviability,includingprosandcons,oftheactivityatBFGC.(Pleasereferto
AppendixFforamoredetaileddescriptionofFootGolf).Aswithmanyothergolfandrecreation
activities,thekeytosuccessforaninitiativelikeFootGolfwillbethroughextensive
programming,especiallycompetitiveleagues.TheBayAreahasademonstratedaffinityfor
soccer,andFootGolfcouldbeapopularnewactivityforthegolfsystem.
FINANCIALANALYSIS
NGFpreparedsummarycashflowmodelsforthecontinuedoperationofBlackberryFarmGolf
Courseunderthreescenarios:(1)“AsIs”withcurrentconfiguration,amenities,and“bandaid”
approachtoimprovements(wehavenotassumedreplacementoftheirrigationsystem;ifthe
systemisreplaced,watercostsavingswilllikelyresultandmoreroundsmayresultfrom
improvedconditions);(2)AssumingimplementationofConceptualPlan‘A’;(3)Assumptionof
implementationofConceptualPlan‘B’.Wealsoassumethecurrentoperatingstructureunder
allthreescenariosandthatkeyNGFConsultingrecommendations(marketing,etc.)are
implemented.Themodelsdonottakeintoaccountthenetfinancialeffectofthefacilitybeing
closedforayear.
Thefive-yearcashflowmodelswerepreparedinconsiderationofourreviewofcurrent
operations,recenthistoricalperformance,analysisofthegolfmarket,andlocalandregional
demographicandeconomicfactors(e.g.,expansionofAppleemployment).Themodelsare
basedonasetofassumptionsthatmayormaynotbecomereality,butNGFbelievesthatthey
representa“reasonable”estimateofperformanceforthisfacilitybasedonthefactorsdiscussed
inthisreport.AssumptionsusedinthedevelopmentofNGF’scashflowmodels,aswellasthe
modelsthemselves,arecontainedinthebodyandappendicesofthereport.
Results–StatusQuo“AsIs”Operation
TheresultsofNGFConsulting’spreliminarycashflowprojectionshowthatBlackberryFarm
GolfCourse,withcurrentmarketpositioningandoperatingstructureandonlyminorfacility
improvementsona“triage”basis,isprojectedtogenerateapproximately$358,000intotal
operatingrevenuestotheCityinFY2015,fallingtoapproximately$287,000byFY2019.
ConsideringallpreliminaryexpenseestimatespreparedbyNGFConsulting,netlossestothe
City(exclusiveofcapitalimprovementcosts)willbeabout$260,000inFY15,growingtoabout
$395,000byFY19.Thesedeficitscouldbesignificantlyhigherwithincreasesinthecostof
waterand/orcostallocation.
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Results–Option‘A’
TheresultsofNGFConsulting’spreliminarycashflowprojectionforBlackberryFarmGolf
CourseunderrenovationOption‘A’(renovatedgolfcoursewithfullyre-builtfeatures;newturf,
drainage,andirrigation;expandedpracticeamenities)showthecoursegenerating
approximately$400,000intotaloperatingrevenuestotheCityinYear1post-renovation,
increasingtoapproximately$487,000byYear5.Consideringpreliminaryexpenseestimates
preparedbyNGF,netlossestotheCity(exclusiveofcapitalimprovementcosts)willbeabout
$196,000inYear1,fallingtoabout$169,000byYear5.Thisresultreflectsandimprovementof
morethan$226,000overthestatusquo‘AsIs’scenario,astheattritioninroundsandaverage
rateisreversedduetoanimprovedproductandinfrastructure.
Results–Option‘B’
TheresultsofNGFConsulting’spreliminarycashflowprojectionforBlackberryFarmGolf
CourseunderrenovationOption‘B’(fullyrenovatedandreconfiguredPar3golfcoursewith
addedflexibilitythrough3-holeand6-holeloops;expandedpracticeamenities;newentryroad
andgolf-centricclubhouse)showthecoursegeneratingapproximately$412,000intotal
operatingrevenuestotheCityinYear1post-renovation,increasingtoapproximately$540,000
byYear5.ConsideringpreliminaryexpenseestimatespreparedbyNGF,netlossestotheCity
willbeabout$171,000inYear1,fallingtoabout$99,000byYear5.Thisresultreflectsand
improvementofstabilizednetincomeofmorethan$296,000overthe‘AsIs’scenario,and
$69,500overOption‘A’.
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GolfMarketOverview
Belowweprovideanoverviewofregionalandnationaltrendswithrespecttogolfandanoverviewof
marketfactorsthathavethepotentialtoaffectgolfdemand,includingthearea’sdemographicsand
keygolfmarketdemandandsupplyindicators.Inthesecondpartofthissectionweprovideareview
ofBFGC’skeycompetitiveset.Therearemanyvariablesthathavethepotentialtoaffecttheactivity
ofagolfcourse,includingregionalweathervariationsandunforeseenoccurrencessuchasasevere
downturnintheeconomy.
NATIONALTRENDS
GolfparticipationintheU.S.hasgrownfrom3.5%ofthepopulationintheearly1960stoabout9%
ofthepopulationtoday.NGFestimatesthatthenumberofgolfersfellin2013to24.7million(decline
of2.4%from2012).Inthelongertermtrend,theindustryhasseenalossofsome4.7milliongolfers
since2005.Thislossisduetobothadeclineinnewbeginnersandaprobleminretention–golfis
losingmorepeoplethanitisgaininginnewbeginners.Forresearchpurposes,agolferisdefinedas
apersonage6orabovewhoplaysatleastoneroundofgolfinagivenyear.
Long-termParticipationTrend
RoundsPlayed2012–2014–Themostinfluentialfactorinthegolfeconomyin2012wasthe5.7%
increaseinroundsplayed,drivenbyextremelyfavorableweather.Theresultingincreaseof27
millionroundstookthenationaltotaltoabout490million.Wesawacommensuratelypoorweather
yearin2013.Thiswaslikelytheprimarycontributingfactortoadropinroundsplayedto465.5
million–adecreaseofabout4.9%.Forthelongerterm,roundshavedeclinedbyapproximately
11%or55millionsince2003.
WhiletheNationalroundsplayedin2012wereup5.7%from2011,thePacificregion’srounds
playedonlysawaslightincreaseof1.6%.In2013thePacificregionfaredmuchbetterthantherest
ofthecountryfinishingtheyearwithanincreaseof4.1%roundsfrom2012.Year-to-date(through
September)2014roundsaredown1.7%nationallybut up 1.6%inthePacificregion.
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NationalRoundsVolume
%change(year-over-year)
GolfIndustryOutlookfor2014 –Golf’srecoveryfromtherecessionof2008-2011hasbeenvery
modesttodate.Theoutlookfor2014isformodestsalesgrowthingolfconsumerproductsand
services,andgolfcourseequipmentandsupplies.Roundsplayedareexpectedtoremainflator
moderatelybelow2013levels.Courseclosureswillcontinuetooutpaceopeningssignificantly,
resultinginanotheryearofsupplycorrectionwithnegativenetgrowth.
FacilityOpeningsandClosings-U.S.golfcourseopeningsremainathistoriclows,asNGF
recordedonly14.0openingsin2013,comparedto157.5golfcourseclosures,measuredin18-hole
equivalents(18HEQ).Asinrecentyears,closuresweredisproportionatelylowerpricedpublic
facilities(68%oftotalclosures).AccordingtoNGFdata,sincethemarketcorrectioningolfcourse
supplybeganin2006,therehasbeenacumulativenetreductionof644golfcourses(18HEQ),
whichrepresentsacumulativesupplydecreaseofabout4%.
FacilityNetChangeinSupply
(18-holeequivalents)
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MARKETFACTORSTHATMAYAFFECTGOLFDEMAND
Inthefollowingtable,NGFConsultingsummarizesthepopulation,medianage,andmedian
householdincometrendsforthelocalmarkets,SantaClaraCounty,SanJose-Sunnyvale-Santa
ClaraCBSA,thestateofCalifornia,andthetotalU.S.NGFConsultinghasmadethefollowing
observationsregardingthedemographicsofCupertinoandsurroundingareas:
Thereareabout350,000peoplelivingwithinfivemilesofBlackberryFarmGolfCoursein
2013,~961,000withintenmiles,andnearly2millioninthe15-milemarketarea,
indicatingaverydensepopulation.Populationgrowthratesinthesubjectmarkets
graduallyincreasedoverthepasttwodecades,andareprojectedtosignificantlyoutpace
stateandnationalgrowthratesthrough2019.The5-milemarketisexpectedtoadd
another25,000netnewresidentsduringthattime.
TheMedianHouseholdIncomeofBlackberryFarmGC’simmediatefive-miletradearea
is$114,000,morethantwicethenationalfigureof$51,804.Themedianincomeforthe
broader10-miletradeareais$99,000andthe15-milemarketisalsostrongat$92,000.In
general,higherincomeresidentsaremorelikelytoparticipateingolf,andtheyplaymore
frequentlythanlowerincomegolfers.InmarketssuchasgreaterSanFranciscoBay,
medianincomesmustbeconsideredinthecontextoftherelativelyhighcostofliving.
TheMedianAgesinthelocaltradeareaareslightlyhigherthanthenationalmedianage
of37.5.Ingeneral,golfparticipationratesandfrequencyofplayincreasewithage
(thoughbothdeclineamongtheelderly),makingrelativelyoldermarketsmoreattractive
togolffacilityoperators,allotherfactorsbeingequal.
ThepopulationofSantaClaraCountyisprojectedtogrowtoabouttwomillionby2019.
TheAsianpopulationcontinuestoincreaseinthisarea.InthefivemiletradeareaAsian
accountfornearly45%ofthepopulationandaccountfor32%intheSantaClaraCounty.
Caucasianaccountfor47%ofthecountypopulation,AfricanAmericanaccountfor2.6%
whileallothersaccountfor18.4%.Asianand,particularly,Caucasiangroupshave
traditionallyhighgolfparticipationrates.
DemographicsSummary
BlackberryFarmGC 5mi10mi15mi
Santa
Clara
County
SanJose-
Sunnyvale
-Santa
Clara
CBSACaliforniaU.S.
SummaryDemographics
Population1990Census290,256797,5891,576,1451,496,700 1,533,393 29,724,503248,584,652
Population2000Census316,099858,9171,746,9191,682,590 1,735,824 33,871,650281,399,034
CAGR1990-2000 .86%0.74%1.03%1.18%1.25%1.31%1.25%
Population2010Census333,360916,6231,821,0811,781,642 1,836,911 37,253,956308,745,538
CAGR2000-2010 0.53%0.65%0.42%0.57%0.57%0.96%0.93%
PopulationProjected2014349,715960,8101,906,8761,868,099 1,924,138 38,563,102317,190,947
Population2019Projected375,2031,029,6952,038,6942,002,754 2,060,368 40,412,151329,562,705
CAGR2010-2018 1.49%1.46%1.42%1.47%1.45%1.02%0.82%
MedianHH Income(2013Est.)$113,560$98,807$91,968$93,490 $92,657 $63,950$55,040
MedianAge (2013Estimate)39.438.237.237.2 37.2 36.037.8
CAGR=CompoundAnnualGrowthRate
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LocalEconomy
BelowisasummaryofsomeeconomicandqualityoflifefactorsintheCupertinoarea:
CupertinoisanaffluentcityinSantaClaraCounty,California,directlywestofSanJose
onthewesternedgeoftheSantaClaraValleywithportionsextendingintothefoothillsof
theSantaCruzMountains.Cupertinois11.3squaremilesintotalarea,locatedatthe
southernendoftheSanFranciscoBayandbordersSanJoseandSantaClaratothe
east,Saratogatothesouth,SunnyvaleandLosAltostothenorth,andLoyolatothe
northwest.
Cupertinoisthe11thwealthiestcitywithapopulationover50,000intheUnitedStates,
andForbesrankeditasoneofthemosteducatedsmalltowns.
AccordingtoHomfacts.comCupertino’sunemploymentrateinAugust2014was3.5%,
wellbelowCalifornia’srateof7.4%.
Cupertinoisoneofmanycitiesthatclaimtobethe“heart”ofSiliconValley,asmany
semi-conductorandcomputercompanieswerefoundedhereandinthesurrounding
areas.ThoughCupertinoishometotheheadquartersofmanyhigh-techcompanies,very
littlemanufacturingactuallytakesplaceinthecity.Thecity'slargeofficeparksare
primarilydedicatedtomanagementanddesignfunctions.
Cupertinoisperhapsmostfamousforbeinghometotheworldwideheadquartersfor
AppleInc.,whichislocatednotfarfromBlackberryFarminamoderncomplexcircledby
theInfiniteLoop.
ConstructionisunderwayonApple’ssecondcampusbetweenInterstate280,NWolfe
Rd,EHomesteadRdandalongTantauAve,onemileeastoftheoldcampus.Some
factsaboutthe“spaceship”:
Thefour-story,2.8millionsquarefootspaceshipbuildingwillput13,000
engineersanddesignersunderasingleroof.Applewillcreate7,400new“high-
quality”jobsby2016,increasingitsemployeebaseby46percentto23,400.
AccordingtoApple,Cupertino-basedemployeescollectivelyearned$2billionin
basesalaryin2012.Uponthecompletionofthenewheadquarter,theemployee
basesalaryincomeisexpectedtoexceed$2.9billionandthenumberofjobs
supportedbyAppleinSantaClaraCountyisexpectedtogrowtoabout41,100.
LocalBusinessrevenuesgeneratedbythenewheadquartersareexpectedtohit
$8.6billionandtheconstructionalonewillcreate9,200constructionjobsover
threeyears.ThenewHeadquarterswillgeneratea“one-time”revenueof
approximately$38.1milliontotheCityofCupertinointheformofconstruction
taxesandfees.
OthercompaniesheadquarteredinCupertinoincludeTrendMicro,Cloud.com,Lab126,
Packeteer,Chordiant,andSeagateTechnology.Over60high-techcompanieshave
officesthere,includingIBM,OlivettiandOracle.Mostofthesehigh-techcompaniesare
locatedonDeAnzaBoulevard,CaliMillPlaza,andBubbRoad.Inadditiontothetech
companies,anothermajoremployerintheareaisPermanenteQuarry,anaggregate
rockquarryandcementplantinthefoothillstothewestofCupertino.
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GolfMarketSupplyandDemandIndicators
ThebasicmeasuresofgolfdemandandsupplythatmayaffecttheperformanceofBlackberryFarm
GolfCourseareoutlinedbelow.The GolfingHouseholdIndex isbasedonPredictedNumberof
GolfingHouseholds,andcomparesgolfinghouseholdparticipationinaparticulargeographytothe
nationalbaseindexof100.The RoundsIndex isbasedonPredictedNumberofRounds,and
comparesthepropensityofroundsplayedperhouseholdinaparticulargeographytothenational
averageroundsindexof100.
Thepredictiveindicesforgolfinghouseholdsandroundsdemandedweredevelopedinorderto
determinetherelativestrengthofaparticulargolfmarketareaincomparisontoothergolfmarkets
andthenationasawhole.Thesepredictivedemandindiceshelpidentifywheregolfinghouseholds
androundsactivityareconcentratedbycomparingvariousgeographieswithoneanotherandthe
nationalaverage,whichis100.Forexample,ifanMSAhasaGolfingHouseholdIndexof120,that
areaisestimatedtohave20percenthighergolfparticipationrateascomparedtotheU.S.average.
And,ifanMSAhasaRoundsIndexof120,thatareaisestimatedtohave20percenthigher
averageroundsperhouseholdascomparedtotheU.S.average.
PredictedLocalGolfDemand
Themethodologyfordeterminingtherelativestrengthofthesubjectmarketisbasedonongoing
NGFresearchofAmericangolfparticipationhabits.TheNGFGolfDemandModelincludesthe
criticalcombinationofageandincome,regionalseasonality,andavailablegolfcoursesupply,as
wellasexistingandemergingdemographictrendsinaparticularmarketarea.Thismodelcanbe
usedasabenchmarkforestimatingpotentialmarketstrengthinaparticulararea.Theresultsofthis
surveyallowNGFtomakeaccuratepredictionsconcerningdemand,participation,andgolf
spending.
BlackberryFarmGC 5mi10mi15mi
Santa
Clara
County
SanJose-
Sunnyvale-
Santa
Clara
CBSACalifornia U.S.
GolfDemandIndicators
#ofGolfingHouseholds 20,57951,52389,08088,19290,4511,594,12017,483,010
ProjectedGolfingHouseholds
(2018)22,96658,10399,82199,232101,7541,753,87318,901,970
EstimatedCourseRounds
(in-marketsupply)221,464694,7731,058,1631,523,0741,690,60436,882,779431,309,400
GolfingHouseholdIndex 108989597 97 84 100
RoundsPlayedIndex 47544673 73 91 100
ThegolfdemandindicesforthelocalmarketsaroundBlackberryFarmGCindicategolf
participationratesthatareslightlylesstoslightlyhigherthantheU.S.benchmark,while
roundsplayedperhouseholdareabout±50%lowerthanthenationalbenchmark.
However,becauseofthesheerdensityofthepopulation,roundsplayedper18holesof
golfarehigherthanweobserveinmostmarkets.
Thereareanestimated20,560golfinghouseholdswithinfivemilesofBFGC,withthe
potentialtodemandmorethan221,000roundsofgolfannually.Inthe10-milemarket,
thereareover52,000golfinghouseholds,demandingnearly700,000roundsofgolf
annually.
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Corporate/OrganizationalMarketDemand
Asnoted,theCupertino/greaterSanJoseareaishometoalargenumberofmajorcorporateand
publicemployers.Althoughpotentialcorporatedemandforpublicgolfroundsisdifficulttoquantify,it
isclearthatBlackberryFarmGCmanagementshouldtargetthismarket,includingApple,Inc.and
themanylocalcollegeanduniversityalumniorganizations,foroutingsandleagueplay.This
corporate/organizationaltournamentplaycanaugmentthedailyfeeroundsexpectedfromthe
primaryandsecondaryresidentmarkets,especiallyduringoffpeakperiods.
VisitorGolfDemand
Visitors(bothleisureandbusinesstravelers)tothegreaterSanJosehavethepotentialtoimpact
demandatareagolfcourses.NGFresearchshowsthatroughlyone-thirdofallgolfersparticipatein
theactivitywhiletraveling,playingaboutaroundofgolfforeverytwodaysoftravel.Thesevisiting
golfers,especiallythosestayinginnearbyhotels,shouldbetargetedbyBlackberryFarm
managementforstay-and-playpackages,etc.
Thereare289hotelswithin15milesofBlackberryFarmGolfCourse;43ofthesearelocatedwithin
justfivemilesofthecourse.TheclosesthotelstoBlackberryFarmGolfCourseincludeCypress
Hotel(1.5miles),AloftCupertino(1.9miles),CourtyardSanJose-Cupertino(2.6),HiltonGardenInn
Cupertino(2.6),WoodcrestHotel(3.1),andCorporateInnSunnyvale(3.3).ManagementtoldNGF
thattheyhavefieldedinquiriesfromoneormoreofthesehotelsaboutofferingtheirguestsreduced
greenfeerates.
GolfSupplyFactors
CurrentGolfCourseSupply
Thereare15totalgolffacilities(subjectincluded),totaling234holes,withintenmilesof
BlackberryFarmGolfCourse,including10thatarepublic(153holes).SantaClara
Countyishometo33golffacilities,including21thatarepublicaccess.
Household/Supplyratiosarederivedbydividingthenumberofhouseholdsbythe
numberof18-holeequivalentgolfcoursesinagivenmarket.Thismeasureisusedasa
benchmarktoestablishthelevelofsupport(households)thatisavailableforeach18
holesofgolfinthemarket.AHousehold/Supplyindexisderivedfromtheseratios(base
nationalfigure=100).The15-milemarketaroundtheBlackberryFarmGChasmore
thanthreetimesasmanyhouseholdsper18holesofgolf(bothtotalandpublic)than
doesthenationoverall.
TheNGFdatabaselistsnonewpublicgolfcoursescurrentlyunderconstructioninthe
immediatemarketandtwenty-sevenholesinplanningwithintheSanJose-Sunnyvale-
SantaClara,CACBSAmarket.
BLACKBERRYFARMGCGOLFMARKET
NGFidentifiedkeycompetitorsand/orcomparablesforBlackberryFarmGolfCourse.These
facilitiesincludeone18-holeexecutivedailyfeecourse,five9-holeexecutiveandtwo9-holepar-3
shortcourses.Belowweprovidesummaryoperatinginformationforthesefacilities,aswellaskey
findingsregardingthedynamicsshapingthelocalandregionalmarketsthatBlackberryFarm
operatesin.Amapshowingtherelativelocationsofthesefacilitiesisshownbelow.
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ComparableFacilitiesMap
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BlackberryFarmGolfCourse–MarketComparables
ThetablebelowshowssummaryinformationforBlackberryFarmGolfCourseandkeycomparables.
Facility FTYPELocation Year
Open Par FrontTee/
BackTee FootGolf
Location
Relativeto
Blackberry
FarmGC
BlackberryFarmGolfCourse 9HExec-MU Cupertino 1962 29 1,544 -
DeepCliffGolfCourse 18HExec-DFCupertino 1960603,358 0.8
Links9atLasPositas 9HPar3-MULivermore 201227882/1,113YES27
PruneridgeGolfClub 9HExec-DFSantaClara 1967311,769YES5.4
RanchoDelPuebloGolfCourse 9HExec-MUSanJose 200028/37/491,072/1,338YES11.6
SantaTeresaGolfClub(ShortCourse)9HPar-3-DFSanJose 196327922YES17
SunkenGardensMunicipalGolfCourse9HExec-MUSunnyvale 1955291,502 3.4
ValleyGardensGolfCourse 9HExec-DFScottsValley 1971361,785YES19.2
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SummaryOperatingInformation–KeyCompetitors
ThetablebelowshowssummaryfeeinformationforBlackberryFarmGolfCourseandkeycomparables.Feesrepresent9-hole
walkingrates,unlessotherwisenoted.
KeyCompetitors
Facility FTYPE WD/WE
9-Hole
Replay
WD/WE
WD/WE
Senior
WD/WE
Junior CartFeesAnnual/Multi-PlayProgramDrivingRange
BlackberryFarmGolfCourse*9HExec-
MU $17/$19 $11/$13 $16/$19 $16/$16
$7
(Twocarts
available
forhndcp
only)
UnlimitedPlay
Wkdaysonlyand
EverydayPassesoffered
Multi-playroundcardsoffered.
2artificialmats
nettedhittingcage
$1/$3
DeepCliffGolfCourse 18H
Exec-DF $19/$23---$13 PremierClubMember($99.95)
Receive$7offprimetimerates
11-stationnettedhittingarea,
35-yarddrivingrange;$3.50
Links9atLasPositas 9HExec-
MU $18/$20$8/$10-$9/$12$10 $150for10rounds
valid7daysaweek
30teestationsandaputting
green
PruneridgeGolfClub 9HExec-
DF $22/$24$11/$12
$17/NA
w/mbrshp
$20
$12/$12
w/mbrshp
$20
-
VIPPassRegularPrice$3,199
NOW(Oct2014)
$1,199Yearly;$349Monthly;
$40DailyMondayorTuesday
Covered,twotier,litfacility.VIP
membersusegrassrange.
Indoor&outdoorhigh-tech,
stopmotionvideoinstruction.
$5/$10/$14/$18
RanchoDelPuebloGolfCourse 9HExec-
MU $13/$15$7/$7$10/NA$7/$8-
25stations;10,000sqftbent
grassputtinggreen.LitFacility.
$4/$6/$9:discountrangekey
Pay$20for$25worthofballs
Pay$40for$50worthofballs
Pay$75for$100worthofballs
SantaTeresaGolfClub
(ShortCourse)
9HPar-
3-DF $13/$17$13/$17$13/$17$13/$17$14JrMbrshp$55+$5/$8rate 40TeeStations
SunkenGardensMunicipalGolf
Course
9HExec-
MU $15/$19Free
Offer$88
M-Thplay
card
Offer$88
M-Thplay
card
$10
10Play Card=$135
GolfDiscountCard=$88
UnlimitedplayM-THforSr,Jr
anddisabledonly
18TeeStations;lighted
ValleyGardensGolfCourse 9HExec-
DF $20/$22$7.50/$10Wed.$16$16/$16-
Monthly$130;Annual$925
w/additional$3rndsweekdays
&$10rndsonweekends
12TeeStations
*Cupertinoresidentsreceivea$2.00discountwithproperidentificationofresidency
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SignificantFindings
General
BlackberryFarm’smostdirectcompetitorsinclude:DeepCliffGC,an18Hexecutive
courseinCupertino;PruneridgeGolfClub(9HExec)inSantaClara;Ranchodel
Pueblo(9HMuniExec)inSanJose;andSunkenGardens(9HMuniExec)in
Sunnyvale.OtherregionalmarketcomparablesincludetheShortCourseatSanta
TeresaGolfClub(9HPar3),theLinks9(9HPar3)atLasPositasinLivermore,and
ValleyGardens(9HExec)inScottsValley.
Otherpublicaccessfacilitieswithintenmilesthatare18Hregulationlengthtracks
andcanbeconsideredonlysecondarycompetitorsinclude:GolfClubMoffetField
andShorelineGolfLinksinMountainView;PaloAltoGolfCourse;SanJose
MunicipalGolfCourse;SantaClaraGolf&TennisClub;andSunnyvaleGolfCourse.
Par3andExecutivecourses–especiallythoseofthe9-holevariety-appeal
primarilytocertainsegmentsofgolfers,includingbeginnersandseniors,aswellas
thosethathaveconstraintswithrespecttodiscretionarytimeand/ormoney.These
facilitiestendtohavedifficultygainingtractionamongothersegments,includingavid
golfersandyoungergolfers.
Roundsplayed
AswasthecasewithnearlyeverygolfmarketNGFexaminednationally,average
annualroundsplayedatmanyBayAreagolfcoursesdroppedby25%ormore
betweenthelate1990s/2000andthemiddlepartofthe2000s.Therehavebeen
intermittentyearsofrecoverysincethenbut,basedonoperatorinterviews,thelast
fewyearshaveseensignificantroundsattrition.Belowwepresentsomerecent
resultsfrommarketcomparablesidentifiedinthissection.
SantaTeresa(shortcourse):
Roundsdecreasedbyabout30%overthelastsixyears,fromabout38,000
in2009toaproject±27,000roundsin2014.
Atanaveragegreenfeeperroundofabout$14,totalgreenfeerevenues
havefallenbelow$400,000.
DeepCliff:
Roundsaredownbyabout25%fromtheirpeak(lowtomid70,000s)inthe
earlypartofthe2000s.Managementreportsthat2009-10wasaparticularly
badperiod,withsomerecoveryin2011-12,beforeroundsbegan
aggressivelyfallingagainin2013.Roundsfor2014aredown14%overprior
year,andarebudgetedtofallfurtherin2015.
PartoftheproblematDeepCliffisthesevere75%cutbackinwater(they
nowpurchasecitywaterandarenotequippedtopumpthevolumethey
need);asaresult,onlygreensandsurroundshavebeenwateredsinceMay.
RanchodelPueblo(cityofSanJose):
Roundsdecreasedby16.5%overthelastfiveyears,from32,257inFY10to
26,929inFY14.
Revenuesdeclinedonly3.3%,to$591,000.
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Totaloperatingexpenses(excludescapitalimprovements)increasedby
14.5%toabout$788,000,resultinginanoperatinglossof$197,000,
comparedto$77,000inFY10.
Links9atLasPositas(cityofLivermore):
Roundsandgreenfeerevenues–about20,000and$300,000,respectively–
overthefirsttwoyearssincerenovationthattransformedthecoursefroman
executivelayoutof2,034yardstoapar3of1,113yardsarevirtuallyidentical
toresultsfromthelastcoupleofyearsofoperationasanexecutivelayout.
SunkenGardens(cityofSunnyvale):
Roundshavebeenremarkablysteadyoverthe5-yearperiodfromFY10
throughFY14,at±60,000eachofthefirstfouryears,beforedecliningto
52,000inFY14.However,FY14wastheonlyyearwhenreplayroundswere
notfree(revenueswereactuallyhigheronthereducedrounds).Thefree
replaypolicyhassincebeenreinstituted.
AsanillustrationofjusthowfarmanyBayAreafacilitiesareoffoftheirpeak
activitylevels,SunkenGardenshostedabout94,000roundsbackin1999.
Atanaveragegreenfeeperroundofjustover$13,totalgreenfeerevenues
wereabout$680,000inFY14.
GreenFees
Asweareobservingacrossthenation,fewerroundsinthegreaterBayAreamarket,
arebeingsoldatrackrates.Thereisamyriadofwaysthatfeesarebeing
discountedduringnon-peakdemandtimes.Inadditiontoeverydaydiscountsfor
juniors,seniors,etc.,manyclubshaveloyalty/frequentplayerprogramsandactive
internalyieldmanagementprogramsthatincludesendingoutspecialpromotionsto
theiremaildatabases.Additionally,internetwholesalerssuchas GolfNow.com are
playingalargerroleinmovingunsoldteetimesinthismarket.
Asaresultoftheincreaseindiscounting,evenamonghigherpricedfacilities,
averagegreenfeerevenueperroundisessentiallyflatorevendecliningforlower
feefacilitiessuchasBlackberryFarm.
NGFbelievesthat‘rack’greenfeesatBFGCaregenerallyappropriateinthecontext
ofthefeesforthemarketcomparable9Hexecutives,withregular9Hweekdayand
weekendratesslightlyhigherthanRanchodelPueblo,similartoSunkenGardens,
andslightlylowerthanValleyGardens.ShouldtheCitygowiththeoptionto
reimagineBFGCasapar3course,webelievethatgreenfeescanremainsimilar
(assumingsimilarmarketconditions)towhattheyarenowduetotheoverall
increasedqualityandattractivenessofthegolfcourse.
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BlackberryFarmGolfCourseReview
BlackberryFarmGolfCourseislocatedintheCityofCupertino,about2.6mileseastofApple,
Inc.headquarters.Itisconvenientlylocated1mileeasttheintersectionofStateRoute85and
Interstate280freeways.TheentrytotheparkinglotisoffofStevensCreekBoulevard.Though
thelocationisadvantageousintermsofproximitytopotentialdemanddriversforgolf
(residential,schools,corporate);however,trafficalongStevensCreekcanattimesbea
detrimenttoeaseofaccesstothegolfcourse.
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FACILITIES
TheBlackberryFarmGCincludesa9-holeexecutivelengthgolfcourse,restaurant/proshop,
andmaintenancefacility.Thefacilitydoesnothaveadrivingrange.The“clubhouse”isactually
theBluePheasantrestaurant/nightclub,adatedbuildingthathousestheproshopand
restroomsonthegroundfloor.
TheNGFreviewofthesecomponents followsinthissection.
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History
TheBlackberryFarmGolfCourseoccupiesaportionofanoldfarm(160areas)settledby
CaptainElishaStephensin1848.BlackberryFarm,until1991,wasoperatedasafamily-owned
picnicfacilityfor37yearsandoverthreegenerations.
In1991Cupertinoresidentspasseda25-yearbondmeasuretopurchasetheproperty.TheCity
ofCupertinocommittedtooperatingBlackberryFarmasarevenue-generating,self-supporting
parkfor25yearsuntil2016.Today,this33-acrerecreationalfacilityoffersacreeksidepark
settingforfamilyandgrouppicnics,swimmingpools,andthe9-holegolfcourse.Amongthe
goalsoftheparkareasaretoservetheneedsoforganizedgroupswishingtoreserveoutdoor
picnicfacilitiesforspecialfunctions,andtoprovideprogrammeduses,includingthe9-hole
BlackberryFarmGolfCourse,forthegeneralpublic.
Thegolfcoursedatesto1962andwasdesignedbyRobertMuirGraves,aprominent
California-basedgolfcoursearchitect.ItwasamongthefirstdesignsinGraves’careerandis
listedasa“Par-3Course”inearlyaccountsbyGravesandotherresources.Itmaybethatholes
werelengthenedovertheyearsinanattempttoachievelongeryardagesandanincreasedpar
value.
Twosetsofteesrangingfrom1,410yardsto1,544yards.Thetwoteepositionsallow
golfersofdifferentskilllevelstoplayfromatotalgolfcourseyardagethatis
comfortableforthem.
Paris29,withsevenpar-3s,andtwopar-4s.
TheUnitedStatesGolfAssociation(USGA)slopeandratingdatashowtherelative
difficultyoftheBlackberryFarmGCfromthevarioustees,withaslopeof93anda
ratingof57.0fromthebluetees,anda91slopeand57.4ratingfromtheRedtees.
Sloperepresentsacourse’sdifficulty,comparedtothe“standard”USGASlopeRating
of113.
BluePheasantRestaurant(Clubhouse)
TheclubhouseessentiallycomprisestheBluePheasantRestaurantthatoccupiestheupper
floorareaofthebuilding.Arrivaltothisbuildingisnondescriptwithdatedsignage,landscaping
anddetails.Thebuildinghasbeenremodeledinlimitedways,mostlywithpaintandtheaddition
ofrequiredADArampsandappointments.Boththeexteriorandinteriorarereminiscentofa
circa1970s-80sagingbuildingthathas“seenbetterdays.”Theparkinglot,recentlyresurfaced
andconfigured,appearswelllitandadequatelyservestherestaurantandgolfuses.
Thelowerlevelofthebuildinghousesthegolfproshop,storageandrestroomstoservegolfers.
Ofimportantnoteisthatthelowerlevellieswithinadesignatedfloodplain.Thebuildinghas
floodedinrecentyearsandthereisalonghistoryofitfloodingeversinceitwasoriginally
constructed.ImprovementsinstalledbytheCityincludealowwallsystemthatservestodetour
risingwaterwhensandbagsarestackedtocloseoffawalkwayareaatanopeninginthiswall
system.Thishashelpedtoprotectthelowerlevelandreducedamagefromflooding.
Adjacenttotheclubhouseareaisawatertowerthatwasrelocatedtoitspresentlocationfrom
propertynorth,acrossStevensCreek.ThisstructureisownedbytheCity,butisnotcurrentlyin
serviceorusedforanypurpose.Inessence,itisapieceofhistorythatgetslittleornoattention.
NGFencouragestheCitytoexploreideaswithMIGtoseeiftheremaybeinterpretativeorother
publicusesthatwouldbebeneficialtotheoverallBlackberryFarmarea.
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PracticeFacilities
AsidefromasmallpracticeputtinggreenbytheHoleNo.1,thereareonly“hittingcages”that
maybeusedforinstructionandwarm-up.Thesestructuresarelooselyconfiguredand
immediatelyadjacenttothegreenareafortheHoleNo.9.Qualitypracticeareasandamenities
thatcouldattractnewplayersandthoseinterestedinlearninggolfareallbutabsent.
MaintenanceFacility
Themaintenancebuildingandyard,asnoted,arerelativelynewreplacementsforanoldgarage
thathadstoredequipmentandservedasamaintenancefacility.Thenewbuildingismetal
constructedandwellscreened.Therearesanitaryfacilities,washstationsandtypical
appointmentsforamodernfacility.Theyard,whilesmall,isadequateforthelimitedequipment
andmaterialsnecessarytocareforthesmallcourse.Storagebinsforsandandlandscape
materialsareundersized,whichrequireddoublehandlingafterloadsofmaterialaredelivered.
On-CourseFacilities
Norestroomsarelocatedonthecourseitself.Therestroomslocatedinthemaintenance
buildingwerecleverlyconfiguredtoservethepublicwhileplayinggolf.
GolfCourseConditions
ThissectionfocusesonthephysicalnatureoftheCity’sexistinggolfasset.Thephysical
aspectsofagolffacilityshouldnotbeheldseparateduringanevaluationofaspectssuchas
businessoperations,financesand/ormarketanalysis.Golffacilitiesareinherentlyaffectedby
thephysicalconditionsandconfigurationincombinationwithinfluencesofthebusiness
operation.Webelieveitisessentialthatthephysicalpropertiesofgolffacilitiesmustbelooked
atwithaviewbeyondthatofwhichcurrentlyexists.Theviability,potentialandlongterm
opportunityofthegolfassetshouldbeevaluatedalongwithcurrentconditionsandtrends,
especiallythosethatmayhavepositiveinfluenceonoperations.
Theintentofthissectionistoprovideabaselineofthecurrentconditionsandwhatmeasures
arerequiredtoimprovethephysicalfacilityand/orbringituptoqualitystandards.
ThemethodforevaluatingthegolfcourseinvolvedmultiplesitevisitsbyNGFsubcontractorand
GolfCourseArchitectForrestRichardson,ASGCAonthreeseparateoccasions.Interviewswith
keystaffchargedwithcaringforandoperatingthepropertieswereconducted.Additionaldata,
bothprovidedbytheCityandsecuredindependently,wasusedtoascertainthegeneral
maintenanceneedsandnecessaryimprovements.NGFConsultingalsoconsultedwithMIG,
theCity’sconsultantaddressingmasterplanningoftheStevensCreekCorridor,whichincludes
theBlackberryFarmGolfCourse.
BothNGFandMr.Richardsonvisitedthefacilitytoevaluatethecourseandconditions.Mr.
Richardson’sfocuswastoreviewthegolfcourseintermsofitscurrentconditionaswellas
lookingtopotentialimprovements.Hisreviewalsoaddressesthefeasibilityofcertainplanning
conceptsthattheconsultingteamhasbroughtforthtotheCity.
ThisreportisintendedtoprovideabasisforfurtherstudyandpotentialactionbytheCity,as
wellaspotentialintegrationtotheMIGplanningeffort.Thereportislimitedtothescopeof
servicescontractedtoNGFConsulting.Accordingly,informationsuchasprobablecost
estimatesandconceptualplanningmustbeviewedintheircontextandlimitations.Thescopeof
servicesdidnotallowanin-depthstudyofoptionsbeyondthesummarizedfindingsand
conceptualplansprovided.TheCityisadvisedthatfurtherstudy,detailedanalysis,specific
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planningandcostanalysisshouldbeundertakenbeforefinalactionsaredetermined.This
reportshouldbeusedtoformdecisionson“nextsteps”asimprovementsand/orchangesare
consideredandshiftedfromplanningtoformalproject.
Thefollowingsectionprovidesasummaryofcurrentcourseconditions,maintenancepractices
andgeneraldeficiencies.
Tees:Ingeneral,teesareinpoorshapeandarecrowned(i.e.,theyarenotlevel.)Turfsuffers
fromover-shadingduetocloseproximityoftrees,andtreedensity(i.e.,overplantingoftrees.)
Drainageappearsnon-existentwithnativesoilslikelyformingtheteesubgrades.Eventhough
teeshavebeenrebuiltoccasionally,theextremelysmallsizescreateconstantwearandthey
simplycannotkeepupwiththeuse.Teesalsodonotofferyardageflexibilitytothedegree
necessarytoservegolfersofvaryingabilities.Therearefewteesandthosethatareinservice
arenotlargeenough.Theyardagedifferencebetweenthebackteesandtheforwardteesis
merely134yards,anaverageofjust15yardsperhole.Developingnewteesforshorterforward
yardagesencouragesmorenewplayers,youngplayersandseniorplayers,andcanhavethe
effectofpromotingmoreplayfromteeyardagesappropriatetoindividualskilllevel.
FairwaysandRoughs:Turfqualityisaveragetopoorwithshadedareasbeingintheworst
condition.Drainageislackingatpointswherenaturalgradesdonotconveywatertolowareas
andthefewdrainsinstalledonthecourse.TurfisavarietyofBermudagrass,ryegrassand
kikuyugrass.Somesmallpatchesoffescue-typeturfandheartybentgrass(likelyleftoverfrom
originalgreensplanting)canbefoundhereandthere.Compoundingturfconditionsisthe
antiquatedirrigationsystemthatdeliverspoorcoverageandinefficientirrigationpressure,andis
aconstantsourceofleaksandbreaks.
Greens:Greensareverysmallwithpoaannua,anacceptablegreens“turf”thatovertakes
bentgrass,especiallyintheBayArearegion.Wherethegreensarenotinexcessshade,the
surfacesareacceptable.Therearesignificantpatchesofpoorqualitywhichislikelytheresultof
multiplefactors-irrigation,shade,ageandsize.Intermsofsize,thegreensareextremelysmall
anddonothealfromday-to-daywhenthecourseisbusy.Greensforacourseofthislength
(withmanyshortshotsplayedfromteesthatarehithighandcausedeeperballmarks)should
beasmuchasthreetimes(3x)thesizeofthegreenspresentlymanaged.Greensarereported
tobeoriginalandwerelikelybuiltonnativesoilswithonlyanominalvolumeofsandmixedto
availablesoils.Consideringtheageandotherfactors,theconditionsare“good.”Theoverall
qualityiswellbelowwhatcanbeattainedwithnew,replacedrootzonesandmoderndrainage
systems.(Note:TheNo.3greenwasrebuiltinrecentyearsandis,asaresult,inbetter
conditionthanothers.)
Bunkers:Sandbunkers,ofwhichtherearenine(9)intotal,arewellpasttheirlifecycle.Sand
hasbeenaddedtobunkersthroughouttheyears,whichamountstotheonlysignificantcare
theyhavereceived.Addingsandcausesthefloorstoriseupandeventuallybecomeelevatedin
relationshiptogreensurfaces.This“volcano”effectisnotonlyapooraesthetic,butitsendsa
signalthatthecoursehasbeenneglected.Inmostclimatessandbunkersgetnewsand
replacedevery2-3yearswithinfrastructure(drainageandsubgrades)renovatedevery7-10
years.Accordingtostafftherehasbeennoworktosandbunkers(exceptsandbeingadded
withoccasionaledgingwork)sincethecoursewasoriginallybuiltinthe1960s.
Ponds:Originally,thecoursehadanareaofpondsandastreamthatformedawaterfeature
throughthecourse.Thesepondswerefilledwithamanualvalvefromthecreek.Pondswere
takenoutofservicetoconservewaterandbecausetherewasconcernthattheywereleaking.
Thepondsneverservedasareservoirforthegolfcourse,atleastnotinthepastseveral
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decades.WhilenodetailedinspectionofpondswasmadebyNGF,visualinspectionshowssoil
crackingandconditionsthattendtosupportpotentialleaksshouldtheyberefilledwithwater.
Modernpondconstructionforsoiltypesinthisregionwouldgenerallycallforartificialliners
suchasHDPEplasticsheetinglaidoverageotextilefabric.However,wedonotrecommend
reconstructionoftheponds(i.e.,lining)aswefeelevaporationandresultingwatercostwould
becounterproductive.Alternatively,werecommendconversionofthepondareastoapassive
naturalizedlandscapethatcanservetheareawithbiofiltration (seebelow).
IrrigationSystem:Noin-depthevaluationwasmadeoftheirrigationsystem.Ingeneral,the
systemisoriginaltothec.1960scourseconstructionandhasbeenheldtogetherwithvarious
patches,repairsandsomenewerequipment.Atypicalirrigationsysteminthisregionwilllast
from18to25years.TheBlackberryFarmsystemhasnow(tried)tooutliveitsintendedlifecycle
bynearlythree-fold.Thesystemis“hydraulic”controlled,amethodthatisnowsooldmostturf
suppliersnolongerhavepersonnelwhohaveevenheardofsuchtechnology.Duringourvisits
weobservedhand-wateringbythegroundscrewinordertoovercomethisless-than-desirable
system.Thedownsideofsuchanoldersystemispoorcoverage(toomuchoverlapornot
enough),leaks,breaksandtheconstantvigilancebystaffthattakestheirtimeandenergyaway
fromareasandmaintenancethatthepubliccanseeandappreciatemore.
CartPaths:Thefacilitymanageswithjusttwogolfcartsasmostgolfersprefertowalk.Where
pathsarepresent(atjustafewlocations)theyarenarrowandnotconfiguredwell.Thereislittle
compliancewithADAguidelinesintermsofcurbingoraccess.
Trees:TreesformthelandscapethemeforBlackberryFarmGolfCourse.Asnoted,treesline
allgolfholesexceptwherepolesandnettinghavebeeninstalledalongotherparkuses.Overall,
treesaretooprevalentandcausetoomuchshadeforturftothriveandbehealthyforgolfuses.
Whereshadeismostprevalent,turfdoesnotgrowatallandthegroundisbare.Wheretrees
havebeencutdown,severalstumpsremain.Manytreesareroot-boundwithexposedroots
interferingwithgolfers,maintenanceequipment,surfacedrainageandirrigation.Manytreesare
notedtobeindecline.Thisconditionislikelyaresultofaging,regionalblight(s)and,insome
areas,overcrowdingwheregroupsoftreesweresimplyplantedtoocloseinproximity.
Safety
Noformalsafetyanalysiswasconducted.However,itisobvious(andconfirmed)thattheNos.1
and9holesareconfiguredtooclosetogether.Conflictscanoccurbetweenplayontheseholes.
Otherareashaveset-backissues,butnottothedegreeasevidentontheopeningandfinishing
holes.Staffreportsnoclaimsorerrantballinjuries.NGF,indevelopingalternativeplans,has
addressedtheissuenotedatHoleNos.1and9.IftheCityoptstoeitherfullyorpartially
reconfigurethegolfcourse,separationbetweenholesandappropriateset-backsareessential
tofutureoperationsoftheCity-ownedfacility.
WaterUse
Wateriscurrentlysuppliedfromthepotable(municipaldrinkingwater)system.Originallythe
coursewassuppliedbywellwater.Thatwellisstillinplacebutnolongerusedfollowingpark
workandacquisitionofthecoursebytheCity.(AdetailedreportwasprovidedtoNGFonthe
testingofthewellandwasusedbyustoformestimatesofwateruseandcostforalternative
plans.)Wesupportthereinstatementofthewellastheprimarysourceofirrigationwaterfor
BlackberryFarmGolfCourse (seebelow).
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Maintenance
Maintenanceisoutsourcedtoaprivatevendor.Staffvariesfrom2to4dependingonseason
andneeds.Thereistypicallyasupervisoronsiteatleast3-4daysperweek.Consideringthe
aginginfrastructureandotherconditionsnoted,thegolfcourseiskepttidyandplayable.Itisnot
likelythatbetterconditionscouldbeattainedwithoutsignificantinvestmentintheasset.
SummaryofBlackberryFarmGolfCourseDeficiencies
Insummary,theBlackberryFarmGolfCourseinitscurrentstatesuffersfromanaging
infrastructureandmanyotherdeficienciesthatconstrainitsabilitytooperateefficientlyandgain
sufficientroundsactivitytomakeitfinanciallyself-sustaining.Keydeficienciesinclude:
Lackofteeflexibility(havingmoreyardagesfromwhichplayerscanopttoplayfrom)
Turfconditions
Greens(toosmallandlackquality)
Treemanagement(treehealthandover-shadingofturfareas)
Irrigationsystem(agingandinefficient)
Watersourceandcost(frompotabletowellwater)
Tightholecorridors(especiallyatNos.1and9)
Lackofpracticeandnewplayerdevelopmentamenities
Agingclubhouse(separated,non-integratedusesofgolfandrestaurant)
LackofADAcompliance(pathsandaccess)
OPERATIONS
BlackberryFarmGCisaccountedforbytheCityofCupertinoasaself-sustainingEnterprise
FundwithintheRecreation&CommunityServicesDepartment.Theenterprisefundstructure,
whichisintendedtoensurefullcostrecoveryviauserfeesandalsoprovideaccounting
transparencytothepublic,isverycommonformunicipalgolfsystems,bothintheStateof
Californiaandnationwide.Asofautumn,theGolfFundhadapositivebalanceofabout
$600,000,whichiscurrentlyearmarkedtopartiallyfundreplacementoftheirrigationsystem.
OversightofthegolfprogramistheresponsibilityoftheSeniorRecreationSupervisor,who
reportstotheDirectorofRecreationandCommunityServicesand,ultimately,theCityManager.
One-fourthoftheSeniorRecreationSupervisor’ssalaryischargedtotheGolfFund.TheCity
ManageranswertotheelectedCityCouncil,whichhasultimateauthorityoverpoliciessuchas
feeschedulesatthegolffacility.
On-SiteManagement
BFGCismanagedon-sitebyaCity-employedRecreationCoordinator,whiletwoseparate
privatecontractors(contractsduetoexpireonJune30,2015)areresponsibleforthegolfshop
concessionandgolfcoursemaintenance.Inaddition,theCityleasesoutthe“clubhouse”
building,whichcomprisestheBluePheasantRestaurant.Theassociatedrevenuesfromthe
restaurantleasearenotincludedintheGolfEnterpriseFund.
GolfShopConcessionandGolfLessons(JeffPiserchioGolfShop)
GolfCourseMaintenanceAgreement(ProfessionalTurfManagementIncorporated)
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Inadditiontothefull-timeRecreationCoordinator,whomanagesthefacility,thereare6part-
timeworkersthatareCityemployees,butwithnobenefits.Theirpayrateisbetween$11and
$13perhour.
ContractsinPlace
Asnotedearlier,BFGCismanagedon-sitebyaCityemployeeonsite,whiletwoseparate
privatecontractors(contractsduetoexpireonJune30,2015)responsibleforthegolfshop
concessionandgolfcoursemaintenance.Inaddition,theCityleasesoutthe“clubhouse”
building,whichcomprisestheBluePheasantRestaurant.Theassociatedrevenuesarenot
includedintheGolfEnterpriseFund.
GolfShopConcessionandGolfLessons(JeffPiserchioGolfShop)
GolfCourseMaintenanceAgreement(ProfessionalTurfManagementIncorporated)
Asummaryofkeycontracttermsandvendorresponsibilitiesfollows:
GolfProfessionalServices
TheBlackberryFarmGolfCoursegolfshopandgolflessonsprofessionalservicesagreementis
structuredasaconsultingcontractagreementwithJeffPiserchioGolfShop,andwasentered
intoJuly1,2014.Theone-yearagreementexpiresonJune30,2015.
Thekeyelementsofthegolfprofessionalservicesagreementinclude:
CitypaysJeffPiserchoGolfShop abasicfeeof$45,000or$23.44perhournotto
exceed$3,750permonth.
JeffPiserchioGolfShoppaysthecity:
15%ofallgrossreceiptsderivedfromgolfmerchandise,golfdrivingcage
andsnackconcessions
20%ofallreceiptsfromgolflessons
Responsibilities –Exclusiverighttooperategolfshopconcessionandgolflessons
services.ConcessionaireServicesinclude:
Golfmerchandiseduties
Drivingcageduties
Snackduties
Golflessonduties
ProvidesupportandassisttheCitystaffwithcustomerserviceresponsibilities
GolfMerchandiseDuties –OperatetheGolfShopandmanagethesale,pricing,
andinventoryofgolfmerchandise;keepdailyaccountingofallproceedsgenerated
fromthesaleofmerchandiseandforwardsuchaccountingonamonthlybasistothe
City.Provideaseparatecashregisterforrecordingsales;andberesponsibleforall
local,stateandfederaltaxeswithregardtothegolfmerchandise.
GolfLessonsDuties –Providegolflessons.Lessonsshouldaddressindividuals
andgroupsasneeded.AlllessonsshouldbetaughtonparwithPGAindustry
standards.
DrivingCageDuties –Operatethegolfdrivingcageforpublicpracticeand
instruction;keepdailyaccountingforallproceedsandforwardsuchaccountingona
monthlybasistotheCity;makeanyimprovementsormodificationstodrivingcage
priortostartofworkandmaintainthecageinasafecondition.
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SnackDuties –JeffPiserchioGolfShopshallprovideandsellpre-packagedfood
andcannedbeverageitemsfortheconvenienceofthegolfingpublic.Itemsshallnot
competewithfoodandcannedbeverageitemssoldattheBluePheasant
Restaurant.Keepadailyaccountingofallproceedsandforwardsuchaccountings
onamonthlybasistotheCity.Responsibleforalllocal,stateandfederaltaxeswith
regardtothesnacksandbeverageitems.
OtherConsultantServices –JeffPiserchioGolfShopagreestoprovidesupport
andassisttheCitystaffwithcustomerserviceresponsibilities.
GeneralResponsibilities includethefollowing:
Insurance–JeffPiserchioGolfShopshallmustobtainandmaintainworkers
comp,liabilityandautomotiveinsuranceoutlinedintheagreement.
RecordkeepingandInspection–JeffPiserchioGolfShopshallmaintain
completeandaccuraterecordswithrespecttosales,costs,expenses,
receiptsandothersuchinformationrequiredbyCitythatrelatetothe
performanceofservicesunderthisAgreement.JeffPiserchioGolfShopshall
providethecityfreeaccesstobooksandrecordsandallowinspectionofall
work,data,documents,proceedingsandactivitiesrelatedtotheagreement.
MustdelivertotheCityastatementshowingthetotalamountsofmoney
collectedfromservicesonorbeforethe25th ofeachmonth.
Termination–TheCitymayterminatetheagreementforanyreasonbygivingthirty
days’priorwrittennoticetoConsultant.Eachpartyshallpaytotheotherpartythat
portionofcompensationspecifiedintheAgreementthatisearnedandunpaidprior
totheeffectivedateoftermination.
NGFfindsthatthegolfprofessionalservicesagreementcontainsmanyfeatures,characteristics,
responsibilities,andoversightmechanismsthatarecommoningolfcourseconcession
agreementswithmunicipalities.
GolfCourseMaintenanceAgreement
TheBFGCmaintenanceagreementisstructuredviaanindependentcontractoragreementwith
ProfessionalTurfManagementIncorporated.TheoriginalagreementwasawardedonMarch
16,2010fora2yearterm.ThecontractbeganJuly1,2010endedJuly1,2012,andhasbeen
extendedforthepastthreeyears,forapossible5yearstotalendingonJuly1,2015.
Thekeyelementsofthegolfcoursemaintenanceagreementinclude:
Compensation –TheCitypaidProfessionalTurfManagementIncorporated
$173,820,or$14,485per(12)monthformaintenanceservices,plus$600annually
or$50per(12)monthforsoilsamplecollectionandtesting.Oneyearextensionfor
nomorethanatotaloffiveyearscontainsthesameprovisionsoftheoriginal
contract.ThefifthyearofthefiveyearserviceagreementwasapprovedonJune26,
2014attheamountof$187,280.
Misc.Agreement:MajorequipmentandmaterialmustbesuppliedbySierraPacific
TurfSupply
Maintenanceagreementsareperhapsthemostdifficultintermsofcomparingcontractprices
duetotheintricaciesoftheindividualgolfcourseproperties,andsomevariationsin
responsibilities.Theoverridingvariablethatcomesintoplayindeterminingcontractpriceisthe
projectedcostoflabor.Afterthecostoflaborisprojected,therestofthebudgetisdetermined
byputtingcertainvariablesandspecifications,includingacreage(determinedbyGPS
technologywiththelargercompanies),costofgoodsandsupplies,andfrequencyofspecific
maintenancetasksintoaformulathatcomputesthenon-laborcosts.Oncethecontractpriceis
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agreedupon,languagewilloftenbeincludedthatcapsthecompany’sexposureonunexpected
orextraordinaryrepaircosts,suchasthoserelatedtoirrigationandmaintenanceequipment(if
municipalityowns).Typically,thecostofutilitiesremainswiththemunicipality,andsome
companieswillalsorestrictarborcaretoremovingortrimminglowhangingbranches.
RecentOperatingResults
BFGCisoperatingasapublicgolfcourse,withthepredominanceofCityrevenuegenerated
fromgolfgreenfees.Asummaryofrecentroundsplayedactivity,revenue,andexpenses
providedbytheCityispresentedinthefollowingtable.
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BlackberryGolfCourse
ProfitandLoss
FiscalYearJuly-June
Actuals
2008-2009
Actuals
2009-2010
Actuals
2010-2011
Actuals
2011-2012
Actuals
2012-2013
Actuals
2013-2014
RoundsofGolf 49,194 42,985 33,751 31,567 29,893 24,594
PerRoundRevenues
Green FeeRevenuePerRound $14.82 $12.91 $12.77 $12.50 $12.73 $11.77
RentalsperRound $0.41 $0.33 $0.45 $0.52 $0.59 $0.48
OperatingCostsPerRound $11.79 $10.64 $13.49 $14.59 $15.96 $23.12
Sources
InvestmentEarnings $11,981 $3,764 $6,166 $914 $2,185 $763
Rentals $17,232 $14,289 $15,092 $16,358 $17,125 $11,861
GreenFees(2)$623,540 $554,502 $432,646 $394,711 $369,628 $290,609
Misc.$0 ($22)$59 ($14)$0 $0
TotalSources $652,753 $572,533 $453,963 $411,969 $388,938 $303,233
OperatingExpenses
Personnel $123,997 $129,821 $136,393 $144,079 $143,450 $181,364
Materials&Supplies $13,081 $14,386 $18,474 $10,003 $13,191 $12,828
WaterUsage $82,425 $56,494 $61,102 $69,523 $50,960 $50,897
Services $273,277 $255,530 $240,158 $232,940 $233,492 $252,468
Other $3,085 $938 $938 $4,153 $22,242 $21,107
Newcostallocation(1)$52,337
SubtotalOperating $495,865 $457,169 $457,065 $460,698 $463,335 $571,001
Capital Outlays
FacilityImprovements $0 $0 $5,770 $1,048 $0 $0
TotalExpenditures $495,865 $457,169 $462,835 $461,746 $463,335 $571,001
NetRevenue&Expenses $156,888 $115,364 ($8,872)($49,777)($74,397)($267,768)
GeneralFundSubsidy $0 $0 $400,000 $0 $0 $230,000
OperatingBalance $156,888 $115,364 $391,128 ($49,777)($74,397)($37,768)
(1)ImplementedFY13/14
(2)City:Decreaseingreenfee revenuesrepresentboth economicdeclineandlowerplayduetothecreekrestoration
projectadjacenttothe8thand9thholeduringtheperiodofsummer2013throughspring2014
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TotalroundsplayedatBFGC(refertoAppendixA)haveplummetedoverthelastsix
fiscalyears,decliningbyabout50%from49,194inFY09to24,594inFY14.
Managementattributesmuchofthedeclinetotheoveralldeclininghealthofthelocal
golfmarket,agingcourseinfrastructure,andattritioninoldercustomers,thoughthe
decreasesinthelastcoupleofyearsarealsotiedtothecreekrestorationwork.
Aswouldbeexpected,totalgreenfeerevenueshavealsofallensharplyoverthat
timeframe,frommorethan$623,000tounder$291,000,adeclineof53.4%.Total
revenuesfortheFY09throughFY14perioddecreasedfromabout$653,000tojust
$303,000.(Thesefiguresdonotincludeconcessionpayments,whichtotaledabout
$4,800inFY14).
Greenfeerevenueperrounddeclinedbynearly$2betweenFY09andFY10,held
steadyatabout±$12.75forfouryears,andthenfellagainbynearlya$1inFY14.
Themostrecentdecreaseisattributabletotheneedtosellmoreroundsindiscount
categories.
Whileroundsplayedyear-over-yearareupabout25%inthefirstquarterofFY15,
thepercentageofdiscountedroundscontinuestogrow,withmorethan30%oftotal
roundsaccountedforbyGolfnowtradeandpaidrounds,plusGrouponroundsand
otherdeals.Thishasfurthererodedgreenfeerevenueperround,whichwas$11.56
throughSeptember.
Totalfull-feecashrounds(resident+non-resident)declinedfromabout52%oftotal
playinFY09to42%ofplayinFY14.ThroughthefirstquarterofFY15,this
percentagehasfallentolessthan36%,furtherindicationofincreaseduseof
discounting.
TotaloperatingexpenseactuallydeclinedatBFGCbymorethan$32,000between
FY09andFY13,beforeincreasingbymorethan23%inFY14.Themainculprits
wereanew“CostAllocation”chargeof$52,000,a26%increaseinPersonnelcosts
resultingfroma25%allocationoftheRecreationSupervisor’ssalary/benefitstothe
GolfFund,andanincreaseinServicesduetoanew“contingencies”lineitemthat
wasnearly$32,000.Overall,Citypersonnelcostshaverisenby46%sinceFY09.
Golfoperationsexpenseisbudgetedtoincreasebyabout$85,000inFY14,
attributabletofurtherincreasesinpersonnelcosts,costallocationincreasingby
morethan$19,000andnon-recurringfacilitiesimprovementexpenseof$37,000.
Asaresultofdecreasingrevenuesandrisingexpenses(inFY14),totalCitynet
incomeafterallexpenseshasfallenfromapositive$157,000inFY09toadeficitof
about$268,000inFY14.
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Likemanymunicipalitiesthatoperategolffacilities,theCityofCupertinohasaprogramfor
assessingthegolfcourseforcertainservicesprovidedbyotherCitydepartments.‘Cost
Allocation’wasfirstchargedtotheGolfFundinFY2012-13,when$52,000wascharged.This
figureisbudgetedatmorethan$70,000forFY15,andrepresentsasignificant11%ofthegolf
operationbudget(excludingnon-recurringchargeforfacilityimprovements),andmorethan
23%ofFY14facilityrevenues.
Allocatedchargesareoftenapointofcontentionforthosemunicipalstaffchargedwithensuring
thatgolfoperationsremaineconomicallyviable.Acommoncontentionisthattheamount
chargedmaynotfullyrepresent"marketrate”fortheservicesrendered.ItisdifficultforNGFto
appropriatelyestimatethe“truevalue”oftheseservicesduringourconsultingengagements,but
wefindthattheamountsaretypicallyhigherthanwhataprivately-ownedgolfcoursewouldpay
forcomparableservicessuchasfinancial,accounting,legal,custodial,IT,administration,etc.
Ingeneral,theNGFrecommendsthattheservicesbechargedatarateascloseto“market”as
canbeestablished.Thatistosaythatthegolfcourseshouldnotbechargedfortheseservices
ataratethatwouldbehigherthanwouldhavetobepaidfortheservicesifacquiredthrough
privatesourcesontheopenmarket.
GreenFees
Acompletescheduleofgolfcoursefeesisincludedin AppendixB.Greenfeesroseby$2per
categoryforbothresidentsandnon-residentsonJuly1,2010.Therehavebeennosubsequent
changestotheschedule.Residentweekday9-hole‘rack’greenfeesnowstandat$15,with
weekendandholidayratesat$17.Correspondingreplayratesare$9and$11.Fornon-
residents,feesare$2higher.Juniorsandseniorsreceive$1off,weekdaysonly.
Golferscanalsogetdiscountedplaybypurchasingmulti-playpasses(incrementsof10,upto
50)andunlimitedplaypasses(5-dayand7-day),availableonbothanannualandsemi-annual
basis.Anannualpassforaresidentcosts$1,175,whilenon-residentspay$1,315.For
residents,assuminga$16averagedailygreenfee,thebreak-evenamountofroundsonthe
annualpassis73.Laterinthecompetitivereviewsectionofthisreport,wewillputBFGCfees
incontextofmarketcomparables.
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Marketing&Programming
TheCityspendsverylittlemarketingBlackberryFarmsGC,atleastinpartduetothecurrent
qualityoftheproduct.Muchofthecurrentmarketingisfocusedonofferingdiscountedratesof
playandfoodpurchases(25%offforgolfersinBluePheasant).Belowisasummaryofrecent
marketinginitiatives:
GolfNowonlineteetimes-YTDrevenueofabout$11,000throughlatesummer.
Groupon–384dealsredeemed(62%)throughlatesummer,resultingin$13,400in
revenue.Approximately33%werenewtoBFGC,whileanotherthirdwerecurrent
customers.Thefacilityenjoyedaveryhigh99%“wouldrecommend”rating.
PrintandDirectMailAdvertising:
CupertinoRecreationandCommunityServicesDepartment–quarterly
citywidedirectmailpiecetoresidentsfeaturedfullpageGrandRe-opening
adthatincluded$2offcoupon.
CupertinoRecreationandCommunityServicesInformationbooklet:
o Fullpagelisting(includesrates,golflessonrates,contactinfo,basiccourseinfo.
o 3Couponsoffered
25%offfoodatBluePheasant
$26Oneadult&OneJunior-Cupertinoresidentrate
$30OneAdult&oneJunior-Non-residentsrate
2014ValueBook:
o Coupon:2for1GreenFees
Club19Golf&TravelClub–Golfer’sEntertainmentGuide
o Coupon:Two2for1roundson18holesorfour2for1roundson9holes
Website–TheBFGCwebsitehttp://blackberryfarmgolfcourse.com/index.htmlis
poweredby“GolfChannel”andispartofthefacility’sagreementwithGolfNow.Itisa
basic,functional(haslinktoGolfNowteetimebookingengine,signupforemailclub,
golfcoursedescription,photos,etc.)websitethatwewouldexpecttoseeforan
alternativelengthgolfcourseatthisfeeandrevenuelevel.The“ProShop”linkis
underconstructionatthiswriting.TheCityalsoincludesbasicinformationaboutthe
golfcourseintheRecreation&CommunityServicessection.
Email–Managementhasbuiltadatabaseofregularcustomeremails,andhas
accesstotheGolfNowdatabaseofabout1,000addresses.
ProgrammingatBFGCisconstrainedsomewhatduetothenatureofthegolfcourse
andthelimitedpracticeamenities.However,PGAlessonsareavailablethroughJeff
Piserchio.Additionally,thefacilitydoeshaveseveralsmallleaguesandclubs,
includingtheBluePheasantHackersGolfLeague,theTuesdayNightHackers
(open),theCupertinoSeniors,andtheSaratogaSeniors.BFGCalsoparticipatesin
YouthonCourse,apopularandhighlysuccessfulNorthernCaliforniaGolf
Associationprogramthatresultsinsubsidizedgolfforjuniors.
StructureConsiderations
AssumingtheCitycontinuestoownandrunBFGC,thereareseveraloptionstoconsider
regardingoperatingstructure.Theexistingcompriseson-siteCitymanagement,withseparate
concessionsfortheproshopandgolfcoursemaintenance.Belowwepresentasummaryof
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somecommonmunicipalgolfoperatingstructures.Eachoftheseoptionshasadvantagesand
disadvantages.
Self-Operation:Cityself-operationwouldmeanthatALLemployeesandmanagers
aredirectemployeesoftheCity.ThemainadvantageisthattheCityretainstotal
controloverthefacilityanditsoperation,andwouldself-fundallneeded
improvements(asitdoestoday).Thebiggestdisadvantageofthisstructureisthat
employeeswouldbecomesubjecttoCitylaborpoliciesandbenefits.Giventhe
highercostofbenefitstoCityemployees,theresultingpayrollwouldlikelydeepen
operatingdeficitsatBlackberryFarm.
ConcessionAgreementsorPersonalServicesContract:APersonalServices
Contractisverysimilartothemanagementcontract(seebelow),withtheexception
thatthevendorisanindividualasopposedtoacompany.Aconcessioncontractis
similarandcanfunctionmorelikealeaseagreement.Inaddition,whileapersonal
servicescontractisoftennarrowerinscope(oftencoveringonlysomeofgolf
operations),itcanalsobecomprehensiveandincludeoperations,food&beverage,
andmaintenance.Althoughapersonalservicescontractcouldbejustforthe
servicesoftheindividual,thecontractcouldalsobestructuredtowherethe
employeesoftheoperationbecomeemployeesofthecontractor.TheCitycurrently
operateswithmultipleconcessionaires,butretainson-siteCitymanagement.
Full-ServiceManagementContract:Aprofessionalgolfmanagementcompany
operatesallaspectsofthegolfcourse.Thisstructurecancomeinseveralformsand
includecombinationsofallareasofoperationasnotedwithconcessions.The
greatestadvantageofthesearrangementsisshiftingtheoperationtoaqualified
third-partywhowillcontroltheoperationandemployallstaffdirectly.Many
managementcompanies,includingthelargenationalcompaniesthathavemany
municipalcontracts,generallyimplementmarketing,training,agronomic,pricing,and
purchasingprogramsthathaveproventrackrecords.Also,whentransitioningfrom
anoperationthatisfullystaffedwithpublicemployees,thelaborcostsavingscanbe
substantial.
Thegreatestdisadvantageofthisoptionisthatoperationalriskremainswiththe
municipality.Themunicipalityisresponsibleforpayingthemanagementfeetothe
operatorprovidedalltermsoftheagreementarebeingmet,evenifthegolfcourse
financialperformancedoesnotimprove.Thesecontractsworkbestwhentheyare
incentive-based.Ideally,themunicipalitywillcreatean“alignmentofinterests”so
thatifthemanagementcompanyisdoingwell,theCityisdoingwellandviceversa.
OperatingLease:Thegolfcourse(s)couldbeleasedtoaprivategolfcompany(or
individual),whowouldberesponsibleforalloperatingexpensesaswellascapital
upkeep.Theleasecanbestructuredtoprovideanannualleasepaymenttothe
municipality,andtheleasecouldbeestablishedtoincludecertainlessee
requirements,includingcapitalinvestmentinfacilityimprovements,maintenance
standardsand/orrestrictionsregardinggreenfees.Theadvantageofthisstructureis
theremovaloftheCityfromtheday-to-dayoperationandtheshiftingofrisktothe
operator.
Thekeydisadvantageisthelossofcontrolintheoperationandthegrowingdifficulty
infindingaqualifiedvendorwillingtoaccepttherisk,especiallywhenthereisa
historyofnegativecashflowsand/orlarge-scalecapitalinvestmentisrequired.Other
disadvantagesincludelimitationsonfinancing(probablynotcompatiblewith
Municipalbonds),long-termcontracts,andmaintainingappropriatecontract
compliance.
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HybridContract:Ahybridcontractcombinessomeoftheadvantagesofalease
withthoseofamanagementcontract.Theseareusuallyofshorterterm(5+/-years)
thanaleaseandshouldincludeabroaderprogramofrevenuesharing(alsorisk
sharing).Hybridcontractstypicallydonotincludelarge-scalecapitalimprovementon
thepartofthevendor,butsomemanagementcompaniesmaybewillingtoinclude
someofthecapitalimprovementrecommendationscontainedinthisreportin
exchangeforalonger-termcontractandhighermanagementfees.Theadvantages
anddisadvantagestothehybridcontractarebasicallythesameasthemanagement
contract,exceptthatthearrangementisgenerallymoreflexibleandprovidesfora
greatersharingofrevenuesandassumptionofriskbytheoperator.
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StevensCreekCorridorMasterPlan–Golf
CourseOptions
InthissectionweprovideasummaryoftwoconceptualplanoptionspreparedbyNGFandForrest
Richardson,ASGCAfortheBlackberryFarmsGolfCourse.Theseoptionswillbeconsideredaspart
oftheoverallStevensCreekCorridorMasterPlanbeingpreparedbyMIG,Inc.Preliminarycost
estimatesareincluded.
NGFConsultingwastaskedwithstudyingthepotentialtoimprovethegolffacilityinoneoftwo
approaches;(a)torenovatethefacilityinitscurrentfootprint,and(b)reconfigurethefacilityintoa
smallerfootprint.Thealternativetoceaseoperatingthegolffacilitywasnotapartofourscope,but
fallstoworkMIGisconductingonbehalfoftheCity.
Insummary,therearethreealternativeswithregardtothegolfcourse:
(a)Renovateusingthecurrentfootprint
(b)Reconfigureontoasmallerfootprint
(c)Convertthegolfcoursetoanalternativeuse
Accordingly,wehavetitledourproposedalternativeplans“ConceptualPlanA”and“Conceptual
PlanB”.Theseplansaresummarizedbelow(illustrationsandpreliminarycostestimatesarein
AppendixC)andformthebasisofproformaanalysisandnarratives.
OPTIONA
ConceptualPlanSummary
The‘OptionA’ConceptualPlancreatesslightadjustmentstotheroutingoftheexistinggolfcourse.
ThesechangesoccuratHoleNos.1and9whereseparationiscurrentlyverytightandconflicts
occurbetweenplayontheholes.Additionally,HoleNo.9(existing)isveryclosetopracticeareas
andtheexistingparkinglot.Theadjustmentshelpovercometheseissuesandrenderabetter
relationshipbetweenholesandtheclubhouse/parkingareas.
Allothergolfholesarefullyrebuiltandrenovatedwithexpandedgreens,rebuiltsandbunkersand
newdrainagethroughout.TheseimprovementsarenotdepictedontheConceptualPlan“A”exhibit,
butareaccountedforwithinthecorrespondingprobablecostestimate.
Under‘OptionA’,theexistingclubhouse/proshopandparkingareretainedintheircurrentlocation.
NGFConsultingrecommendssignificantrenovationorreplacementoftheagingproshopand
restaurantstructure.Itisourunderstandingthatportionsoftheexistingbuildingarelocatedwithin
knownfloodplainsandthattherearesignificantdeferredmaintenanceissuesthroughoutthefacility.
TheexistingmaintenancefacilityisretainedinitspresentlocationunderOptionA.Aproposed
irrigationwaterstoragetankislocatednearthisareaandisdepictedwithaconceptualelevation.
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UnderOption‘A’portionsofthecurrentturffootprintwouldbeconvertedtonativegrass.Bilfiltration
basins(lowlands)wouldgenerallyfollowthecurrentareaofabandonedpondsthatarelocatedtothe
westernedgeofthegolfcourse.Thesewouldbere-plantedwithappropriatenativegrasses.
HallmarksofOptionAinclude:
Fullyrebuiltgolfcourse
PolesandnettingareretainedexceptthatalongHoleNo.9,whichpotentiallycouldbe
removed
ShortergolfholesatHoleNos.1and9permitpracticeareaadditionsandofferbetter
separation
Newirrigationsystemwithelevated“farm”storagetank
Biofiltrationbasins(lowlandnativeareas)tocapturerunoff
Shortgameandplayerdevelopmentareafornewgolfersandtraining
Eight(8)hittingbaysforinstruction,fittingandpractice
1,430-yard,par-29course(slightlyshorterthanexisting)
NGFConsultingenvisionsthatthelayoutmaybeappropriateforFootGolfuses.Holesforbothgolf
andoffsetlargerholesforFootGolfmaybeaccommodatedonthecourse.
PlanOptionArepresentsarenovatedBlackberryFarmGolfCoursewithfullyre-builtfeaturesand
newturf,drainageandirrigation.Theoptiondoes not freeupspaceforparkimprovementsoranew
parkentrydrive.Essentially,thegolfcourseretainsiscurrentfootprintwiththeproshop,restaurant
andmaintenanceusesremaininggenerallyintheircurrentlocations.
AprobablecostestimatewaspreparedforOptionA.Thisestimateisjustover$2millionforgolf
courseconstructionandanewirrigationsystem(includingthewaterstoragetank).Additional
estimatesareshownforcontingencyandsoftcosts.Theprobablecostestimatedoes not include
razingorrenovationoftheexistinggolfbuilding.Thesecosts,whicharenotdetermined,require
furtherstudyincontexttooverallprojectplanningandapproaches.
ConstructiondurationforOptionAisestimatedtoextendonefullyear,ideallyfromMarchtoMarch
ofthefollowingcalendaryear.Constructiontimemaybeacceleratedbyaddingcosttotheproject
andfullysoddingturf(in-play)areas.NGFConsultingrecommendsfurtherstudytodeterminethe
benefitsofanacceleratedscheduleandwhethermorecostwouldresultinlessrevenuelossduring
downtime.Somegrow-incostshavebeenassumedintheprobablecostestimate,butitislikelythat
additionalcostsmayberequired.Thisbecomesamatterofhowmuchgrow-inresponsibilityis
assignedtothegolfcontractorvs.theCity’sgolfmaintenancecontractor.
OPTIONB
ConceptualPlanSummary
TheOptionBConceptualPlantransformstheexistinggolfcourseintoashorterpar-3layout.Tight
holewidthsareeliminatedandthefullyrebuiltgolfcourseisreconfiguredwithmodernsafetyset-
backsandappropriateseparationbetweenadjoininggolfholes.
Theexistingclubhouse/proshopandcurrentHoleNos.1and9areremovedfromthegolffootprint.
AnewproshopandgrillisshownontheconceptualplanintheareaoftheexistingRetreatBuilding.
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Iffeasible,weproposethemaintenancefacilityberelocatedwestofitspresentlocation,nearto
other“backofhouse”andparkmaintenanceareas.
OptionBallowsforanewparkandgolfentrydriveextendingfromStevensCreekRoadtothe
south,eliminatingparktrafficfromtheresidentialareastothesouth.Thealignmentforthenewentry
stayseastoftheexistingtreedriplineborderingStevensCreek.Theentrydrivemaybe
accommodatedwithnominaldisruptionofexistingparking,ormaycallforfullyreconfiguredparking.
Thisdetailistobedeterminedpendingfurtherstudyforthepark,poolandpublicuseswestofthe
golfcoursearea.TheplanwasdevelopedinconcertwithMIGaspartoftheoverallmasterplanning
andparkstudy.
Abenefitofthereducedfootprintofthegolfcourse(approximately15acresreducedto12acres)is
thatadditionalareasaremadeavailableforfutureparkuses.Theseusesmayincludeparkingatthe
northarea,immediatelysouthofStevensCreekRoad.
HallmarksofOptionBinclude:
Fullyrebuiltgolfcourse
Allgolfcoursepolesandnettingareeliminated(trailsidenettingremains)
Shortergolfholeswithlesserrantballstooutsideareas
Newirrigationsystemwithelevated“farm”storagetank
Biofiltrationbasins(lowlandnativeareas)tocapturerunoff
Shortgameandplayerdevelopmentareafornewgolfersandtraining
Eight(8)hittingbaysforinstruction,fittingandpractice
1,035-yard,par-27course
Returning“loops”allowingplayof3-,6-and9-holerounds
Elevatedteesatfourholes
Relocatedproshopandgrillprovideslongviewsacrossparkandgolfareas
NewparkandgolfentryroadfromStevensCreekBoulevard
NGFConsultingalsoenvisionstheshorterlayoutasbeingpotentiallybeingsufficientforFootGolf
uses.HolesforbothgolfandoffsetlargerholesforFootGolfmaybeaccommodatedonthe
reconfiguredgolfcourse,thoughthiswillhavetobestudiedfurther.
Theaccompanyingplan(Option“B”ConceptualPlan)depictsdetailtoindicateuses,golfareasand
thenewentrydrive.Abriefdescriptionofgolfholesisprovidedbelow:
Hole1 …Elevatedteesbegintheroundwithanorth-facingview.Thegreenisalarge,doublegreen
servingbothHoles1and9.Theconceptualplancallsfor“punchbowl”greenthatisdepressedwith
surroundingmoundsforminga“bowl”contour.
Hole2 …Theholeisashortshottoanislandgreensurroundedbythelowlandareatotheleftwith
sandbunkersencirclingtheelevatedputtingsurface.
Hole3 …Theteeshotisplayedamediumlengthtoaboomerangshapedgreenthatissetamongst
maturetrees.ThegreenisaBiarritz-type,definedbyalowswaleextendingthroughthemidportion
withhighertiersatthefrontandrear.
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Hole4 …Theholeisastraightawayshottoabottleneckshapedgreen.Thealignmentisthesame
asexistingHoleNo.2oftheoriginalcourse.
Hole5 …TheteeshotisplayeduphilltothesamegreensiteasexistingHoleNo.2oftheoriginal
course.Theuphillorientationcontraststotheotherholes,providinginterestanddiversityinshot
typesandterrain.
Hole6 …Roughlyaremakeoftheoriginalcourse’sHoleNo.3.Theholeflanksthesouthernedge
ofthegolfcourse,playingalongtheupperslopewithviewstothenorthandwest.
Hole7 …WithsharedteestoHoleNo.1,No.7playstoalargegreen.Shotscanrangefrom40
yardsto9yardsdependingonteeandholeplacement.Definingthisholearevariouspocketsand
plateausatthegreen
Hole8 …Thelongestoftheholes,theteesareslightlyelevatedandplayroughlytothesiteofthe
originalNo4hole.
Hole9 …PlayingacrossanativeareatothedoublegreensharedwithHoleNo.1,thefinishinghole
ofthenineholesdefinedbyalargemoundtotheleft.Thisfeaturepartiallyhidesthegreensurface,
makingapproachesinteresting.
TheoverridinggoalindevelopingthereconfiguredBlackberryFarmGolfCoursewastoestablisha
funandenjoyablegolfexperience.Purposefully,bothtoreducethegolffootprint(conservingwater
use)andtoreduceroundtimes,thepar-3holelengthsareshort,yetvariable.Playerswillbeableto
hitshotsrangingfrom175-yardstounder100-yards.
Inadditionto9-holerounds,playmaybeofferedat3-holeand6-hole“loops”byusingvarious
combinationsofholes.Forexample,theNo.6holereturnstotheproshopareaandmaybeplayed
asa6-holeloop.Othercombinationsare:1,2,9…7,8,3,4,5,6…and7,8,9.
AprobablecostestimatewaspreparedforOptionB.Thisestimateisjustunder$2millionforgolf
courseconstructionandirrigation(includingthewaterstoragetank).Additionalestimatesareshown
forcontingencyandsoftcosts.Theprobablecostestimatedoes not includerazingtheexistinggolf
building,norreconstructionofthegolfproshopandgrill.Thesecosts,whicharenotdetermined,
requirefurtherstudyincontexttotheoverallparkusesandpotentialthatthisbuildingmayserveas
ageneralCommunityBuildingwithonlyancillaryusesbythegolffacility.
Theprobablecostestimate does accountforrelocationoftheexistinggolfmaintenancebuilding.
Theconceptualplanshowsthisstructurerelocatedtoamore“back-of-house”areaofthepark.NGF
Consultingrecommendsthatconsiderationbemadetopotentiallyintegrateotherparkmaintenance
tothisrelocatedfacility,thusreducingoffsitetravelbyparkmaintenanceequipmentandpersonnel
whonowstoreandgobackandforthtoremotemaintenancefacilities.
ConstructiondurationforOptionBisestimatedtoextendonefullyear,ideallyfromMarchtoMarch
ofthefollowingcalendaryear.Constructiontimemaybeacceleratedbyaddingcosttotheproject
andfullysoddingturf(in-play)areas.NGFConsultingrecommendsfurtherstudytodeterminethe
benefitsofanacceleratedscheduleandwhethermorecostwouldresultinlessrevenuelossduring
downtime.Somegrow-incostshavebeenassumedintheprobablecostestimate,butitislikelythat
additionalcostsmayberequired.Thisbecomesamatterofhowmuchgrow-inresponsibilityis
assignedtothegolfcontractorvs.theCity’sgolfmaintenancecontractor.
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CONSIDERATIONS&RECOMMENDATION
Whenweighingtherelativemeritsofthetwoconceptualplans,NGFtookaccountofsomeofthe
followingkeyconsiderations.
RevenueEnhancements
AreaswhereNGFseesapotentialtoenhancerevenueinclude:
NewPracticeAreas(toattractmoreuseandintroducenewplayerstogolf)
ProvideTopQuality(greenssurfaces,turfconditions,etc.)
Integratefoodandbeveragetogolfuses,andopenthesetopark-goers
IntegrateFootGolfoverlaystobringnon-golferstothefacility
CostEfficiencies
AreaswhereNGFseesapotentialtoreduceorreprioritizecostsassociatedwiththegolffacilities
include:
ReduceManagedTurfFootprint(tosaveonwatercostandfocusmaintenanceeffort)
WaterSourceConversion(tolowerwatercost)
ReplaceAgingInfrastructure(toreduceannualcapitalcostsonemergencyrepairs)
BalanceofLandUse
InstudyinganddevelopingalternativesfortheCity,wehaveweighedthevalueofoperatinga
1,400-yard,par-29golfcoursevs.ashorter,allpar-3course.Whiletheremaytypicallybea
differenceinattractionandusebetweenan“ExecutiveCourse”anda“Par-3”course,theexisting
courseissoclosetobeingapar-3layout(andmaywellhavebeenwhenRobertMuirGraves
originallydesignedit)thatweseenomajordistinctioninattraction(orrevenue)betweenthesetwo
typesoflayouts.Infact,anargumentforanall-par-3coursecouldbemadethatitis(1)more
suitableeventothecurrentlysmallacreage,(2)wouldbemoreopenandlesscongested,and(3)
couldprovetobemorefunforawiderdiversityofgolfingabilities.
However,inordertocomparethisapproach,wealsostudyandforecastfor“ConceptualPlanA”.In
thisoptionthecurrentfootprintispreserved,asarethelocationsforclubhouse,parkingand
maintenance.
EnvironmentalOrientation
Bothoptionsprovidedorientthegolftoamorenaturalizedlandscape.Byconvertingtheoldpond
areastobiofiltrationbasins,andbyreducingturfthroughoutthecourselayout,lesswaterisrequired
andmaintenancecanbeaimedatgreens,teesandplayableareasofturf.Theadditionalbenefitisa
morepleasingaesthetic,andonethatcorrespondsbettertothenaturalareasoftheStevensCreek
valley.
Buildings&PublicUses
Considerablethoughtwasgiventoreuseandconversionofexistingbuildingsandspaces.As
evidentinbothplanoptions,certainusesareeitherpreservedinplaceorrelocated.Theseare
describedinthesummariesforeachconceptualplan.
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ExistingClubhouseandRestaurant:NGFConsultingdoesnotrecommendcontinueduseofthis
structureinitspresentconditionandformat.In“ConceptualPlanA”,whileweshowthearea
remaining,itisouropinionthatthebuildingmustbeentirelyrenovatedorrebuilt.Ideally,a
replacement(orrenovation)wouldconverttheusestoamoreintegratedprogrammingwheregolfers
cantakeadvantageoffoodandbeverage,parkgoerscanfeelcomfortableinthespace,andthe
neighborhoodwillalsowanttobeapartoftheoffering.Under“ConceptualPlanB”weshowthis
areaasfutureusefortheparkasexpandedparking.
ExistingRetreatHouse:NGF,workingwithMIG,recommendsunder“ConceptualPlanB”thatthis
siteberepurposedtohouseasharedpublicgrillandclubhousewithmeetingspace.Whileno
specificplanispresented,aconceptualbuildingfootprintandsiteareaisshownon“Conceptual
PlanB”.Wenotethatviewsandorientationofthissitearefarbetterthanthepresentclubhouse.
Demolitionofthishouse,andreuseofthesite,requiresfurtherstudyandanalysisbytheCity.
ExistingMaintenanceFacility:NGFrecommendsthatthisbuildingberelocatedunder“Conceptual
PlanB”.Inascertainingthefeasibilityforthiswecontactedtheoriginalbuilderwhoprovidedbase
budgetsfornewsitework,relocationandfinishing(interiorandutilities.)Ananalysisinmoredetail
shouldbemadetodeterminewhetherotherparkmaintenanceoperationsmaybeabletobe
integratedandsharedwithgolfmaintenance.ThismayproveefficientfortheCityandcouldsave
cost.
ParkAccess:Parkaccessviaanewentrydrivefromthenorthappearstobeamajorimprovement
thatcouldprovebeneficialtotheCity,itsparkusersandneighbors.Obviouslythisisaffordedonlyin
“ConceptualPlanB”asthereisnoroomtoadequatelymanageaccesswhilekeepingtheexisting
golffootprint.
Parking:Parkingunder“ConceptualPlanA”isretainedandthoughttobeadequateforgolfusesand
apotentialrestaurant/clubhouseconceptthatmaybedevelopedtoreplacewhatexistsnow.Under
“ConceptualPlanB”weenvisiontransferringparkingfromexistingareastothesouthtothearea
nowoccupiedbygolfandrestaurantparking.Newparkingintheareaoftheexistingparkingforthe
BlackberryFarmpoolandpicnicareawouldalsobeaddedtothedegreenecessary.Furtherstudy
onthetransferandrequiredparkingneedsisrecommended.
WaterSourceConversion(Assumptions)
Inordertoprovideforecastsforwateruseandcost,Mr.RichardsonworkedwithRussellD.Mitchell
&Associates,whichhaspreparedaschematicredesignoftheirrigationsystemforBlackberryFarm
GC.Whilethisplanmaynolongerbepertinent(toalternativeplansofthisreport)wecandeduct
waterusageandestimatereducedusagewithlessturfbeingirrigatedfrompreviouscalculationsby
Mitchell.
Currentwateruseisroughly35a.f.peryear(1a.f.=326,000gal.x35=11,410,000gal./yr.)aftera
20%reductionimposedontheCityin2014.Additionalreductionshavebeenself-imposed,bringing
annualreductionstonearly30%ofpreviousyears.Roughly11milliongallonsarenowabaselinein
termsofwateruseatthecurrentfacility.
AccordingtothewellreportprovidedbytheCity,theexistingandavailablewellislikelytoproduce
166GPMor49,800gallonsduringa5-hourwateringwindow.Thewellwillproducemoreifthe
wateringwindowisexpanded.Followingasimilarwaterusagecalculationthatwassetforthinthe
report,areducedturffootprintundereitherconceptualplan(AorB)willrequirethefollowingstorage
reservoirtomanagewateravailability:
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ConceptualPlanA:
Operationofthesystemtoirrigate7.5acresofturfwillrequireapproximately80,000gallonsper
day.Therefore,toirrigatethecourseareservoircapableofholdingthedifference(80,000–49,800
=30,200gals.)willberequired.Ifthewateringwindowwereextendedto8hoursfromthe5hours
listedinthereport,orifthewellwouldproduceagreaterflowthantheestimated166GPM,the
storagereservoircouldbesmaller.
Conclusion:Forplanningpurposes,webelievea30,000gallonstoragereservoirisrequiredto
accommodatethisturffootprint.Actualsizetobeconfirmedviaadetaileddesignandanalysis.
ConceptualPlanB:
Operationofthesystemtoirrigate5.5acresofturfwillrequireapproximately70,000gallonsper
day.Therefore,toirrigatethecourseareservoircapableofholdingthedifference(70,000–49,800
=20,200gals.)willberequired.Ifthewateringwindowwereextendedto8hoursfromthe5hours
listedinthereport,orifthewellwouldproduceagreaterflowthan166GPM,thestoragereservoir
couldbesmaller.
Conclusion:Forplanningpurposes,webelievea20,000gallonstoragereservoirisrequiredto
accommodatethisturffootprint.Actualsizetobeconfirmedviaadetaileddesignandanalysis.
Note(1):NGFshowseithera20,000gallonor30,000gallonelevatedstoragetankintheconceptual
plansandprovidesanestimatedcostforthistypeoftankreservoir.Duetoevaporation,potential
leakingofwaterintotheStevensCreekaquifer,andissuesassociatedwithdraw-downofpond
waterlevels,wedonotrecommendrefurbishmentofthepondsasuseforstoringwaterforirrigation.
Note(2):Fallisagoodtimetohaveawellconsultantperformanewpumptest,butonlyto
determinewhatmaximumGPMcouldbeobtained.Withdryyearsexperiencedrecently,thiswould
beaprudentcourseofactionfortheCity.Wenotethatthe166GPMwasnotactuallypumped,but
wascalculatedfromatestat50GPM.NGFrecommendstheCityundertakethisupdatedtestingin
concertwithotherduediligenceofwellfees,verificationofwellreactivationcosts,securing
authorizations,etc.
Recommendation
OurworkinvolvedtimewithMIGtounderstandgoalsandobjectivesthathavecometothesurface
astheCityandpublicaddresseslongtermusesandimprovementtotheentireStevensCreek
Corridorarea.TheoutcomeofmeetingsandplanningsessionswithMIGyieldedseveralareasof
focusforourgolfcourseplanningwork.Specifically,werecommendtheCityseek:
(i)SolutionstoprovideaccesstotheBlackberryFarmpicnicandpoolareas(potentiallyfromthe
north,throughthegolfcourse)thatmayaugmentorreplacethecurrentaccessthroughresidential
neighborhoodstothesouthandeast.
(ii)Waystoremovethetallpolesandnettingthatdisruptviewsandtheaestheticofparkareas.
(iii)WaystointegratethegolflandscapewiththatofStevenCreekandtheBlackberryFarmpark
areasetting.
(iv)Opportunitiestohavegolfandparkamenitiessharedbetweenuses(suchasclubhouse,
restaurant,etc.)
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(v)Preservationoftreedrip-lines,trailsandparkaccess.
(vi)Freeingupanyavailableacreagefornon-golfusesthatcouldservethepark.
Wehaveaddressedeachofthesepointsinproposed“ConceptualPlanB”,whereeachgoalhas
beenaccommodatedthroughreconfigurationofthegolfasset.“ConceptualPlanA”,whichleaves
thegolffootprintinitscurrentarea,addressesonlyafewpointsasthereisnoflexibilitytofreeup
spaceorallowfornewpointsofaccess.TheCityhasonlysomuchlandinthisrichopenspace
area.NGFisverycomfortablerecommending“ConceptualPlanB”,whichdeliversareduced
footprintbyconvertingthecoursetoapar-3layoutandforegoingthetworelativelyshortpar4holes
ofthecurrentlayout.
Amongitemsthatrequirefurtherstudybeforeadefinitivecourseofactionischosen:
RetreatHouse:Demolitionofthishouse,andreuseofthesite,requiresfurtherstudyand
analysisbytheCity.
MaintenanceFacility:Amoredetailedanalysisshouldbemadetodeterminewhether
otherparkmaintenanceoperationsmaybeabletobeintegratedandsharedwithgolf
maintenance.
ParkAccess:PotentialimpactsoftheproposednewentrydrivefromStevensCreek
Boulevard.
Parking:Furtherstudyonthetransferandrequiredparkingneeds.
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FinancialProjections
forBlackberryFarmGolfCourse
BelowwepresentsummarycashflowmodelsforthecontinuedoperationofBlackberryFarm
GolfCourseunderthreescenarios:(1)“AsIs”withcurrentconfiguration,amenities,and“band
aid”approachtoimprovements(wehavenotassumedreplacementoftheirrigationsystem;if
thesystemisreplaced,watercostsavingswilllikelyresultandmoreroundsmayresultfrom
improvedconditions);(2)AssumingimplementationofConceptualPlan‘A’;(3)Assumptionof
implementationofConceptualPlan‘B’.Wealsoassumethecurrentoperatingstructureunder
allthreescenariosandthatkeyNGFConsultingrecommendations(marketing,etc.)are
implemented.Themodelsdonottakeintoaccountthenetfinancialeffectofthefacilitybeing
closedforayear.Also,estimatesforpotentialFootGolfrevenuesarenotincludedunderany
scenario,asfurtherstudyisrequiredtoseeifBFGCisagoodfitforthisuse.
Thefive-yearcashflowmodelswerepreparedinconsiderationofourreviewofcurrent
operations,recenthistoricalperformance,analysisofthegolfmarket,andlocalandregional
demographicandeconomicfactors(e.g.,expansionofAppleemployment).Themodelsare
basedonasetofassumptionsthatmayormaynotbecomereality,butNGFbelievesthatthey
representa“reasonable”estimateofperformanceforthisfacilitybasedonthefactorsdiscussed
inthisreport.
FollowingarethegeneralassumptionsthathavebeenusedinthedevelopmentofNGF’scash
flowmodelsfortheoperationofBlackberryFarmGolfCourseovertheFY2015throughFY
2019period.(Allfiguresareexpressedin2014dollars).ForOptions‘A’and‘B’,modelsare
presentedasYear1throughYear5,toreflectthefirstfivefullyearsafterfacilityreopening.
STATUSQUOOPERATION
Assumptions–RoundsandRevenues
RoundsplayedestimatesassumerecoveryinFY15toFY13levels,thenaslow
declinethroughFY19toreflectthecontinuedagingoftheinfrastructureandfacility
becomingevenlessmarketable.
AveragegreenfeerevenueperroundisequaltofirstquarterFY15results.Thisper-
roundaverageisassumedtofallby2%eachyeartoreflectthecontinuedneedto
discountfeestoattractplay.
Rentalrevenueperroundisbasedonrecentfour-yearaverageisheldsteadyat.51
perroundthroughoutthefiveyears.
Grossproshopconcessionandgrosslessonrevenues,aswellascorresponding
paymentstoCity,arebasedonactualFY14results.ThoughNGFrecommends
replacingtheexistingBluePheasantbuildingwithanewgolf-centricbuilding,we
haveassumedforpurposesofthisanalysisthattherestaurantwillconsidertoserve
astheclubhouseduringthesubject5-yearperiod.
‘Other’revenuesreflectafive-yearaverageofinvestmentearnings+miscellaneous
revenue.Theseareheldsteadythroughthefive-yearperiod.
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Assumptions–Expenses
Forthispreliminaryfinancialanalysis,we’vemadeestimatesforCityoperatingexpensesbased
onrecentactualoperatingresultsforBlackberryFarm,currentbudget,NGFexperience,and
continuationofcurrentcontractsandtermsinplace.
FY15operatingexpensesgenerallymimictheFY15recommendedbudgetsupplied
toNGF,withtheexceptionthatanon-recurringchargeof$37,000forfacility
improvementswasexcluded.
WatercostsinFY15areprojectedat$64,000,growingat5%annually.These
increasesarenotintendedtoreflecttheactualincreasesthatmaybehandeddown
bySanJoseWaterCompany.
Costallocation,at$71,000,expenseisheldsteadythroughthe5-yearperiod.All
otheroperatingexpensesareassumedtogrowat2.5%annually.
Maintenanceandrepairexpensesinadditiontonormalmaintenancemaybe
necessaryduringthecourseofoperatingahighqualitygolffacility.However,for
purposesofthisanalysis,NGFhas not assumedacapitalimprovementset-aside
fundforBlackberryFarmGolfCourse.
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CashFlowStatement
NGFConsultingutilizedthepreviouslymentionedassumptionstocreatethepreliminarysketch
proformabelow.Eachcategoryofrevenuehasbeenlistedseparately,andallfigureshave
beenroundedtothenearest$100forsimplicity.
BlackberryFarmGolfCourse
ProForma'AsIsOperation'
FY2015-2019
FiscalYear
2014-2015
FiscalYear
2015-2016
FiscalYear
2016-2017
FiscalYear
2017-2018
FiscalYear
2018-2019
RoundsofGolf 29,00028,00027,00026,00025,000
GreenfeerevenueperRound11.5611.3311.1010.8810.66
RentalsperRound 0.510.510.510.510.51
GrossConc.Rev.perRound 0.590.590.590.590.59
GrossLessonRevenue 11,20011,20011,20011,20011,200
Revenues
GreenFees 335,200317,200299,800282,900266,600
Rentals 14,80014,30013,80013,30012,800
ConcessionPaymenttoCity4,8004,7004,6004,5004,500
Other 2,8002,8002,8002,8002,800
TotalRevenues 357,600 339,000 321,000 303,500 286,700
OperatingExpenses
Personnel 191,000195,800200,700205,700210,800
Materials&Supplies 11,00011,30011,60011,90012,200
WaterUsage 64,00067,20070,60074,10077,800
Services 240,000246,000252,200258,500265,000
Other 40,00041,00042,00043,10044,200
Costallocation 72,00072,00072,00072,00072,000
TotalOperatingExpenses 618,000 633,300 649,500 665,300 682,000
NetOperatingIncome (260,400)(294,300)(328,100)(361,800)(395,300)
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Results
TheresultsofNGFConsulting’spreliminarycashflowprojectionshowthatBlackberryFarm
GolfCourse,withcurrentmarketpositioningandoperatingstructureandonlyminorfacility
improvementsona“triage”basis,isprojectedtogenerateapproximately$358,000intotal
operatingrevenuestotheCityinFY2015,fallingtoapproximately$287,000byFY2019.
ConsideringallpreliminaryexpenseestimatespreparedbyNGFConsulting,netlossestothe
City(exclusiveofcapitalimprovementcosts)willbeabout$260,000inFY15,growingtoabout
$395,000byFY19.Thesedeficitscouldbesignificantlyhigherwithincreasesinthecostof
waterand/orcostallocation.
OPTION‘A’
Assumptions
OptionArepresentsarenovatedgolfcoursewithfullyre-builtfeaturesandnewturf,drainage,
andirrigation.Roundsplayedprojectionsreflecttheseimprovementsaswellasanimproved
aestheticforthecourse.Onlythoseassumptionsthatdifferfromthe‘AsIs’basescenarioare
listedbelow.
RoundsplayedinYear1post-renovationareprojectedat30,000,growingto34,000
roundsatstabilization.ThisbringsroundsbacktothelevelachievedinFY11;NGF
believesthisisaconservativeandrealistictarget.
Averagegreenfeerevenueperroundalsorecoverstotheapproximate$12.50
achievedintheFY11throughFY13period,primarilyasaresultofreduced
discounting.Thisper-roundaverageisassumedtoriseto$13forYear3andYear4,
andto$13.50forYear5.
Grosslessonrevenuesareincreasedto$20,000inYear1,reflectingimproved
practiceamenities.Theserevenuesareprojectedtogrowat2.5%annually.
DespitethereducedfootprintandmoreefficientgolfcourseunderbothOptionsA
andB,weassumeanysavingswillbeappliedtowardahighermaintenance
standard.Therefore,operatingexpensesareprojectedasthesameasthebase
scenario.Theexceptioniswatercost,whichisreducedfromthecurrentbudgetof
$64,000to$42,000toreflectapproximate10%savingsduetonewirrigationsystem,
and25%reductioninusageduetomaintainableareadecliningfrom10acresto7.5
acres.Watercostisprojectedtogrowat5%annually.
Results
(CashflowstatementisinAppendixD)
TheresultsofNGFConsulting’spreliminarycashflowprojectionforBlackberryFarmGolf
CourseunderrenovationOption‘A’showthecoursegeneratingapproximately$400,000intotal
operatingrevenuestotheCityinYear1post-renovation,increasingtoapproximately$487,000
byYear5.ConsideringpreliminaryexpenseestimatespreparedbyNGF,netlossestotheCity
(exclusiveofcapitalimprovementcosts)willbeabout$196,000inYear1,fallingtoabout
$169,000byYear5.Thisresultreflectsandimprovementofmorethan$226,000overthe
statusquo‘AsIs’scenario,astheattritioninroundsandaveragerateisreversedduetoan
improvedproductandinfrastructure.
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OPTION‘B’
Assumptions
Option‘B’representsafullyrenovatedandreconfiguredgolfcourse(nowPar3)withfullyre-
builtfeaturesandnewturf,drainage,andirrigation.Roundsplayedprojectionsreflectthese
improvementsaswellasanimprovedaestheticforthecourse.Thoughthecourseisnow
shorter,itoffersafurtherreducedmaintainablefootprint,more‘roomtobreathe’andmore
flexibility,withtheaddedappealof3-holeand6-holeloopsforbeginners,peoplelookingfora
quickpracticeround,and/ortime-constrainedgolfers.Also,thecourseunderOption‘B’willnow
bemuchmoresynergisticwithoverallparkuses(e.g.,picnicandpoolareas),encouraging
cross-pollinationofpatrons.Finally,anewgolf-centricclubhouseshouldnotonlyboost
concessionrevenues(includingperhapsanewdedicatedF&Bconcession),butalsotheoverall
appealofthegolfcourse.
RoundsplayedinYear1post-renovationareprojectedat33,000,growingto40,000
roundsatstabilization.Thisactivitylevelisstilllessthanthatachievedasrecentlyas
FY10.NGFbelievesthisisaconservativeandrealistictarget,especiallygiventhat
therewillalsobeanumberof3-and6-holeroundsplayed.
Averagegreenfeerevenueperroundisreducedto$11.50,onedollarlessthan
projectedforOptionAtoreflectsomesalesof3-and6-holerounds.Thisper-round
averageisassumedtoriseto$12forYear3andYear4,andto$12.50forYear5.
Grosslessonrevenuesareincreasedto$25,000inYear1,reflectingimproved
practiceamenities.Theserevenuesareprojectedtogrowat2.5%annually.
AnewlineitemforFood&BeverageConcessionRevenueisaddedtoreflectthe
newclubhousebuilding.GrossF&Brevenuesareprojectedat$1.50perround,
growingat5%annually.TheCityisassumedtoreceive10%ofgrossrevenuesasa
concessionpayment.
Operatingexpensesareprojectedasthesameasthebasescenario.Theexception
iswatercost,whichisreducedfromthecurrentbudgetof$64,000to$29,000to
reflectapproximate10%savingsduetonewirrigationsystem,and45%reductionin
usageduetomaintainableareadecliningfrom10acresto5.5acres.Watercostis
projectedtogrowat5%annually.
Results
(CashflowstatementisinAppendixE)
TheresultsofNGFConsulting’spreliminarycashflowprojectionforBlackberryFarmGolf
CourseunderrenovationOption‘B’showthecoursegeneratingapproximately$412,000intotal
operatingrevenuestotheCityinYear1post-renovation,increasingtoapproximately$540,000
byYear5.ConsideringpreliminaryexpenseestimatespreparedbyNGF,netlossestotheCity
willbeabout$171,000inYear1,fallingtoabout$99,000byYear5.Thisresultreflectsand
improvementofstabilizednetincomeofmorethan$296,000overthe‘AsIs’scenario,and
$69,500overOption‘A’.
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Appendices
AppendixA–BlackberryFarmGolfCourseRecentActivity
AppendixB–ScheduleofGolfCourseFees
AppendixC–ProbableCostEstimates&ConceptualSitePlans
AppendixD–ProFormaOption‘A’
AppendixE–ProFormaOption‘B’
AppendixF–FootGolf
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APPENDIXA–BFGCROUNDSPLAYEDRECENTHISTORY
BlackberryFarmGolfCourse
RevenueBreakdown
FY2008/09 FY2009/10FY20010/11FY20011/12FY20012/131 FY20013/142
Rounds #ofrnds
%of
total
#of
rnds%oftotal
#of
rnds
%of
total
#of
rnds
%of
total
#of
rnds
%of
total
#of
rnds
%of
total
ResidentCashRounds:7,87816.01%6,38614.86%4,38312.99%4,50214.26%4,22514.13%4,368 17.76%
Non-ResidentCashRounds17,63935.86%15,47336.00%11,20133.19%10,72833.98%9,80832.81%5,992 24.36%
AnnualRounds:5,60811.40%5,01911.68%3,87611.48%3,0939.80%2,2857.64%1,596 6.49%
PassRounds6361.29%5761.34%4681.39%4811.52%3581.20%330 1.34%
Buyonegetonediscountbook:4150.84%4170.97%4241.26%3201.01%2730.91%114 0.46%
QuickPassRounds:14,76230.01%12,70129.55%11,91935.31%9,96931.58%8,42628.19%6,652 27.05%
CouponRounds*:7921.61%5651.31%3521.04%2100.67%1510.51%167 0.68%
Online:0.00%0.00%2,9569.89%3,809 15.49%
YouthonCourseRounds:1,1862.41%1,3283.09%7622.26%6682.12%6252.09%687 2.79%
TournamentRounds*:2780.57%5201.21%3661.08%6982.21%7472.50%581 2.36%
DailyDeal/Yelp1/Groupon2 Rounds:0.00%8982.84%390.13%298 1.21%
Totals:49,194 100.00%42,985 100.00%33,751 100.00%31,567 100.00%29,893 100.00%24,594 98.79%
*IncludesResidentandNon-Residentrounds
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BlackberryFarmGolfCourse
5yearroundscomparisonbymonth
FY2008/09FY2009/10FY2010/11FY2011/12FY2012/13FY2013/14
PlayerTotalPlayerTotalPlayerTotal Player
Total PlayerTotalPlayerTotal
July 5,937 5,578 4,4313,8043,799 3,161
August 5,880 5,158 4,3743,6273,478 2,734
September4,754 4,450 3,4222,7933,018 1,791
October 4,130 3,776 2,9132,7592,314 1,710
November3,516 3,529 2,2111,8941,761 1,606
December2,583 2,153 1,4682,0531,275 1,208
January 3,035 1,932 2,0141,8251,506 1,641
February 2,049 2,171 1,8012,0861,907 1,200
March 3,240 2,961 1,7721,8082,337 1,880
April 4,118 3,056 3,0302,4422,657 2,087
May 5,047 4,053 3,1453,0642,895 2,577
June 4,905 4,168 3,1703,4122,946 2,999
Total 49,194 42,985 33,751 31,567 29,893 24,594
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APPENDIXB-SCHEDULEOFGOLFCOURSEFEES
BlackberryFarmGolfCourse
RatesChart
Priorto2010
ResidentsofCupertino:
Adult SeniorsJuniors
Weekday $13.00 $12.00 $12.00
Weekend/Holidays $15.00 $15.00 $12.00
Replays $9.00 $9.00 $9.00
Non-Residents:
Adult SeniorsJuniors
Weekday $15.00 $14.00 $14.00
Weekend/Holidays $17.00 $17.00 $14.00
Replays $11.00 $11.00 $11.00
RatesEffectiveJuly1,2010
ResidentsofCupertino:
Adult SeniorsJuniors
Weekday $15.00 $14.00 $14.00
Weekend/Holidays $17.00 $11.00 $11.00
Replays $11.00 $11.00 $11.00
Non-Residents:
Adult SeniorsJuniors
Weekday $17.00 $16.00 $16.00
Weekend/Holidays $19.00 $19.00 $16.00
Replays $13.00 $13.00 $13.00
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BlackberryFarmGolfCourse
RatesChart
Multi-PlayPasses
RatesEffectiveJuly1,2010
Weekday
Senior
Res.
Weekday
Adult
Res.
Weekday
Senior
NR
Weekday
Adult
NR
Weekend
Res.
Weekend
NR
Per
Round
#Plays Savings $14 $15 $16 $17 $17 $19
10 $1 $130 $140 $150 $160 $160 $180
20 $2 $240 $260 $280 $300 $300 $340
30 $3 $330 $360 $390 $420 $420 $480
40 $4 $400 $440 $480 $520 $520 $600
50 $5 $450 $500 $550 $600 $600 $700
SuperPasses
Valid-7daysaweek
Semi-Annual Annual
Resident$595.00 Resident$1,175.00
Non-Resident$700.00 NonResident$1,315.00
WeekdayPasses
GoodonWeekdaysOnly(NotvalidSat.,Sun.orHolidays)
SemiAnnual Annual
SeniorResident $520.00 $965.00
RegularResident $610.00 $1,040.00
SeniorNon-Resident$575.00 $1,135.00
RegularNon-
Resident $645.00 $1,225.00
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APPENDIXC–PROBABLECOSTESTIMATES&CONCEPTUALPLANS
Option‘A’-ConceptualPlan
{Note:ImagedoesnotcontainlatesttopoandwillbeupdatedforFinalReport}.
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Option‘A’-ProbableCostEstimate
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Option‘B’-ConceptualPlan
{Note:ImagedoesnotcontainlatesttopoandwillbeupdatedforFinalReport}.
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Option‘B’-ProbableCostEstimate
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APPENDIXD–PROFORMAOPTION‘A’
BlackberryFarmGolfCourse
ProFormaOption'A'
Year1-Year5
Year1 Year2 Year3 Year4 Year5
RoundsofGolf 30,00032,00034,00034,00034,000
GreenfeerevenueperRound12.512.5131313.5
RentalsperRound 0.510.510.510.510.51
GrossConc.Rev.perRound0.590.590.590.590.59
GrossLessonRevenue 20,00020,50021,00021,50022,000
Revenues
GreenFees 375,000400,000442,000442,000459,000
Rentals 15,30016,30017,30017,30017,300
ConcessionPaymenttoCity6,7006,9007,2007,3007,400
Other 2,8002,8002,8002,8002,800
TotalRevenues 399,800 426,000 469,300 469,400 486,500
OperatingExpenses
Personnel 191,000195,800200,700205,700210,800
Materials&Supplies 11,00011,30011,60011,90012,200
WaterUsage 42,00044,10046,30048,60051,000
Services 240,000246,000252,200258,500265,000
Other 40,00041,00042,00043,10044,200
Costallocation 72,00072,00072,00072,00072,000
TotalOperatingExpenses 596,000 610,200 624,800 639,800 655,200
NetOperatingIncome (196,200)(184,200)(155,500)(170,400)(168,700)
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APPENDIXE–PROFORMAOPTION‘B’
BlackberryFarmGolfCourse
ProFormaOption'B'
Year1-Year5
Year1 Year2 Year3 Year4 Year5
RoundsofGolf 32,00036,00039,00039,00039,000
GreenfeerevenueperRound 121212.512.513
RentalsperRound 0.510.510.510.510.51
GrossF&BConc.Rev.perRd.1.51.581.651.741.82
GrossProShopConc.Rev.perRd.0.590.620.650.680.72
GrossLessonRevenue 25,00025,60026,20026,90027,600
Revenues
GreenFees 384,000432,000487,500487,500507,000
Rentals 16,30018,40019,90019,90019,900
F&BConc.PaymenttoCity4,8005,7006,4006,8007,100
ProConcessionPaymenttoCity7,8008,5009,0009,4009,700
Other 2,8002,8002,8002,8002,800
TotalRevenues 415,700 467,400 525,600 526,400 546,500
OperatingExpenses
Personnel 191,000195,800200,700205,700210,800
Materials&Supplies 11,00011,30011,60011,90012,200
WaterUsage 29,00030,50032,00033,60035,300
Services 240,000246,000252,200258,500265,000
Other 40,00041,00042,00043,10044,200
Costallocation 72,00072,00072,00072,00072,000
TotalOperatingExpenses 583,000 596,600 610,500 624,800 639,500
NetOperatingIncome (167,300)(147,200)(104,400)(105,200)(99,200)
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APPENDIXF–FOOTGOLF
FootGolfisacombinationofthepopularsportsofsoccerandgolf.Thegameisplayedwitha
regulation#5soccerballatagolfcoursefacilityonshortenedholeswith21-inchdiametercups.
Theruleslargelycorrespondtotherulesofgolf.FootGolfasagameisplayedthroughoutthe
worldinmanydifferentforms.TheAmericanFootGolfLeague(AFGL)isorganizing
tournamentsthroughoutthecountryworkingwithgolfcoursestobringFootGolftotheirclubsas
anotheravenueforrevenueandtodevelopthegamefurther.
FootGolfisgrowingrapidlyaroundtheU.S.andNGFisstartingtoseethisactivityasan
excellentwaytoenhancerevenuesandcreatenewutilizationatgolfcoursesduringoffpeak
periods.FootGolfcanalsobeanexcellentwaytointroducepeopletotraditionalgolf,asthetwo
sportsarealmostidenticalinrulesandscoring.ThereisoftenmisunderstandingaboutFootGolf
andgolfcourseoperatorsshouldknowthat:
FootGolfismostpopularwithyoungadults(18-30),asopposedtochildren.
AFootGolfcoursecouldco-existwithatraditionalgolffacilitywithoutanydirect
interferencewiththetraditionalgolfholes.
FootGolfholesarenotlocatedongolfcoursegreens,butrathermostlyofftotheside
inroughsorgenerallyunder-usedspotsinfairways.
TheFootGolfcourseand21-inchholescanalsobeusedfortraditionalgolf
beginnerswhenFootGolfisnotbeingplayed.
FootGolfersprefersmoothercourses,withflat“greens.”Theareaaroundthe21-inch
FootGolfholesdoesnotneedtobecutshortor“green-like”
FootGolferswillplaymuchfasterthantraditionalgolfers,usuallyaround5-7minutes
perhole.
ThetotalareaforFootGolfwillbemuchsmallerthantraditionalgolf.Agoodlength
forFootGolfisaround3,000to3,500yards.Par-3holesarearound80yardsorless,
Par-4holes120-190yardsandpar-5holesat220+yards.
96
160 W. Santa Clara Street | Suite 675 | San Jose, CA 95113 | (408) 278-1700 | Fax (408) 278-1717
www.fehrandpeers.com
MEMORANDUM
Date: December 9, 2014
To: Laurie Matthews, MIG
From: Mollie Pelon and Ian Barnes, Fehr & Peers
Subject: Existing Transportation Conditions for Cupertino Stevens Creek Corridor
Master Plan
SJ14-1512
INTRODUCTION
The purpose of this memorandum is to summarize the results of the Existing Conditions analysis
for the proposed Stevens Creek Corridor Master Plan. The project site is located in the City of
Cupertino, California and is generally bounded by Stevens Creek Boulevard, Byrne Avenue, Mira
Vista Avenue and McClellan Road as shown in Figure 1.
The purpose of this study is to establish the baseline and to describe the current transportation
setting including potential issues and opportunities. It includes a discussion of existing
automobile traffic, transit, bicycle and walking conditions around the project site. The data and
results contained within this memorandum will be used for the Existing Conditions section of the
transportation impact analysis.
Project Description
The Stevens Creek Corridor Master Plan EIR will include an analysis of transportation in and
around McClellan Ranch Preserve, Blackberry Farm Park, Blackberry Farm (Don Brown) Golf
Course and the surrounding area based on the proposed changes to operations of these facilities
as described in the Master Plan. This project site is composed of primarily recreational uses and is
located in a residential neighborhood with multiple schools.
Study Area
Automobile traffic conditions were evaluated at three intersections located in the City of
Cupertino near the project site. The three study intersections are:
1. Phar Lap Drive-Golf Course driveway/Stevens Creek Boulevard
2. Orange Avenue-Mann Drive/Stevens Creek Boulevard
3. Byrne Avenue/McClellan Road
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Analysis Scenarios
The operations of the study intersections were evaluated during the weekday morning (8:00 AM -
9:00 AM), school afternoon (2:45 PM – 3:45 PM) and commute afternoon (5:15 PM - 6:15 PM)
peak hours during the school year for the Existing Conditions scenario.
Analysis Methods
Signalized Intersections
The operations of roadway facilities are typically described with the term Level of Service. Level of
Service (LOS) is a qualitative description of traffic flow based on such factors as speed, travel time,
delay, and freedom to maneuver. Six levels are defined from LOS A, the best operating conditions,
to LOS F, the worst operating conditions. LOS E represents “at-capacity” operations. When traffic
volumes exceed the capacity, stop-and-go conditions result, and operations are designated as
LOS F.
Based on the Santa Clara Valley Transportation Authority’s Traffic Impact Analysis Guidelines
(2009) the Transportation Research Board’s 2000 Highway Capacity Manual (HCM) was used to
conduct the level of service calculations for the study intersections. “Control delay” includes the
initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. The
average control delay for signalized intersections is calculated using the Traffix traffic analysis
software and correlated to a LOS designation as shown in Table 1.
Unsignalized Intersections
Operations of the unsignalized study intersections (e.g., stop-sign controlled) were evaluated
using the methods contained in Chapter 17 of the 2000 HCM and calculated using the Traffix
analysis software. LOS for stop-sign controlled intersections are based on the average control
delay expressed in seconds per vehicle. At two-way or side-street-stop controlled intersections,
control delay is calculated for each movement, not for the intersection as a whole. For approaches
composed of a single lane, control delay is computed as the average of all movements in that
lane. Intersection impacts are determined based on the computed control delay and LOS for the
worst approach at the intersection. Table 2 summarizes the relationship between delay and LOS
for unsignalized intersections.
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TABLE 1
SIGNALIZED INTERSECTION LEVEL OF SERVICE DEFINITIONS
USING AVERAGE CONTROL VEHICULAR DELAY
Level of
Service Description Average Control Delay
Per Vehicle (Seconds)
A Operations with very low delay occurring with favorable progression
and/or short cycle lengths. ≤ 10.0
B+
B
B-
Operations with low delay occurring with good progression and/or
short cycle lengths.
10.1 to 12.0
12.1 to 18.0
18.1 to 20.0
C+
C
C-
Operations with average delays resulting from fair progression
and/or longer cycle lengths. Individual cycle failures begin to appear.
20.1 to 23.0
23.1 to 32.0
32.1 to 35.0
D+
D
D-
Operations with longer delays due to a combination of unfavorable
progression, long cycle lengths, and high volume-to-capacity (V/C)
ratios. Many vehicles stop and individual cycle failures are noticeable.
35.1 to 39.0
39.1 to 51.0
51.1 to 55.0
E+
E
E-
Operations with high delay values indicating poor progression, long
cycle lengths, and high V/C ratios. Individual cycle failures are
frequent occurrences.
55.1 to 60.0
60.1 to 75.0
75.1 to 80.0
F Operations with delays unacceptable to most drivers occurring due
to over-saturation, poor progression, or very long cycle lengths. > 80.0
Source: Traffic Level of Service Analysis Guidelines, VTA Congestion Management Program, June 2003; and
Highway Capacity Manual, Transportation Research Board, 2000.
TABLE 2
UNSIGNALIZED INTERSECTION LEVEL OF SERVICE DEFINITIONS
Level of
Service Description Average Control Delay Per Vehicle
on Worst Approach (Seconds)
A Little or no delays ≤ 10.0
B Short traffic delays 10.1 – 15.0
C Average traffic delays 15.1 – 25.0
D Long traffic delays 25.1 – 35.0
E Very long traffic delays 35.1 – 50.0
F Extreme traffic delays with intersection capacity
exceeded > 50.0
Source: Highway Capacity Manual, Transportation Research Board, 2000.
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The remainder of this memorandum describes the existing transportation system serving the
project site and the current operating conditions of the study intersections.
EXISTING CONDITIONS
This section describes the existing conditions of the roadway facilities, pedestrian and bicycle
facilities, and transit service in the study area. The project site is located on the west edge of the
City of Cupertino. It is primarily surrounded by residential uses including mostly single family
residences as well as multiple schools. North of the project site is Stevens Creek Elementary
School; Lincoln Elementary School and Monta Vista High school are located on McClellan Road
east of the project site. Kennedy Middle School is also located east of the project site along Bubb
Road.
Existing Roadway Network
State Route 85, Foothill Boulevard and Stevens Creek Boulevard provide regional access to the
project site. McClellan Road and Byrne Avenue via McClellan Road and via Orange
Avenue/Granada Avenue provide local access to the project site. Descriptions of these roadways
are presented below. Figure 1 shows the location of these facilities in relation to the project site.
State Route 85 is a north-south freeway that runs from US 101 in Mountain View to US 101 in San
Jose. The facility is located east of the project site and provides access to the project site via its
interchange with Stevens Creek Boulevard. North of Stevens Creek Boulevard, State Route 85
carries about 124,000 vehicles per day.
Foothill Boulevard is a north-south arterial roadway that runs between Interstate 280 and the
southern city limits of Cupertino. South of the city limits, the roadway becomes Stevens Canyon
Road. North of Interstate 280, the roadway becomes Foothill Expressway. The facility provides
access to the site vita McClellan Road and Stevens Creek Boulevard. North of Stevens Creek
Boulevard, Foothill Boulevard carries about 16,000 vehicles per day.
Stevens Creek Boulevard is an east-west arterial roadway that runs from the Lehigh Quarry in the
west to San Jose State University in the east (as San Carlos Street). The facility provides access to
the project site via Orange Avenue, Granada Avenue and Byrne Avenue as well as the Phar Lap
Drive/Golf Course parking lot. Near the project site, Stevens Creek Boulevard carries about 11,000
vehicles per day.
Orange Avenue is a north-south local roadway that runs from Stevens Creek Boulevard in the
north to McClellan Road in the south with a non-drivable break south of Granada Avenue. Its
intersection with Stevens Creek Boulevard is located approximately 1,000 feet east of the project
site. Orange Avenue carries about 1,500 vehicles per day at Stevens Creek Boulevard.
Byrne Avenue is a north-south local roadway that runs from Stevens Creek Boulevard in the north
(no connection) to McClellan Road in the south. This street borders the project site on the east
side and provides access to San Fernando Avenue and Blackberry Farm. It also provides access to
Monta Vista High School. Byrne Avenue carries about 650 vehicles per day near the project site.
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McClellan Road is an east-west minor collector roadway that runs from Foothill Boulevard in the
west to De Anza Boulevard in the east. Vehicles accessing McClellan Ranch Preserve will do so
using this roadway. McClellan Road carries about 4,000 vehicles per day near the McClellan Ranch
driveway.
Pedestrian Facilities
Pedestrian facilities include sidewalks, crosswalks, and pedestrian signals. Discontinuous sidewalks
approximately 7 feet wide are provided on north and south sides of McClellan Road beginning
200 feet west of Byrne Avenue and terminating on the south side of the road at Club House Lane.
This corridor provides a pedestrian connection from the adjacent residential areas to McClellan
Ranch Preserve. McClellan Ranch Preserve contains multiple paths including the Stevens Creek
Trail.
The sidewalk on the north side of McClellan Road continues along the perimeter of the McClellan
Ranch, connecting to the east side of Mira Vista Road and terminating at Santa Paula Avenue.
There is no sidewalk on the west side of Mira Vista Road. There is a neighborhood connection to
the Stevens Creek Trail on Scenic Circle with a crosswalk. However, no sidewalks are provided in
this residential area.
Sidewalks are also provided on the north and south sides of Stevens Creek Boulevard. Along
Stevens Creek Boulevard, crosswalks are located at both the Phar Lap Drive, Blackberry Farm Golf
Course entrance and the Orange Avenue-Mann Drive entrance to the study area. The Phar Lap
Drive/Golf Course entrance includes uncontrolled continental (piano key) crosswalks on the north
and west sides of the intersection. At Orange Avenue-Mann Drive/Stevens Creek Boulevard
standard controlled crosswalks are included on the north, east and south sides of the intersection.
The majority of the neighborhood on the east side of the study area does not include sidewalks,
and there are no sidewalks at the entrance to Blackberry Farm Park. Byrne Avenue south of San
Fernando Avenue includes discontinuous sidewalks on both the east and west sides of the street.
Bicycle Facilities
Bikeway planning and design in California typically rely on guidelines and design standards
established by California Department of Transportation (Caltrans) in the Highway Design Manual
(Chapter 1000: Bikeway Planning and Design). There are three types of bikeway facilities noted in
the Manual, as described below and shown on the accompanying figures.
Class I Bikeway (Bike Path) provides a completely separate right-of-way and is designated for the
exclusive use of bicycles and pedestrians with vehicle and pedestrian cross-flow minimized. In
general, bike paths serve corridors not served by streets and highways or where sufficient right-
of-way exists to allow such facilities to be constructed away from the influence of parallel streets
and vehicle conflicts.
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Class II Bikeways (Bike Lanes) are lanes for bicyclists generally adjacent to the outer vehicle travel
lanes. These lanes have special lane markings, pavement legends, and signage. Bicycle lanes are
generally five (5) to six (6) feet wide. Adjacent vehicle parking and vehicle/pedestrian cross-flow
are permitted.
Class III Bikeway (Bike Route) are designated by signs or pavement markings for shared use with
pedestrians or motor vehicles, but have no separated bike right-of-way or lane striping. Bike
routes serve either to: a) provide continuity to other bicycle facilities, or b) designate preferred
routes through high demand corridors.
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Near the project site, Class II bicycle facilities are provided along the length of Stevens Creek
Boulevard from Ridgeway Drive near Cupertino’s western city limits to Cupertino’s eastern city
limits near Lawrence Expressway. Class II bicycle facilities are also provided along Foothill
Boulevard, McClellan Road east of Byrne Avenue and Bubb Road near the project site. A Class I
bicycle facility, Stevens Creek Trail, runs through the project site from Stevens Creek Boulevard to
McClellan Road. A Class III bicycle facility exists on McClellan Road west of Byrne Avenue to
Foothill Boulevard. With the exception of McClellan Road from Byrne Ave extending east, no
bicycle facilities are provided in the residential area surrounding the project site, but the low
traffic volume on neighborhood roadways invites bicycle use.
Existing Transit Service
The site is served by Santa Clara Valley Transportation Authority (VTA) bus lines. The bus line that
serves the project site is described in detail below and summarized in Table 2.
TABLE 2
EXISTING TRANSIT SERVICE SUMMARY
Route From1 To1
Distance
to
Nearest
Stop2
Weekdays Weekends
Operating
Hours
Peak Hour
Headway3
(minutes)
Peak
Load
Factor4
Operating
Hours
Headway3
(minutes)
VTA 51 De Anza
College
Moffett
Field/Ames
Center
200 Feet 6:30 AM –
7:00 PM 60 0.40 N/A N/A
Notes:
1. Route runs in both directions
2. Distance in miles from nearest stop to nearest park access point.
3. Headways are defined as the time interval between two transit vehicles traveling in the same direction
over the same route.
4. Average peak load factor is the ratio of the average peak number of on-board passengers aboard during
the peak period to supply of seats.
Source: VTA website, July 2014.
The nearest transit line is VTA bus Route 51, providing service to Mountain View and Los Altos.
The nearest stop is at Phar Lap Drive and Stevens Creek Boulevard at the northern edge of the
project site.
Existing Intersection Volumes and Lane Configurations
The existing traffic operations of the study intersections were evaluated for the highest one-hour
volume during the weekday morning (6:30 AM to 9:30 AM), school dismissal afternoon (2:00 PM
to 4:00 PM) and commute afternoon (4:00 PM to 7:00 PM) peak periods. Morning peak-hour
intersection turning movement counts were conducted in May 2014. Afternoon peak-hour
intersection turning movement counts were conducted in May 2014 (for the 4:00 PM to 7:00 PM
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December 9, 2014
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period) and October 2014 (for the 2:00 PM to 7:00 PM period). Exhibit 1 below shows that the
October 2014 afternoon counts indicate higher traffic volumes between 4:00 PM to 7:00 PM than
the May 2014 afternoon counts. To be conservative, the October 2014 counts were used for the
afternoon peak hour intersection analysis.
Copies of the traffic counts are included in Attachment A. Figure 2 presents the existing AM and
PM peak-hour turning movement volumes, lane configurations, and traffic control devices at the
study intersections.
Existing Intersection Levels of Service
The results of the LOS analysis using the Traffix software program for Existing Conditions are
shown below in Table 3. The results of the analysis show that all study intersections operate at
acceptable levels during the AM and PM peak periods based on the peak hour LOS standard for
the City of Cupertino. The City of Cupertino General Plan Circulation Element (2005) lists LOS D as
the standard for intersections. The Traffix outputs are saved in Attachment B.
0
200
400
600
800
1000
1200
4:00 4:15 4:30 4:45 5:00 5:15 5:30 5:45 6:00 6:15 6:30 6:45
Ve
h
i
c
l
e
s
C
o
u
n
t
e
d
a
t
A
l
l
S
t
u
d
y
I
n
t
e
r
s
e
c
t
i
o
n
s
15-Minute Period Beginning
Exhibit 1 - Volume Comparison: May 2014 Counts
versus October 2014 Counts
May 2014 Counts October 2014 Counts
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TABLE 3
EXISTING INTERSECTION LEVELS OF SERVICE
Intersection Peak
Hour1
Intersection
Control Delay2 LOS3
1 Stevens Creek Blvd/Phar Lap Drive
AM
AFT
PM
Side Street Stop
Controlled
29.3
17.1
26.3
D
C
D
2 Stevens Creek Blvd/Mann Drive-Orange
Avenue
AM
AFT
PM
Signalized
8.8
10.2
7.6
A
B
A
3 Byrne Ave/McClellan Road
AM
AFT
PM
Side Street Stop
Controlled
11.0
11.2
11.0
B
B
B
Notes:
1 AM = morning peak hour, AFT = afternoon (school) peak hour, PM = evening (commute) peak
hour.
2 Average control delay presented in seconds per vehicle. Worst approach delay reported for side
street stop controlled intersections.
3 LOS = Level of Service. LOS calculations conducted using the Traffix analysis software package,
which applies the methodology described in the 2000 HCM.
Bold indicates deficient intersection operations.
Source: Fehr & Peers, October 2014.
FIELD OBSERVATIONS
Observations of traffic volumes, intersection queuing, stopping sight distance, bicycle and
pedestrian facilities, and general traffic flow in the study area were conducted in July and October
2014.
Morning Peak Hour
Field observations indicate that drop-off activity for Monta Vista High School and Lincoln
Elementary school causes queues to form along McClellan Road from west of Byrne Avenue
towards Bubb Road. The queues were observed to occasionally impact operations of the
intersections of Byrne Avenue/McClellan Road. Crossing guards are present at the intersection of
McClellan Road/Orange Avenue to protect pedestrian movements across the intersection. Heavy
pedestrian flows were also observed along Orange Avenue; many pedestrians were walking in the
roadway due to a lack of sidewalks. Queues along Stevens Creek Boulevard resulting from the
State Route 85 interchange intersections would occasionally back up into the Orange Avenue-
Mann Drive intersection.
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Afternoon (School) Peak Hour
For the afternoon (school) peak hour, congestion was observed along McClellan Road along the
school frontages. Crossing guards are present at the intersection of McClellan Road/Orange Drive
to protect pedestrian movements across the intersection. Heavy pedestrian flows were also
observed along Orange Avenue; many pedestrians were walking in the roadway due to a lack of
sidewalks. Stevens Creek Boulevard was observed to be generally free flowing.
Evening (Commute) Peak Hour
In the evening peak hour, little congestion was observed along McClellan Road. Some congested
was observed along Stevens Creek Boulevard at Orange Avenue-Mann Drive. Queues along
eastbound Stevens Creek Boulevard from the State Route 85 interchange also occasionally
affected operations at the Stevens Creek Boulevard/Orange Avenue-Mann Drive intersection.
Sight Distance along Westbound McClellan Road
Stopping sight distance is the clear sight distance a driver needs to be provided to stop before
colliding with another vehicle or object. Due to a large tree and overgrown vegetation, the sight
distance from the existing southbound driveway of McClellan Ranch looking east is approximately
130 feet. According to Google Earth, the elevation of McClellan Road at Tressler Court is
approximately 380 feet; at the McClellan Ranch Preserve driveway, the elevation of McClellan
Road is approximately 350 feet. The distance between Tressler Court and the McClellan Ranch
Preserve driveway is approximately 750 feet. Therefore the average grade along westbound
McClellan Road is approximately -4.27%.
The American Association of State Highway Transportation Officials (AASHTO) publication “A
Policy on Geometric Design of Highways and Streets” 6th Edition (commonly known as the “Green
Book”) provides the following equation for calculating stopping sight distance (SSD):
𝑆𝑆𝐷=1.47𝑉𝑡+𝑉230(𝑎32.2�±𝑔)
Where:
V = travel speed (speed limit = 25 mph)
t = break reaction time (2.5 seconds, recommended assumption in the Green Book)
a = deceleration rate (11.2 ft/s2, recommended assumption in the Green Book for
deceleration on roadways with fair to good pavement surfaces)
g = street grade in ft/ft (positive value indicates uphill slope)
Field observations indicate that the pavement along McClellan Road from Tressler Court to Club
House Lane is at least in fair condition, so the 11.2 ft/s2 deceleration rate assumption is
reasonable. According to the Green Book, “[t]he friction available on most wet pavement surfaces
and the capabilities of most vehicle braking systems can provide breaking friction that exceeds
this rate,” referring to 11.2 ft/s2 and “[a]pproximately 90 percent of all drivers decelerate at rates
great than 11.2 ft/s2.”
106
Ms. Laurie Matthews, MIG
December 9, 2014
Page 11 of 13
Based on the conservative assumptions above, the calculated stopping sight distance for
westbound McClellan Road approaching the McClellan Ranch Preserve driveway is approximately
160 feet. This is a design value, and the actual stopping distance would likely be less. However,
opportunities to increase sight distance should be considered to improve visibility at this
intersection.
107
|þ85
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Project Location and Study IntersectionsFigure 1
Project Area
1 Stevens Creek Boulevard/Phar Lap Drive - Golf Course Driveway2Stevens Creek Boulevard/Orange Avenue - Mann Drive3McClellan Road/Byrne Ave
108
|þ85Project Area
MontaVista HighSchool
LincolnElementarySchool
JFK MiddleSchool
McClellan Rd
Alcazar Ave
S t e v e n s C r e e k B l v d
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3. McClellan Rd & Byrne Ave1. Stevens Creek Blvd & Phar Lap Dr2. Stevens Creek Blvd & Mann Dr/Orange Ave
Stevens Creek Blvd
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Peak Hour Traffic Volumes and Lane Configurations -Existing Conditions
Figure 2
Peak Hour Traffic VolumeAM [AFT] (PM)
Traffic Signal
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109
ATTACHMENT A — TRAFFIC COUNT DATA
110
File Name: 1am final
Site Code: 00000001
Start Date: 5/29/2014
Page No: 1
Groups Printed- Vehicles
PHAR LAP DR
Southbound
STEVENS CREEK BLVD
Westbound
DRIVEWAY
Northbound
STEVENS CREEK BLVD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total06:30 AM 40127 1300031 00033 1140116 57
06:45 AM 00213 1410042 00000 0240024 69
Total 4 0 3 3 10 2 71 0 0 73 0 0 0 3 3 1 38 0 1 40 126
07:00 AM 10506 0690069 00011 0511052 128
07:15 AM 5010015 29710100 00033 012300123 241
07:30 AM 1006117 615000156 00033 0610162 238
07:45 AM 30508 317010174 00134 0571159 245
Total 19 0 26 1 46 11 486 2 0 499 0 0 1 10 11 0 292 2 2 296 852
08:00 AM 608216 217110174 00033 014532150 343
08:15 AM 406010 720010208 00011 1780079 298
08:30 AM 9010120 525110257 10056 2951098 381
08:45 AM 803213 122530229 20002 19351100 344
Total 27 0 27 5 59 15 847 6 0 868 3 0 0 9 12 4 411 9 3 427 1366
09:00 AM 904114 119220195 00011 3843090 300
09:15 AM 40509 213700139 10034 2720074 226
Grand Total 6306510138 31 1733 1001774 4012631 10897146927 2870
Apprch %45.7 0 47.1 7.2 1.7 97.7 0.60 12.9 03.2 83.9 1.1 96.8 1.50.6
Total %2.202.30.34.8 1.1 60.4 0.3061.8 0.1000.91.1 0.3 31.3 0.50.232.3
PHAR LAP DR
Southbound
STEVENS CREEK BLVD
Westbound
DRIVEWAY
Northbound
STEVENS CREEK BLVD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 06:30 AM to 08:15 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 10 06 16 61500156 0000 061061 233
07:45 AM 3058 3170 1 174 00 11 057158 241
08:00 AM 60 8 14 21711174 0000 0 1453148 336
08:15 AM 40610 7200 1 208 0000 1 78079 297
Total Volume 23 0 25 48 18 691 3 712 0 0 1 1 1 341 4 346 1107
% App. Total 47.9 0 52.1 2.5 97.1 0.4 0 0 100 0.3 98.6 1.2
PHF .575 .000 .781 .750 .643 .864 .750 .856 .000 .000 .250 .250 .250 .588 .333 .584 .824
Traffic Data Service
Campbell, CA
(408) 377-2988
tdsbay@cs.com
111
File Name: 1am final
Site Code: 00000001
Start Date: 5/29/2014
Page No: 1
Groups Printed- Bikes
PHAR LAP DR
Southbound
STEVENS CREEK BLVD
Westbound
DRIVEWAY
Northbound
STEVENS CREEK BLVD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total06:30 AM 00000 01001 00000 01001 2
06:45 AM 00000 00000 00000 00000 0
Total 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2
07:00 AM 00101 01001 00000 01001 3
07:15 AM 00000 00000 00000 0110011 11
07:30 AM 00101 01001 00000 03003 5
07:45 AM 00202 00000 00000 05005 7
Total 0 0 4 0 4 0 2 0 0 2 0 0 0 0 0 0 20 0 0 20 26
08:00 AM 00000 00000 00000 04004 4
08:15 AM 00000 00000 00000 03003 3
08:30 AM 00101 01001 00000 02002 4
08:45 AM 00000 00000 00000 01001 1
Total 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 0 10 0 0 10 12
09:00 AM 00000 00000 00000 01001 1
09:15 AM 00000 01001 00000 00000 1
Grand Total 00505 05005 00000 0320032 42
Apprch %001000 010000 0000 010000
Total %00 11.9 011.9 0 11.9 0011.9 00000 0 76.2 0076.2
PHAR LAP DR
Southbound
STEVENS CREEK BLVD
Westbound
DRIVEWAY
Northbound
STEVENS CREEK BLVD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 06:30 AM to 08:15 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0000 0000 0000 0 11 0 11 11
07:30 AM 0011 0 1 0 1 0000 0303 5
07:45 AM 00 22 0000 0000 0505 7
08:00 AM 0000 0000 0000 0404 4
Total Volume 0 0 3 3 0 1 0 1 0 0 0 0 0 23 0 23 27
% App. Total 0 0 100 0 100 0 0 0 0 0 100 0
PHF .000 .000 .375 .375 .000 .250 .000 .250 .000 .000 .000 .000 .000 .523 .000 .523 .614
Traffic Data Service
Campbell, CA
(408) 377-2988
tdsbay@cs.com
112
File Name: 1PM FINAL
Site Code: 00000001
Start Date: 5/29/2014
Page No: 1
Groups Printed- Vehicles
PHAR LAP DR
Southbound
STEVENS CREEK BLVD
Westbound
DRIVEWAY
Northbound
STEVENS CREEK BLVD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total04:00 PM 20507 7802089 21126 211532122 224
04:15 PM 20215 118810100 50106 313141139 250
04:30 PM 50229 5704079 30025 111160118 211
04:45 PM 20428 89230103 30104 015330156 271
Total 11 0 13 5 29 31 330 10 0 371 13 1 3 4 21 6 510 16 3 535 956
05:00 PM 10809 69420102 20035 412540133 249
05:15 PM 408012 1110100112 10427 315240159 290
05:30 PM 30609 811410123 21159 215280162 303
05:45 PM 30508 710600113 10012 015191161 284
Total 11 0 27 0 38 32 415 3 0 450 6 1 5 11 23 9 580 25 1 615 1126
06:00 PM 306110 911930131 00000 211540121 262
06:15 PM 30609 1011610127 30205 013660142 283
06:30 PM 30339 310730113 40307 112250128 257
06:45 PM 00415 310050108 30104 011841123 240
Total 9 0 19 5 33 25 442 12 0 479 10 0 6 0 16 3 491 19 1 514 1042
Grand Total 3105910100 88 1187 2501300 292141560 18 1581 6051664 3124
Apprch %3105910 6.8 91.3 1.90 48.3 3.3 23.3 25 1.1953.60.3
Total %101.90.33.2 2.8380.8041.6 0.90.10.40.51.9 0.6 50.6 1.90.253.3
PHAR LAP DR
Southbound
STEVENS CREEK BLVD
Westbound
DRIVEWAY
Northbound
STEVENS CREEK BLVD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 10 8 9 694 2 102 2 002 4 1254133 246
05:15 PM 4 08 12 11 1010112 10 45 3 152 4159 288
05:30 PM 3069 8 114 1 123 2 1 14 21528 162 298
05:45 PM 3058 71060113 1001 0151 9 160 282
Total Volume 11 0 27 38 32 415 3 450 6 1 5 12 9 580 25 614 1114
% App. Total 28.9 0 71.1 7.1 92.2 0.7 50 8.3 41.7 1.5 94.5 4.1
PHF .688 .000 .844 .792 .727 .910 .375 .915 .750 .250 .313 .600 .563 .954 .694 .948 .935
Traffic Data Service
Campbell, CA
(408) 377-2988
tdsbay@cs.com
113
File Name: 1PM FINAL
Site Code: 00000001
Start Date: 5/29/2014
Page No: 1
Groups Printed- Bikes
PHAR LAP DR
Southbound
STEVENS CREEK BLVD
Westbound
DRIVEWAY
Northbound
STEVENS CREEK BLVD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total04:00 PM 00000 03003 00000 01001 4
04:15 PM 00000 00000 00000 00000 0
04:30 PM 00000 01001 00000 00000 1
04:45 PM 00000 11103 00000 01001 4
Total 0 0 0 0 0 1 5 1 0 7 0 0 0 0 0 0 2 0 0 2 9
05:00 PM 00000 11002 01001 03003 6
05:15 PM 00000 11002 00000 00000 2
05:30 PM 00000 03003 00000 00000 3
05:45 PM 00000 01001 00000 01001 2
Total 0 0 0 0 0 2 6 0 0 8 0 1 0 0 1 0 4 0 0 4 13
06:00 PM 00000 01001 00000 02002 3
06:15 PM 00000 01001 00000 01001 2
06:30 PM 00101 00000 00000 01001 2
06:45 PM 00000 04004 00000 00000 4
Total 0 0 1 0 1 0 6 0 0 6 0 0 0 0 0 0 4 0 0 4 11
Grand Total 00101 3171021 01001 0100010 33
Apprch %001000 14.3 814.80 010000 010000
Total %00303 9.1 51.5 3063.6 03003 0 30.3 0030.3
PHAR LAP DR
Southbound
STEVENS CREEK BLVD
Westbound
DRIVEWAY
Northbound
STEVENS CREEK BLVD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0000 1 1 13 0000 0101 4
05:00 PM 0000 1102 0 1 0 1 0 3 0 3 6
05:15 PM 0000 1102 0000 0000 2
05:30 PM 0000 0 3 03 0000 0000 3
Total Volume 0 0 0 0 3 6 1 10 0 1 0 1 0 4 0 4 15
% App. Total 0 0 0 30 60 10 0 100 0 0 100 0
PHF .000 .000 .000 .000 .750 .500 .250 .833 .000 .250 .000 .250 .000 .333 .000 .333 .625
Traffic Data Service
Campbell, CA
(408) 377-2988
tdsbay@cs.com
114
File Name: 4PM FINAL
Site Code: 00000004
Start Date: 10/1/2014
Page No: 1
Groups Printed- Vehicles
PHAR LAP DR
Southbound
STEVENS CREEK BLVD
Westbound
DRIVEWAY
Northbound
STEVENS CREEK BLVD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total02:00 PM 805215 3665074 20215 0561158 152
02:15 PM 20114 3773083 20013 3804087 177
02:30 PM 40307 6872095 00011 011140115 218
02:45 PM 3011216 6862094 10001 112101123 234
Total 17 0 20 5 42 18 316 12 0 346 5 0 2 3 10 4 368 9 2 383 781
03:00 PM 31116 1010500115 00123 112161129 253
03:15 PM 206210 712010128 600612 110022105 255
03:30 PM 203510 79510103 302712 1842592 217
03:45 PM 00000 6883097 00134 314231149 250
Total 7 1 10 8 26 30 408 5 0 443 9 0 4 18 31 6 447 13 9 475 975
04:00 PM 00639 3754082 703111 310950117 219
04:15 PM 10719 13761090 20013 012960135 237
04:30 PM 30609 7803090 30317 316250170 276
04:45 PM 20316 4843091 10001 016973179 277
Total 6 0 22 5 33 27 315 11 0 353 13 0 6 3 22 6 569 23 3 601 1009
05:00 PM 504211 89340105 10034 021261219 339
05:15 PM 40116 118830102 20147 0211111223 338
05:30 PM 30609 811020120 30126 020271210 345
05:45 PM 41106 612120129 30014 123590245 384
Total 16 1 12 3 32 33 412 11 0 456 9 0 2 10 21 1 860 33 3 897 1406
06:00 PM 20316 511810124 40127 1227110239 376
06:15 PM 405312 410130108 10135 0230113244 369
06:30 PM 506011 611250123 30014 0208100218 356
06:45 PM 20428 108820100 700916 017348185 309
Total 13 0 18 6 37 25 419 11 0 455 15 0 2 15 32 1 838 36 11 886 1410
Grand Total 5928227170 133 1870 5002053 5101649116 18 3082 114283242 5581
Apprch %34.7 1.2 48.215.9 6.5 91.1 2.40 440 13.842.2 0.6 95.1 3.50.9
Total %1.101.50.53 2.4 33.5 0.9036.8 0.900.30.92.1 0.3 55.2 20.558.1
PHAR LAP DR
Southbound
STEVENS CREEK BLVD
Westbound
DRIVEWAY
Northbound
STEVENS CREEK BLVD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 02:00 PM to 03:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 02:30 PM
02:30 PM 4 037 687 2 95 0000 01114115 217
02:45 PM 30 1114 686294 1001 1121 0122 231
03:00 PM 3 1 15 10 1050115 00 1 1 1121 6128 249
03:15 PM 2068 7 120 1 128 6 00 6 11002103 245
Total Volume 12 1 21 34 29 398 5 432 7 0 1 8 3 453 12 468 942
% App. Total 35.3 2.9 61.8 6.7 92.1 1.2 87.5 0 12.5 0.6 96.8 2.6
PHF .750 .250 .477 .607 .725 .829 .625 .844 .292 .000 .250 .333 .750 .936 .500 .914 .946
Traffic Data Service
Campbell, CA
(408) 377-2988
tdsbay@cs.com
115
File Name: 4PM FINAL
Site Code: 00000004
Start Date: 10/1/2014
Page No: 1
Groups Printed- Bikes
PHAR LAP DR
Southbound
STEVENS CREEK BLVD
Westbound
DRIVEWAY
Northbound
STEVENS CREEK BLVD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total02:00 PM 00000 00000 00000 01001 1
02:15 PM 00000 00000 00000 00000 0
02:30 PM 00000 00000 00000 01001 1
02:45 PM 00000 00000 00000 01001 1
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 3
03:00 PM 00000 11002 00000 01001 3
03:15 PM 00000 18009 00000 00000 9
03:30 PM 00000 02002 00000 00000 2
03:45 PM 00000 05005 00000 01001 6
Total 0 0 0 0 0 2 16 0 0 18 0 0 0 0 0 0 2 0 0 2 20
04:00 PM 00000 00000 00000 01001 1
04:15 PM 00000 01001 00000 00000 1
04:30 PM 00000 02002 00000 01001 3
04:45 PM 00000 00000 00000 01001 1
Total 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 6
05:00 PM 00000 04004 00000 00000 4
05:15 PM 00000 01001 00000 02002 3
05:30 PM 00000 00000 00000 00000 0
05:45 PM 10001 00000 01001 00000 2
Total 1 0 0 0 1 0 5 0 0 5 0 1 0 0 1 0 2 0 0 2 9
06:00 PM 00000 02002 00000 01001 3
06:15 PM 00000 03003 00000 00000 3
06:30 PM 00000 10001 00000 02002 3
06:45 PM 00000 03003 00000 00000 3
Total 0 0 0 0 0 1 8 0 0 9 0 0 0 0 0 0 3 0 0 3 12
Grand Total 10001 3320035 01001 0130013 50
Apprch %100000 8.6 91.4 00 010000 010000
Total %20002 6640070 02002 0260026
PHAR LAP DR
Southbound
STEVENS CREEK BLVD
Westbound
DRIVEWAY
Northbound
STEVENS CREEK BLVD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 02:00 PM to 03:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 03:00 PM
03:00 PM 0000 1 102 0000 0 1 0 1 3
03:15 PM 0000 1 8 0 9 0000 0000 9
03:30 PM 0000 0202 0000 0000 2
03:45 PM 0000 0505 0000 0101 6
Total Volume 0 0 0 0 2 16 0 18 0 0 0 0 0 2 0 2 20
% App. Total 0 0 0 11.1 88.9 0 0 0 0 0 100 0
PHF .000 .000 .000 .000 .500 .500 .000 .500 .000 .000 .000 .000 .000 .500 .000 .500 .556
Traffic Data Service
Campbell, CA
(408) 377-2988
tdsbay@cs.com
116
File Name: 2AM FINAL
Site Code: 00000002
Start Date: 5/29/2014
Page No: 1
Groups Printed- Vehicles
MANN DR
Southbound
STEVENS CREEK BLVD
Westbound
ORANGE AVE
Northbound
STEVENS CREEK BLVD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total06:30 AM 00617 0292031 902213 0160016 67
06:45 AM 00213 1402043 50117 1240025 78
Total 0 0 8 2 10 1 69 4 0 74 14 0 3 3 20 1 40 0 0 41 145
07:00 AM 13307 1618171 1107220 12380050 148
07:15 AM 01710027 07815295 35130268 637300136 326
07:30 AM 1115017 712423136 33527166 11580069 288
07:45 AM 6018125 617063185 2205229 2590061 300
Total 8 21 46 1 76 14 433 31 9 487 101 6 69 7 183 88 228 0 0 316 1062
08:00 AM 0127028 1315940176 23011034 1015300163 401
08:15 AM 0521329 4206104224 29418253 9790088 394
08:30 AM 4321028 6248110265 2524031 310500108 432
08:45 AM 4423031 820680222 1407021 3942099 373
Total 8 13 92 3 116 31 819 33 4 887 91 6 40 2 139 25 431 2 0 458 1600
09:00 AM 2121024 2196100208 2108029 4851090 351
09:15 AM 2318023 7129160152 18111030 1791081 286
Grand Total 20381856249 55 1646 94131808 2451313112401 11986340986 3444
Apprch %8 15.374.3 2.4 3915.20.7 61.1 3.2 32.7 3 12.187.5 0.40
Total %0.61.15.40.27.2 1.6 47.8 2.70.452.5 7.10.43.80.311.6 3.5 25.1 0.1028.6
MANN DR
Southbound
STEVENS CREEK BLVD
Westbound
ORANGE AVE
Northbound
STEVENS CREEK BLVD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 06:30 AM to 08:15 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 111517 71242133 3352765 11 58069 284
07:45 AM 6 01824 61706182 220527 259061 294
08:00 AM 01 2728 13 1594176 2301134 10 153 0 163 401
08:15 AM 0 5 2126 4 20610220 2941851 979088 385
Total Volume 7 7 81 95 30 659 22 711 107 9 61 177 32 349 0 381 1364
% App. Total 7.4 7.4 85.3 4.2 92.7 3.1 60.5 5.1 34.5 8.4 91.6 0
PHF .292 .350 .750 .848 .577 .800 .550 .808 .811 .450 .565 .681 .727 .570 .000 .584 .850
Traffic Data Service
Campbell, CA
(408) 377-2988
tdsbay@cs.com
117
File Name: 2AM FINAL
Site Code: 00000002
Start Date: 5/29/2014
Page No: 1
Groups Printed- Bikes
MANN DR
Southbound
STEVENS CREEK BLVD
Westbound
ORANGE AVE
Northbound
STEVENS CREEK BLVD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total06:30 AM 00000 01001 00000 01001 2
06:45 AM 00000 00000 01001 02002 3
Total 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 3 0 0 3 5
07:00 AM 00101 02002 00000 11002 5
07:15 AM 08008 00101 00000 61007 16
07:30 AM 00000 01001 10102 12003 6
07:45 AM 04004 00000 00000 53008 12
Total 0 12 1 0 13 0 3 1 0 4 1 0 1 0 2 13 7 0 0 20 39
08:00 AM 02002 00000 00000 13004 6
08:15 AM 02002 01001 00000 03003 6
08:30 AM 00000 00000 00000 02002 2
08:45 AM 00000 00000 00000 01001 1
Total 0 4 0 0 4 0 1 0 0 1 0 0 0 0 0 1 9 0 0 10 15
09:00 AM 00000 00000 00000 10001 1
09:15 AM 00000 00000 00000 00000 0
Grand Total 0161017 05106 11103 15190034 60
Apprch %0 94.1 5.90 0 83.316.7 0 33.333.333.3 0 44.155.9 00
Total %0 26.7 1.7028.3 08.31.7010 1.71.71.705 25 31.7 0056.7
MANN DR
Southbound
STEVENS CREEK BLVD
Westbound
ORANGE AVE
Northbound
STEVENS CREEK BLVD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 06:30 AM to 08:15 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 8 0 8 00 11 0000 6 107 16
07:30 AM 0000 0 1 01 1 0 12 1203 6
07:45 AM 0404 0000 0000 5 3 0 8 12
08:00 AM 0202 0000 0000 1304 6
Total Volume 0 14 0 14 0 1 1 2 1 0 1 2 13 9 0 22 40
% App. Total 0 100 0 0 50 50 50 0 50 59.1 40.9 0
PHF .000 .438 .000 .438 .000 .250 .250 .500 .250 .000 .250 .250 .542 .750 .000 .688 .625
Traffic Data Service
Campbell, CA
(408) 377-2988
tdsbay@cs.com
118
File Name: 2PM FINAL
Site Code: 00000002
Start Date: 5/29/2014
Page No: 1
Groups Printed- Vehicles
MANN DR
Southbound
STEVENS CREEK BLVD
Westbound
ORANGE AVE
Northbound
STEVENS CREEK BLVD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total04:00 PM 2013015 138780108 804012 411800122 257
04:15 PM 0118221 889125114 1303218 613110138 291
04:30 PM 1214118 97712199 1334020 611120119 256
04:45 PM 208414 1295176130 737421 514430152 317
Total 5 3 53 7 68 42 348 49 12 451 41 6 18 6 71 21 504 6 0 531 1121
05:00 PM 1118323 12103101126 816318 713120140 307
05:15 PM 3119225 17114191151 1624022 513930147 345
05:30 PM 0134136 1111983141 619016 515430162 355
05:45 PM 4321028 19114134150 417214 315550163 355
Total 8 6 92 6 112 59 450 50 9 568 34 5 26 5 70 20 579 13 0 612 1362
06:00 PM 1015319 17121260164 807015 712120130 328
06:15 PM 1211216 18122241165 606416 612320131 328
06:30 PM 218112 18116201155 813012 1612040140 319
06:45 PM 029112 11105155136 633214 1411320129 291
Total 4 5 43 7 59 64 464 85 7 620 28 4 19 6 57 43 477 10 0 530 1266
Grand Total 171418820239 165 1262 184281639 103156317198 84 1560 2901673 3749
Apprch %7.15.9 78.7 8.4 10.1 77 11.2 1.7 527.6 31.8 8.6 5 93.2 1.70
Total %0.50.450.56.4 4.4 33.7 4.90.743.7 2.70.41.70.55.3 2.2 41.6 0.8044.6
MANN DR
Southbound
STEVENS CREEK BLVD
Westbound
ORANGE AVE
Northbound
STEVENS CREEK BLVD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 111820 1210310125 81615 7 1312140 300
05:15 PM 311923 17114 19150 162 4 22 51393147 342
05:30 PM 01 3435 11 119 8138 61 9 16 51543162 351
05:45 PM 43 2128 19 11413146 41712 3 1555163 349
Total Volume 8 6 92 106 59 450 50 559 34 5 26 65 20 579 13 612 1342
% App. Total 7.5 5.7 86.8 10.6 80.5 8.9 52.3 7.7 40 3.3 94.6 2.1
PHF .500 .500 .676 .757 .776 .945 .658 .932 .531 .625 .722 .739 .714 .934 .650 .939 .956
Traffic Data Service
Campbell, CA
(408) 377-2988
tdsbay@cs.com
119
File Name: 2PM FINAL
Site Code: 00000002
Start Date: 5/29/2014
Page No: 1
Groups Printed- Bikes
MANN DR
Southbound
STEVENS CREEK BLVD
Westbound
ORANGE AVE
Northbound
STEVENS CREEK BLVD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total04:00 PM 00000 01001 11103 01001 5
04:15 PM 00000 00000 00000 00000 0
04:30 PM 00000 01001 10001 00000 2
04:45 PM 00000 01001 00000 01001 2
Total 0 0 0 0 0 0 3 0 0 3 2 1 1 0 4 0 2 0 0 2 9
05:00 PM 00000 00000 00000 02002 2
05:15 PM 01001 10001 00202 10001 5
05:30 PM 00000 03003 01001 00000 4
05:45 PM 00000 01001 00000 01001 2
Total 0 1 0 0 1 1 4 0 0 5 0 1 2 0 3 1 3 0 0 4 13
06:00 PM 00000 01001 10001 11002 4
06:15 PM 00000 01001 00000 00000 1
06:30 PM 00000 01001 00000 01001 2
06:45 PM 00000 04004 00000 00000 4
Total 0 0 0 0 0 0 7 0 0 7 1 0 0 0 1 1 2 0 0 3 11
Grand Total 01001 1140015 32308 27009 33
Apprch %010000 6.7 93.3 00 37.5 25 37.5 0 22.277.8 00
Total %03003 3 42.4 0045.5 9.16.19.1024.2 6.1 21.2 0027.3
MANN DR
Southbound
STEVENS CREEK BLVD
Westbound
ORANGE AVE
Northbound
STEVENS CREEK BLVD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0000 0101 0000 0101 2
05:00 PM 0000 0000 0000 0 2 0 2 2
05:15 PM 0 1 0 1 1 001 00 22 1 001 5
05:30 PM 0000 0 3 0 3 0 1 01 0000 4
Total Volume 0 1 0 1 1 4 0 5 0 1 2 3 1 3 0 4 13
% App. Total 0 100 0 20 80 0 0 33.3 66.7 25 75 0
PHF .000 .250 .000 .250 .250 .333 .000 .417 .000 .250 .250 .375 .250 .375 .000 .500 .650
Traffic Data Service
Campbell, CA
(408) 377-2988
tdsbay@cs.com
120
File Name: 3PM FINAL
Site Code: 00000003
Start Date: 10/1/2014
Page No: 1
Groups Printed- Vehicles
MANN DR
Southbound
STEVENS CREEK BLVD
Westbound
ORANGE AVE
Northbound
STEVENS CREEK BLVD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total02:00 PM 10708 4656075 627015 4560060 158
02:15 PM 2015118 679151101 603110 4742080 209
02:30 PM 0211114 1196141122 1112115 110400105 256
02:45 PM 339217 1389160118 734014 613320141 290
Total 6 5 42 4 57 34 329 51 2 416 30 6 16 2 54 15 367 4 0 386 913
03:00 PM 1910020 11109212143 30113145 1810420124 332
03:15 PM 4214626 201002412156 40623271 1010130114 367
03:30 PM 428721 890177122 1224119 3881092 254
03:45 PM 3014017 89192110 719320 812630137 284
Total 12 13 46 13 84 47 390 71 23 531 89 10 49 7 155 39 419 9 0 467 1237
04:00 PM 2013318 9764392 815115 111410116 241
04:15 PM 0014014 1384111109 808016 812910138 277
04:30 PM 1116119 1186123112 1013014 615920167 312
04:45 PM 1322026 118663106 1026220 516720174 326
Total 4 4 65 4 77 44 332 33 10 419 36 4 22 3 65 20 569 6 0 595 1156
05:00 PM 2026129 11101224138 925016 1218130196 379
05:15 PM 0627033 21108165150 1413321 2819930230 434
05:30 PM 1131235 17114213155 1528126 1719930219 435
05:45 PM 1024126 22123153163 1206119 3420440242 450
Total 4 7 108 4 123 71 446 74 15 606 50 5 22 5 82 91 783 13 0 887 1698
06:00 PM 0220123 13115209157 616417 2722500252 449
06:15 PM 1116119 16102195142 702110 1420920225 396
06:30 PM 0024125 20109254158 11112226 2818420214 423
06:45 PM 0114116 1197162126 806519 718230192 353
Total 1 4 74 4 83 60 423 80 20 583 32 2 26 12 72 76 800 7 0 883 1621
Grand Total 273333529424 256 1920 309702555 2372713529428 241 2938 3903218 6625
Apprch %6.47.8796.8 10 75.112.1 2.7 55.4 6.3 31.5 6.8 7.5 91.3 1.20
Total %0.40.55.10.46.4 3.9294.71.138.6 3.60.420.46.5 3.6 44.3 0.6048.6
MANN DR
Southbound
STEVENS CREEK BLVD
Westbound
ORANGE AVE
Northbound
STEVENS CREEK BLVD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 02:00 PM to 03:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 02:30 PM
02:30 PM 021113 119614121 111214 11040105 253
02:45 PM 33915 138916118 73414 6 133 2 141 288
03:00 PM 1 9 10 20 11 109 21141 3011344 18 1042124 329
03:15 PM 4 2 14 20 20 100 24144 4062369 10101 3 114 347
Total Volume 8 16 44 68 55 394 75 524 88 11 42 141 35 442 7 484 1217
% App. Total 11.8 23.5 64.7 10.5 75.2 14.3 62.4 7.8 29.8 7.2 91.3 1.4
PHF .500 .444 .786 .850 .688 .904 .781 .910 .550 .458 .457 .511 .486 .831 .583 .858 .877
Traffic Data Service
Campbell, CA
(408) 377-2988
tdsbay@cs.com
121
File Name: 3PM FINAL
Site Code: 00000003
Start Date: 10/1/2014
Page No: 1
Groups Printed- Bikes
MANN DR
Southbound
STEVENS CREEK BLVD
Westbound
ORANGE AVE
Northbound
STEVENS CREEK BLVD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total02:00 PM 00000 00000 00000 02002 2
02:15 PM 00000 00000 00000 00000 0
02:30 PM 00000 00000 00000 02002 2
02:45 PM 00000 00000 02103 00000 3
Total 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 0 4 0 0 4 7
03:00 PM 01001 02002 0102012 01001 16
03:15 PM 10001 01001 145010 00000 12
03:30 PM 00000 00000 00000 00000 0
03:45 PM 00000 01001 01405 00000 6
Total 1 1 0 0 2 0 4 0 0 4 1 15 11 0 27 0 1 0 0 1 34
04:00 PM 00000 00000 01001 00000 1
04:15 PM 00000 00000 00101 00000 1
04:30 PM 00000 11002 00202 00000 4
04:45 PM 00000 00000 00000 00000 0
Total 0 0 0 0 0 1 1 0 0 2 0 1 3 0 4 0 0 0 0 0 6
05:00 PM 00000 03104 10102 00000 6
05:15 PM 00000 00000 01001 02002 3
05:30 PM 00000 00000 00000 00000 0
05:45 PM 00000 00000 00000 00000 0
Total 0 0 0 0 0 0 3 1 0 4 1 1 1 0 3 0 2 0 0 2 9
06:00 PM 00000 01001 00000 00000 1
06:15 PM 00000 03003 01102 00000 5
06:30 PM 01001 00000 00000 01001 2
06:45 PM 01001 02002 00000 00000 3
Total 0 2 0 0 2 0 6 0 0 6 0 1 1 0 2 0 1 0 0 1 11
Grand Total 13004 1141016 22017039 08008 67
Apprch %257500 6.2 87.5 6.20 5.1 51.343.6 0 010000
Total %1.54.5006 1.5 20.9 1.5023.9 3 29.925.4 058.2 0 11.9 0011.9
MANN DR
Southbound
STEVENS CREEK BLVD
Westbound
ORANGE AVE
Northbound
STEVENS CREEK BLVD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 02:00 PM to 03:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 03:00 PM
03:00 PM 0 1 0 1 0 2 0 2 0 10 2 12 0 1 0 1 16
03:15 PM 1 001 0101 1 4 5 10 0000 12
03:30 PM 0000 0000 0000 0000 0
03:45 PM 0000 0101 0145 0000 6
Total Volume 1 1 0 2 0 4 0 4 1 15 11 27 0 1 0 1 34
% App. Total 50 50 0 0 100 0 3.7 55.6 40.7 0 100 0
PHF .250 .250 .000 .500 .000 .500 .000 .500 .250 .375 .550 .563 .000 .250 .000 .250 .531
Traffic Data Service
Campbell, CA
(408) 377-2988
tdsbay@cs.com
122
File Name: 3AM FINAL
Site Code: 00000003
Start Date: 5/29/2014
Page No: 1
Groups Printed- Vehicles
BYRNE AVE
Southbound
MC CLELLAN RD
Westbound Northbound
MC CLELLAN RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total06:30 AM 00033 01001 00000 05005 9
06:45 AM 00134 06006 00000 06309 19
Total 0 0 1 6 7 0 7 0 0 7 0 0 0 0 0 0 11 3 0 14 28
07:00 AM 608216 5410248 00000 0142016 80
07:15 AM 220101547 16100063179 00000 03711048 274
07:30 AM 3015220 174701074 00000 0376043 137
07:45 AM 506112 2270433 00000 0139022 67
Total 36 0 39 20 95 40 215 0 79 334 0 0 0 0 0 0 101 28 0 129 558
08:00 AM 9011323 5540362 00000 02112033 118
08:15 AM 4016323 9730587 00000 03222054 164
08:30 AM 604515 4370748 00000 0294033 96
08:45 AM 3061120 25101568 00000 0156021 109
Total 22 0 37 22 81 20 215 0 30 265 0 0 0 0 0 0 97 44 0 141 487
09:00 AM 402511 2310639 00000 0264030 80
09:15 AM 607013 4310136 00000 0253028 77
Grand Total 6808653207 664990116681 00000 0260820342 1230
Apprch %32.9 0 41.525.6 9.7 73.3 017 0000 076240
Total %5.5074.316.8 5.4 40.6 09.455.4 00000 0 21.1 6.7027.8
BYRNE AVE
Southbound
MC CLELLAN RD
Westbound Northbound
MC CLELLAN RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 06:30 AM to 09:15 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 22 010 32 16 100 0 116 0000 0 37 11 48 196
07:30 AM 30 15 18 17 47064 0000 037643 125
07:45 AM 50611 227029 0000 013922 62
08:00 AM 901120 554059 0000 021 12 33 112
Total Volume 39 0 42 81 40 228 0 268 0 0 0 0 0 108 38 146 495
% App. Total 48.1 0 51.9 14.9 85.1 0 0 0 0 0 74 26
PHF .443 .000 .700 .633 .588 .570 .000 .578 .000 .000 .000 .000 .000 .730 .792 .760 .631
Traffic Data Service
Campbell, CA
(408) 377-2988
tdsbay@cs.com
123
File Name: 3AM FINAL
Site Code: 00000003
Start Date: 5/29/2014
Page No: 1
Groups Printed- Bikes
BYRNE AVE
Southbound
MC CLELLAN RD
Westbound Northbound
MC CLELLAN RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total06:30 AM 00000 04004 00000 00000 4
06:45 AM 00000 00000 00000 03003 3
Total 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 3 0 0 3 7
07:00 AM 10102 00000 00000 02002 4
07:15 AM 00000 01001 00000 05005 6
07:30 AM 00000 02002 00000 02103 5
07:45 AM 00101 00000 00000 01001 2
Total 1 0 2 0 3 0 3 0 0 3 0 0 0 0 0 0 10 1 0 11 17
08:00 AM 00707 00000 00000 04004 11
08:15 AM 20103 00000 00000 04004 7
08:30 AM 00000 02002 00000 01001 3
08:45 AM 00000 12003 00000 01001 4
Total 2 0 8 0 10 1 4 0 0 5 0 0 0 0 0 0 10 0 0 10 25
09:00 AM 00000 00000 00000 04004 4
09:15 AM 00000 05005 00000 01001 6
Grand Total 3010013 1160017 00000 0281029 59
Apprch %23.1 0 76.9 0 5.9 94.1 00 0000 0 96.6 3.40
Total %5.10 16.9 022 1.7 27.1 0028.8 00000 0 47.5 1.7049.2
BYRNE AVE
Southbound
MC CLELLAN RD
Westbound Northbound
MC CLELLAN RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 06:30 AM to 09:15 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0000 0 2 0 2 0000 02 1 3 5
07:45 AM 0011 0000 0000 0101 2
08:00 AM 00 77 0000 0000 0 4 0 4 11
08:15 AM 2 013 0000 0000 0404 7
Total Volume 2 0 9 11 0 2 0 2 0 0 0 0 0 11 1 12 25
% App. Total 18.2 0 81.8 0 100 0 0 0 0 0 91.7 8.3
PHF .250 .000 .321 .393 .000 .250 .000 .250 .000 .000 .000 .000 .000 .688 .250 .750 .568
Traffic Data Service
Campbell, CA
(408) 377-2988
tdsbay@cs.com
124
File Name: 3PM FINAL
Site Code: 00000003
Start Date: 5/29/2014
Page No: 1
Groups Printed- Vehicles
BYRNE AVE
Southbound
MC CLELLAN RD
Westbound Northbound
MC CLELLAN RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total04:00 PM 30429 1240227 00000 0383041 77
04:15 PM 20529 5420552 00000 0221023 84
04:30 PM 906015 2320236 00000 0364040 91
04:45 PM 303410 8430657 00000 0352037 104
Total 17 0 18 8 43 16 141 0 15 172 0 0 0 0 0 0 131 10 0 141 356
05:00 PM 308112 7360144 00000 0373040 96
05:15 PM 20619 3480152 00000 0461047 108
05:30 PM 40206 6510057 00000 0373040 103
05:45 PM 40307 7380045 00000 0450045 97
Total 13 0 19 2 34 23 173 0 2 198 0 0 0 0 0 0 165 7 0 172 404
06:00 PM 407112 4350443 00000 0351036 91
06:15 PM 706013 5371043 00000 0522054 110
06:30 PM 6010420 3500457 00000 0691070 147
06:45 PM 6012018 8370550 00000 0732075 143
Total 23 0 35 5 63 20 159 1 13 193 0 0 0 0 0 0 229 6 0 235 491
Grand Total 5307215140 59473130563 00000 0525230548 1251
Apprch %37.9 0 51.410.7 10.5 840.25.3 0000 0 95.8 4.20
Total %4.205.81.211.2 4.7 37.8 0.12.445 00000 0421.8043.8
BYRNE AVE
Southbound
MC CLELLAN RD
Westbound Northbound
MC CLELLAN RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 06:00 PM
06:00 PM 40711 435039 0000 035136 86
06:15 PM 7 0613 537 1 43 0000 052 2 54 110
06:30 PM 601016 3 50 0 53 0000 069170 139
06:45 PM 60 1218 8 37045 0000 0 73 2 75 138
Total Volume 23 0 35 58 20 159 1 180 0 0 0 0 0 229 6 235 473
% App. Total 39.7 0 60.3 11.1 88.3 0.6 0 0 0 0 97.4 2.6
PHF .821 .000 .729 .806 .625 .795 .250 .849 .000 .000 .000 .000 .000 .784 .750 .783 .851
Traffic Data Service
Campbell, CA
(408) 377-2988
tdsbay@cs.com
125
File Name: 3PM FINAL
Site Code: 00000003
Start Date: 5/29/2014
Page No: 1
Groups Printed- Bikes
BYRNE AVE
Southbound
MC CLELLAN RD
Westbound Northbound
MC CLELLAN RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total04:00 PM 00000 10001 00000 01001 2
04:15 PM 00000 02002 00000 04004 6
04:30 PM 00000 00000 00000 01001 1
04:45 PM 00000 12003 00000 00000 3
Total 0 0 0 0 0 2 4 0 0 6 0 0 0 0 0 0 6 0 0 6 12
05:00 PM 00000 02002 00000 00000 2
05:15 PM 10001 01001 00000 02002 4
05:30 PM 00000 01001 00000 0111012 13
05:45 PM 00000 05005 00000 02002 7
Total 1 0 0 0 1 0 9 0 0 9 0 0 0 0 0 0 15 1 0 16 26
06:00 PM 00000 01001 00000 01001 2
06:15 PM 00000 00000 00000 02002 2
06:30 PM 00000 02002 00000 02002 4
06:45 PM 00000 04004 00000 01001 5
Total 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 6 0 0 6 13
Grand Total 10001 2200022 00000 0271028 51
Apprch %100000 9.1 90.9 00 0000 0 96.4 3.60
Total %20002 3.9 39.2 0043.1 00000 0 52.9 2054.9
BYRNE AVE
Southbound
MC CLELLAN RD
Westbound Northbound
MC CLELLAN RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0000 0202 0000 0000 2
05:15 PM 1 00 1 0101 0000 0202 4
05:30 PM 0000 0101 0000 0 11112 13
05:45 PM 0000 0 5 0 5 0000 0202 7
Total Volume 1 0 0 1 0 9 0 9 0 0 0 0 0 15 1 16 26
% App. Total 100 0 0 0 100 0 0 0 0 0 93.8 6.2
PHF .250 .000 .000 .250 .000 .450 .000 .450 .000 .000 .000 .000 .000 .341 .250 .333 .500
Traffic Data Service
Campbell, CA
(408) 377-2988
tdsbay@cs.com
126
File Name: 2PM FINAL
Site Code: 00000002
Start Date: 10/1/2014
Page No: 1
Groups Printed- Vehicles
BYRNE AVE
Southbound
MCCLELLAN RD
Westbound Northbound
MCCLELLAN RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total02:00 PM 703111 2250128 00000 0221023 62
02:15 PM 10304 2220024 00000 0292031 59
02:30 PM 803516 1200324 00000 0214025 65
02:45 PM 1006420 92002958 00000 0457052 130
Total 26 0 15 10 51 14 87 0 33 134 0 0 0 0 0 0 117 14 0 131 316
03:00 PM 190122152 20470119186 00000 04520065 303
03:15 PM 180161145 2881026135 00000 0345039 219
03:30 PM 508720 64801569 00000 0352037 126
03:45 PM 407011 5280336 00000 0403043 90
Total 46 0 43 39 128 59 204 0 163 426 0 0 0 0 0 0 154 30 0 184 738
04:00 PM 20338 3310337 00000 0260026 71
04:15 PM 40509 6300339 00000 0314237 85
04:30 PM 604212 6370750 00000 0321033 95
04:45 PM 308011 4350342 00000 0446050 103
Total 15 0 20 5 40 19 133 0 16 168 0 0 0 0 0 0 133 11 2 146 354
05:00 PM 1006117 6430655 00000 0525057 129
05:15 PM 8014022 9410252 00000 0640064 138
05:30 PM 409215 4420147 00000 0581059 121
05:45 PM 2010214 4550160 00000 0540054 128
Total 24 0 39 5 68 23 181 0 10 214 0 0 0 0 0 0 228 6 0 234 516
06:00 PM 507113 1390242 00000 0581059 114
06:15 PM 505010 4390346 00000 0602062 118
06:30 PM 406515 8440557 00000 0542056 128
06:45 PM 604212 7330141 00000 0411042 95
Total 20 0 22 8 50 20 155 0 11 186 0 0 0 0 0 0 213 6 0 219 455
Grand Total 131013967337 13576002331128 00000 0845672914 2379
Apprch %38.9 0 41.219.9 12 67.4 0 20.7 0000 0 92.5 7.30.2
Total %5.505.82.814.2 5.7 31.9 09.847.4 00000 0 35.5 2.80.138.4
BYRNE AVE
Southbound
MCCLELLAN RD
Westbound Northbound
MCCLELLAN RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 02:00 PM to 03:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 02:45 PM
02:45 PM 100616 920029 0000 0 45 752 97
03:00 PM 19 01231 2047067 0000 045 2065 163
03:15 PM 180 1634 2881 0 109 0000 034539 182
03:30 PM 50813 648054 0000 035237 104
Total Volume 52 0 42 94 63 196 0 259 0 0 0 0 0 159 34 193 546
% App. Total 55.3 0 44.7 24.3 75.7 0 0 0 0 0 82.4 17.6
PHF .684 .000 .656 .691 .563 .605 .000 .594 .000 .000 .000 .000 .000 .883 .425 .742 .750
Traffic Data Service
Campbell, CA
(408) 377-2988
tdsbay@cs.com
127
File Name: 2PM FINAL
Site Code: 00000002
Start Date: 10/1/2014
Page No: 1
Groups Printed- Bikes
BYRNE AVE
Southbound
MCCLELLAN RD
Westbound Northbound
MCCLELLAN RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total02:00 PM 00000 00000 00000 02002 2
02:15 PM 00000 00000 00000 01001 1
02:30 PM 00000 00000 00000 00000 0
02:45 PM 00000 00000 00000 01001 1
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 4
03:00 PM 00000 14005 00000 01001 6
03:15 PM 00000 02002 00000 02002 4
03:30 PM 00000 01001 00000 00000 1
03:45 PM 00000 00000 00000 00000 0
Total 0 0 0 0 0 1 7 0 0 8 0 0 0 0 0 0 3 0 0 3 11
04:00 PM 00000 00000 00000 00000 0
04:15 PM 00000 01001 00000 02002 3
04:30 PM 00000 03003 00000 00000 3
04:45 PM 00000 03003 00000 01001 4
Total 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 3 0 0 3 10
05:00 PM 00000 01001 00000 03003 4
05:15 PM 00000 07007 00000 03003 10
05:30 PM 00000 03003 00000 02002 5
05:45 PM 00000 01001 00000 03003 4
Total 0 0 0 0 0 0 12 0 0 12 0 0 0 0 0 0 11 0 0 11 23
06:00 PM 00101 03003 00000 01001 5
06:15 PM 00000 12003 00000 01001 4
06:30 PM 10001 01001 00000 00000 2
06:45 PM 00101 00000 00000 00000 1
Total 1 0 2 0 3 1 6 0 0 7 0 0 0 0 0 0 2 0 0 2 12
Grand Total 10203 2320034 00000 0230023 60
Apprch %33.3 0 66.7 0 5.9 94.1 00 0000 010000
Total %1.703.305 3.3 53.3 0056.7 00000 0 38.3 0038.3
BYRNE AVE
Southbound
MCCLELLAN RD
Westbound Northbound
MCCLELLAN RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 02:00 PM to 03:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 02:45 PM
02:45 PM 0000 0000 0000 0101 1
03:00 PM 0000 14 0 5 0000 0101 6
03:15 PM 0000 0202 0000 0 2 0 2 4
03:30 PM 0000 0101 0000 0000 1
Total Volume 0 0 0 0 1 7 0 8 0 0 0 0 0 4 0 4 12
% App. Total 0 0 0 12.5 87.5 0 0 0 0 0 100 0
PHF .000 .000 .000 .000 .250 .438 .000 .400 .000 .000 .000 .000 .000 .500 .000 .500 .500
Traffic Data Service
Campbell, CA
(408) 377-2988
tdsbay@cs.com
128
ATTACHMENT B — TRAFFIX LOS WORKSHEETS
129
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Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK
Stevens Creek Corridor Master Plan EIR
SJ14-1512
Fehr & Peers
Summary Scenario Comparison Report (With Average Critical Delay)
Existing Conditions Volumes
Existing AM (May 2014) Existing School PM (October 2014) Existing Commute PM (October 2014)
Avg Avg Avg
Avg Crit Avg Crit Avg Crit
Del Crit Del Del Crit Del Del Crit Del
Intersection LOS (sec) V/C (sec) LOS (sec) V/C (sec) LOS (sec) V/C (sec)
#1 Phar Lap Drive-Golf Course/Stevens Creek Boulevard D 1.3 0.194 1.3 C 0.9 0.078 0.9 D 1.0 0.101 1.0
#2 Orange Avenue-Mann Drive/Stevens Creek Boulevard A 8.8 0.546 8.8 B+ 10.2 0.362 12.3 A 7.6 0.620 8.5
#3 Byrne Avenue/McClellan Road B 2.3 0.063 2.3 B 2.4 0.076 2.4 B 1.4 0.068 1.4
130
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Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK
Stevens Creek Corridor Master Plan EIR
SJ14-1512
Fehr & Peers
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Existing AM - May 2014
Intersection #1: Phar Lap Drive-Golf Course/Stevens Creek Boulevard
Signal=Stop/Rights=Include
Final Vol: 27 0 27
Lanes: 0 0 1! 0 0
Signal=Uncontrol
Signal=Uncontrol
Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
9
1
Cycle Time (sec): 100
1
15
0
Loss Time (sec): 0
0
411 0 Critical V/C: 0.194 1 847
1
Avg Crit Del (sec/veh): 1.3
0
4 0
Avg Delay (sec/veh): 1.3
1 6
LOS: D
Lanes: 0 0 1! 0 0
Final Vol: 0 0 3
Signal=Stop/Rights=Include
Street Name: Phar Lap Drive-Golf Course Stevens Creek Blvd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Volume Module:8-9AM
Base Vol: 0 0 3 27 0 27 9 411 4 6 847 15
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 3 27 0 27 9 411 4 6 847 15
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 0 3 27 0 27 9 411 4 6 847 15
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 0 3 27 0 27 9 411 4 6 847 15
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 0 3 27 0 27 9 411 4 6 847 15
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp:xxxxx xxxx 6.2 7.1 6.5 6.2 4.1 xxxx xxxxx 4.1 xxxx xxxxx
FollowUpTim:xxxxx xxxx 3.3 3.5 4.0 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: xxxx xxxx 413 1292 1292 847 862 xxxx xxxxx 415 xxxx xxxxx
Potent Cap.: xxxx xxxx 643 141 165 365 789 xxxx xxxxx 1155 xxxx xxxxx
Move Cap.: xxxx xxxx 643 139 162 365 789 xxxx xxxxx 1155 xxxx xxxxx
Volume/Cap: xxxx xxxx 0.00 0.19 0.00 0.07 0.01 xxxx xxxx 0.01 xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: xxxx xxxx 0.0 xxxx xxxx xxxxx 0.0 xxxx xxxxx 0.0 xxxx xxxxx
Control Del:xxxxx xxxx 10.6 xxxxx xxxx xxxxx 9.6 xxxx xxxxx 8.1 xxxx xxxxx
LOS by Move: * * B * * * A * * A * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: xxxx xxxx xxxxx xxxx 201 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
SharedQueue:xxxxx xxxx xxxxx xxxxx 1.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel:xxxxx xxxx xxxxx xxxxx 29.3 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: * * * * D * * * * * * *
ApproachDel: 10.6 29.3 xxxxxx xxxxxx
ApproachLOS: B D * *
Note: Queue reported is the number of cars per lane.
Peak Hour Delay Signal Warrant Report
********************************************************************************
Intersection #1 Phar Lap Drive-Golf Course/Stevens Creek Boulevard
********************************************************************************
Future Volume Alternative: Peak Hour Warrant NOT Met
131
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Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK
------------|---------------||---------------||---------------||---------------|
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Lanes: 0 0 0 0 1 0 0 1! 0 0 1 0 0 1 0 1 0 1 0 1
Initial Vol: 0 0 3 27 0 27 9 411 4 6 847 15
ApproachDel: 10.6 29.3 xxxxxx xxxxxx
------------|---------------||---------------||---------------||---------------|
Approach[northbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.0]
FAIL - Vehicle-hours less than 4 for one lane approach.
Signal Warrant Rule #2: [approach volume=3]
FAIL - Approach volume less than 100 for one lane approach.
Signal Warrant Rule #3: [approach count=4][total volume=1349]
SUCCEED - Total volume greater than or equal to 800 for intersection
with four or more approaches.
--------------------------------------------------------------------------------
Approach[southbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.4]
FAIL - Vehicle-hours less than 4 for one lane approach.
Signal Warrant Rule #2: [approach volume=54]
FAIL - Approach volume less than 100 for one lane approach.
Signal Warrant Rule #3: [approach count=4][total volume=1349]
SUCCEED - Total volume greater than or equal to 800 for intersection
with four or more approaches.
--------------------------------------------------------------------------------
SIGNAL WARRANT DISCLAIMER
This peak hour signal warrant analysis should be considered solely as an
"indicator" of the likelihood of an unsignalized intersection warranting
a traffic signal in the future. Intersections that exceed this warrant
are probably more likely to meet one or more of the other volume based
signal warrant (such as the 4-hour or 8-hour warrants).
The peak hour warrant analysis in this report is not intended to replace
a rigorous and complete traffic signal warrant analysis by the responsible
jurisdiction. Consideration of the other signal warrants, which is beyond
the scope of this software, may yield different results.
Peak Hour Volume Signal Warrant Report [Urban]
********************************************************************************
Intersection #1 Phar Lap Drive-Golf Course/Stevens Creek Boulevard
********************************************************************************
Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------|
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Lanes: 0 0 0 0 1 0 0 1! 0 0 1 0 0 1 0 1 0 1 0 1
Initial Vol: 0 0 3 27 0 27 9 411 4 6 847 15
------------|---------------||---------------||---------------||---------------|
Major Street Volume: 1292
Minor Approach Volume: 54
Minor Approach Volume Threshold: 197
--------------------------------------------------------------------------------
SIGNAL WARRANT DISCLAIMER
This peak hour signal warrant analysis should be considered solely as an
"indicator" of the likelihood of an unsignalized intersection warranting
a traffic signal in the future. Intersections that exceed this warrant
are probably more likely to meet one or more of the other volume based
signal warrant (such as the 4-hour or 8-hour warrants).
The peak hour warrant analysis in this report is not intended to replace
a rigorous and complete traffic signal warrant analysis by the responsible
jurisdiction. Consideration of the other signal warrants, which is beyond
the scope of this software, may yield different results.
132
COMPARE Fri Oct 17 15:43:25 2014 Page 3-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK
Stevens Creek Corridor Master Plan EIR
SJ14-1512
Fehr & Peers
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Existing School PM - October 2014
Intersection #1: Phar Lap Drive-Golf Course/Stevens Creek Boulevard
Signal=Stop/Rights=Include
Final Vol: 10 1 21
Lanes: 0 0 1! 0 0
Signal=Uncontrol
Signal=Uncontrol
Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
10
1
Cycle Time (sec): 100
1
30
0
Loss Time (sec): 0
0
426 0 Critical V/C: 0.078 1 406
1
Avg Crit Del (sec/veh): 0.9
0
4 0
Avg Delay (sec/veh): 0.9
1 4
LOS: C
Lanes: 0 0 1! 0 0
Final Vol: 3 0 10
Signal=Stop/Rights=Include
Street Name: Phar Lap Drive-Golf Course Stevens Creek Blvd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 3 0 10 21 1 10 10 426 4 4 406 30
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 3 0 10 21 1 10 10 426 4 4 406 30
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 3 0 10 21 1 10 10 426 4 4 406 30
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 3 0 10 21 1 10 10 426 4 4 406 30
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 3 0 10 21 1 10 10 426 4 4 406 30
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 7.1 6.5 6.2 7.1 6.5 6.2 4.1 xxxx xxxxx 4.1 xxxx xxxxx
FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 883 892 428 867 864 406 436 xxxx xxxxx 430 xxxx xxxxx
Potent Cap.: 269 283 631 275 294 649 1134 xxxx xxxxx 1140 xxxx xxxxx
Move Cap.: 261 280 631 268 291 649 1134 xxxx xxxxx 1140 xxxx xxxxx
Volume/Cap: 0.01 0.00 0.02 0.08 0.00 0.02 0.01 xxxx xxxx 0.00 xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx 0.0 xxxx xxxxx
Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.2 xxxx xxxxx 8.2 xxxx xxxxx
LOS by Move: * * * * * * A * * A * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: xxxx 476 xxxxx xxxx 330 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
SharedQueue:xxxxx 0.1 xxxxx xxxxx 0.3 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel:xxxxx 12.8 xxxxx xxxxx 17.1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: * B * * C * * * * * * *
ApproachDel: 12.8 17.1 xxxxxx xxxxxx
ApproachLOS: B C * *
Note: Queue reported is the number of cars per lane.
Peak Hour Delay Signal Warrant Report
********************************************************************************
Intersection #1 Phar Lap Drive-Golf Course/Stevens Creek Boulevard
********************************************************************************
Future Volume Alternative: Peak Hour Warrant NOT Met
133
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Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK
------------|---------------||---------------||---------------||---------------|
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 0 1 0 1 0 1 0 1
Initial Vol: 3 0 10 21 1 10 10 426 4 4 406 30
ApproachDel: 12.8 17.1 xxxxxx xxxxxx
------------|---------------||---------------||---------------||---------------|
Approach[northbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.0]
FAIL - Vehicle-hours less than 4 for one lane approach.
Signal Warrant Rule #2: [approach volume=13]
FAIL - Approach volume less than 100 for one lane approach.
Signal Warrant Rule #3: [approach count=4][total volume=925]
SUCCEED - Total volume greater than or equal to 800 for intersection
with four or more approaches.
--------------------------------------------------------------------------------
Approach[southbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.2]
FAIL - Vehicle-hours less than 4 for one lane approach.
Signal Warrant Rule #2: [approach volume=32]
FAIL - Approach volume less than 100 for one lane approach.
Signal Warrant Rule #3: [approach count=4][total volume=925]
SUCCEED - Total volume greater than or equal to 800 for intersection
with four or more approaches.
--------------------------------------------------------------------------------
SIGNAL WARRANT DISCLAIMER
This peak hour signal warrant analysis should be considered solely as an
"indicator" of the likelihood of an unsignalized intersection warranting
a traffic signal in the future. Intersections that exceed this warrant
are probably more likely to meet one or more of the other volume based
signal warrant (such as the 4-hour or 8-hour warrants).
The peak hour warrant analysis in this report is not intended to replace
a rigorous and complete traffic signal warrant analysis by the responsible
jurisdiction. Consideration of the other signal warrants, which is beyond
the scope of this software, may yield different results.
Peak Hour Volume Signal Warrant Report [Urban]
********************************************************************************
Intersection #1 Phar Lap Drive-Golf Course/Stevens Creek Boulevard
********************************************************************************
Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------|
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 0 1 0 1 0 1 0 1
Initial Vol: 3 0 10 21 1 10 10 426 4 4 406 30
------------|---------------||---------------||---------------||---------------|
Major Street Volume: 880
Minor Approach Volume: 32
Minor Approach Volume Threshold: 329
--------------------------------------------------------------------------------
SIGNAL WARRANT DISCLAIMER
This peak hour signal warrant analysis should be considered solely as an
"indicator" of the likelihood of an unsignalized intersection warranting
a traffic signal in the future. Intersections that exceed this warrant
are probably more likely to meet one or more of the other volume based
signal warrant (such as the 4-hour or 8-hour warrants).
The peak hour warrant analysis in this report is not intended to replace
a rigorous and complete traffic signal warrant analysis by the responsible
jurisdiction. Consideration of the other signal warrants, which is beyond
the scope of this software, may yield different results.
134
COMPARE Fri Oct 17 15:43:25 2014 Page 3-5
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK
Stevens Creek Corridor Master Plan EIR
SJ14-1512
Fehr & Peers
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Existing Commute PM - October 2014
Intersection #1: Phar Lap Drive-Golf Course/Stevens Creek Boulevard
Signal=Stop/Rights=Include
Final Vol: 13 1 11
Lanes: 0 0 1! 0 0
Signal=Uncontrol
Signal=Uncontrol
Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
38
1
Cycle Time (sec): 100
1
30
0
Loss Time (sec): 0
0
875 0 Critical V/C: 0.101 1 437
1
Avg Crit Del (sec/veh): 1.0
0
2 0
Avg Delay (sec/veh): 1.0
1 8
LOS: D
Lanes: 0 0 1! 0 0
Final Vol: 3 0 12
Signal=Stop/Rights=Include
Street Name: Phar Lap Drive-Golf Course Stevens Creek Blvd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Volume Module:5:15-6:15p
Base Vol: 3 0 12 11 1 13 38 875 2 8 437 30
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 3 0 12 11 1 13 38 875 2 8 437 30
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 3 0 12 11 1 13 38 875 2 8 437 30
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 3 0 12 11 1 13 38 875 2 8 437 30
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 3 0 12 11 1 13 38 875 2 8 437 30
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 7.1 6.5 6.2 7.1 6.5 6.2 4.1 xxxx xxxxx 4.1 xxxx xxxxx
FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 1427 1435 876 1411 1406 437 467 xxxx xxxxx 877 xxxx xxxxx
Potent Cap.: 114 135 351 117 140 624 1105 xxxx xxxxx 779 xxxx xxxxx
Move Cap.: 107 129 351 109 134 624 1105 xxxx xxxxx 779 xxxx xxxxx
Volume/Cap: 0.03 0.00 0.03 0.10 0.01 0.02 0.03 xxxx xxxx 0.01 xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx 0.0 xxxx xxxxx
Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.4 xxxx xxxxx 9.7 xxxx xxxxx
LOS by Move: * * * * * * A * * A * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: xxxx 241 xxxxx xxxx 194 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
SharedQueue:xxxxx 0.2 xxxxx xxxxx 0.4 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel:xxxxx 20.9 xxxxx xxxxx 26.3 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: * C * * D * * * * * * *
ApproachDel: 20.9 26.3 xxxxxx xxxxxx
ApproachLOS: C D * *
Note: Queue reported is the number of cars per lane.
Peak Hour Delay Signal Warrant Report
********************************************************************************
Intersection #1 Phar Lap Drive-Golf Course/Stevens Creek Boulevard
********************************************************************************
Future Volume Alternative: Peak Hour Warrant NOT Met
135
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Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK
------------|---------------||---------------||---------------||---------------|
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 0 1 0 1 0 1 0 1
Initial Vol: 3 0 12 11 1 13 38 875 2 8 437 30
ApproachDel: 20.9 26.3 xxxxxx xxxxxx
------------|---------------||---------------||---------------||---------------|
Approach[northbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.1]
FAIL - Vehicle-hours less than 4 for one lane approach.
Signal Warrant Rule #2: [approach volume=15]
FAIL - Approach volume less than 100 for one lane approach.
Signal Warrant Rule #3: [approach count=4][total volume=1430]
SUCCEED - Total volume greater than or equal to 800 for intersection
with four or more approaches.
--------------------------------------------------------------------------------
Approach[southbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.2]
FAIL - Vehicle-hours less than 4 for one lane approach.
Signal Warrant Rule #2: [approach volume=25]
FAIL - Approach volume less than 100 for one lane approach.
Signal Warrant Rule #3: [approach count=4][total volume=1430]
SUCCEED - Total volume greater than or equal to 800 for intersection
with four or more approaches.
--------------------------------------------------------------------------------
SIGNAL WARRANT DISCLAIMER
This peak hour signal warrant analysis should be considered solely as an
"indicator" of the likelihood of an unsignalized intersection warranting
a traffic signal in the future. Intersections that exceed this warrant
are probably more likely to meet one or more of the other volume based
signal warrant (such as the 4-hour or 8-hour warrants).
The peak hour warrant analysis in this report is not intended to replace
a rigorous and complete traffic signal warrant analysis by the responsible
jurisdiction. Consideration of the other signal warrants, which is beyond
the scope of this software, may yield different results.
Peak Hour Volume Signal Warrant Report [Urban]
********************************************************************************
Intersection #1 Phar Lap Drive-Golf Course/Stevens Creek Boulevard
********************************************************************************
Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------|
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 0 1 0 1 0 1 0 1
Initial Vol: 3 0 12 11 1 13 38 875 2 8 437 30
------------|---------------||---------------||---------------||---------------|
Major Street Volume: 1390
Minor Approach Volume: 25
Minor Approach Volume Threshold: 171
--------------------------------------------------------------------------------
SIGNAL WARRANT DISCLAIMER
This peak hour signal warrant analysis should be considered solely as an
"indicator" of the likelihood of an unsignalized intersection warranting
a traffic signal in the future. Intersections that exceed this warrant
are probably more likely to meet one or more of the other volume based
signal warrant (such as the 4-hour or 8-hour warrants).
The peak hour warrant analysis in this report is not intended to replace
a rigorous and complete traffic signal warrant analysis by the responsible
jurisdiction. Consideration of the other signal warrants, which is beyond
the scope of this software, may yield different results.
136
COMPARE Fri Oct 17 15:43:25 2014 Page 3-7
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK
Stevens Creek Corridor Master Plan EIR
SJ14-1512
Fehr & Peers
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM - May 2014
Intersection #2: Orange Avenue-Mann Drive/Stevens Creek Boulevard
Signal=Permit/Rights=Include
Final Vol: 8 13 92
Lanes: 0 0 1! 0 0
Signal=Permit
Signal=Permit
Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
2
1
Cycle Time (sec): 90
1
31
0
Loss Time (sec): 6
0
431 0 Critical V/C: 0.546 1 819***
1
Avg Crit Del (sec/veh): 8.8
0
25 0
Avg Delay (sec/veh): 8.8
1 33
LOS: A
Lanes: 0 0 1! 0 0
Final Vol: 40 6*** 91
Signal=Permit/Rights=Include
Street Name: Orange Avenue-Mann Drive Stevens Creek Boulevard
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 40 6 91 92 13 8 2 431 25 33 819 31
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 40 6 91 92 13 8 2 431 25 33 819 31
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 40 6 91 92 13 8 2 431 25 33 819 31
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 40 6 91 92 13 8 2 431 25 33 819 31
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 40 6 91 92 13 8 2 431 25 33 819 31
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 40 6 91 92 13 8 2 431 25 33 819 31
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.95 0.95 0.92 1.00 0.92
Lanes: 0.29 0.04 0.67 0.81 0.12 0.07 1.00 0.95 0.05 1.00 1.00 1.00
Final Sat.: 511 77 1162 1425 201 124 1750 1701 99 1750 1900 1750
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.08 0.08 0.08 0.06 0.06 0.06 0.00 0.25 0.25 0.02 0.43 0.02
Crit Moves: **** ****
Green Time: 12.9 12.9 12.9 12.9 12.9 12.9 71.1 71.1 71.1 71.1 71.1 71.1
Volume/Cap: 0.55 0.55 0.55 0.45 0.45 0.45 0.00 0.32 0.32 0.02 0.55 0.02
Delay/Veh: 38.3 38.3 38.3 36.6 36.6 36.6 2.0 2.8 2.8 2.0 3.9 2.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 38.3 38.3 38.3 36.6 36.6 36.6 2.0 2.8 2.8 2.0 3.9 2.0
LOS by Move: D+ D+ D+ D+ D+ D+ A A A A A A
HCM2k95thQ: 9 9 9 7 7 7 0 8 8 0 16 0
Note: Queue reported is the number of cars per lane.
137
COMPARE Fri Oct 17 15:43:25 2014 Page 3-8
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK
Stevens Creek Corridor Master Plan EIR
SJ14-1512
Fehr & Peers
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing School PM - October 2014
Intersection #2: Orange Avenue-Mann Drive/Stevens Creek Boulevard
Signal=Permit/Rights=Include
Final Vol: 12 16 41
Lanes: 0 0 1! 0 0
Signal=Permit
Signal=Permit
Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
8
1
Cycle Time (sec): 100
1
52
0
Loss Time (sec): 6
0
426*** 0 Critical V/C: 0.362 1 388
1
Avg Crit Del (sec/veh): 12.3
0
37 0
Avg Delay (sec/veh): 10.2
1 78
LOS: B+
Lanes: 0 0 1! 0 0
Final Vol: 44 12*** 89
Signal=Permit/Rights=Include
Street Name: Orange Avenue-Mann Drive Stevens Creek Boulevard
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 44 12 89 41 16 12 8 426 37 78 388 52
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 44 12 89 41 16 12 8 426 37 78 388 52
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 44 12 89 41 16 12 8 426 37 78 388 52
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 44 12 89 41 16 12 8 426 37 78 388 52
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 44 12 89 41 16 12 8 426 37 78 388 52
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 44 12 89 41 16 12 8 426 37 78 388 52
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.95 0.95 0.92 1.00 0.92
Lanes: 0.30 0.08 0.62 0.60 0.23 0.17 1.00 0.92 0.08 1.00 1.00 1.00
Final Sat.: 531 145 1074 1040 406 304 1750 1656 144 1750 1900 1750
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.08 0.08 0.08 0.04 0.04 0.04 0.00 0.26 0.26 0.04 0.20 0.03
Crit Moves: **** ****
Green Time: 22.9 22.9 22.9 22.9 22.9 22.9 71.1 71.1 71.1 71.1 71.1 71.1
Volume/Cap: 0.36 0.36 0.36 0.17 0.17 0.17 0.01 0.36 0.36 0.06 0.29 0.04
Delay/Veh: 33.0 33.0 33.0 31.1 31.1 31.1 4.2 5.8 5.8 4.4 5.4 4.3
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 33.0 33.0 33.0 31.1 31.1 31.1 4.2 5.8 5.8 4.4 5.4 4.3
LOS by Move: C- C- C- C C C A A A A A A
HCM2k95thQ: 8 8 8 4 4 4 0 11 11 2 9 1
Note: Queue reported is the number of cars per lane.
138
COMPARE Fri Oct 17 15:43:25 2014 Page 3-9
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK
Stevens Creek Corridor Master Plan EIR
SJ14-1512
Fehr & Peers
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing Commute PM - October 2014
Intersection #2: Orange Avenue-Mann Drive/Stevens Creek Boulevard
Signal=Permit/Rights=Include
Final Vol: 2 9*** 102
Lanes: 0 0 1! 0 0
Signal=Permit
Signal=Permit
Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
10
1
Cycle Time (sec): 100
1
73
0
Loss Time (sec): 6
0
827*** 0 Critical V/C: 0.620 1 460
1
Avg Crit Del (sec/veh): 8.5
0
106 0
Avg Delay (sec/veh): 7.6
1 72
LOS: A
Lanes: 0 0 1! 0 0
Final Vol: 23 4 47
Signal=Permit/Rights=Include
Street Name: Orange Avenue-Mann Drive Stevens Creek Boulevard
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 23 4 47 102 9 2 10 827 106 72 460 73
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 23 4 47 102 9 2 10 827 106 72 460 73
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 23 4 47 102 9 2 10 827 106 72 460 73
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 23 4 47 102 9 2 10 827 106 72 460 73
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 23 4 47 102 9 2 10 827 106 72 460 73
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 23 4 47 102 9 2 10 827 106 72 460 73
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.95 0.95 0.92 1.00 0.92
Lanes: 0.31 0.05 0.64 0.90 0.08 0.02 1.00 0.89 0.11 1.00 1.00 1.00
Final Sat.: 544 95 1111 1580 139 31 1750 1595 205 1750 1900 1750
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.04 0.04 0.04 0.06 0.06 0.06 0.01 0.52 0.52 0.04 0.24 0.04
Crit Moves: **** ****
Green Time: 10.4 10.4 10.4 10.4 10.4 10.4 83.6 83.6 83.6 83.6 83.6 83.6
Volume/Cap: 0.41 0.41 0.41 0.62 0.62 0.62 0.01 0.62 0.62 0.05 0.29 0.05
Delay/Veh: 43.4 43.4 43.4 49.3 49.3 49.3 1.4 3.6 3.6 1.4 1.9 1.4
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 43.4 43.4 43.4 49.3 49.3 49.3 1.4 3.6 3.6 1.4 1.9 1.4
LOS by Move: D D D D D D A A A A A A
HCM2k95thQ: 6 6 6 9 9 9 0 20 20 1 6 1
Note: Queue reported is the number of cars per lane.
139
COMPARE Fri Oct 17 15:43:25 2014 Page 3-10
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK
Stevens Creek Corridor Master Plan EIR
SJ14-1512
Fehr & Peers
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Existing AM - May 2014
Intersection #3: Byrne Avenue/McClellan Road
Signal=Stop/Rights=Include
Final Vol: 22 0 37
Lanes: 0 0 1! 0 0
Signal=Uncontrol
Signal=Uncontrol
Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
44
0
Cycle Time (sec): 100
0
20
0
Loss Time (sec): 0
1
97 1! Critical V/C: 0.063 0 215
0
Avg Crit Del (sec/veh): 2.3
0
0 0
Avg Delay (sec/veh): 2.3
0 0
LOS: B
Lanes: 0 0 0 0 0
Final Vol: 0 0 0
Signal=Stop/Rights=Include
Street Name: Byrne Avneue McClellan Road
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Volume Module:8-9
Base Vol: 0 0 0 37 0 22 44 97 0 0 215 20
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 37 0 22 44 97 0 0 215 20
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 0 0 37 0 22 44 97 0 0 215 20
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 0 0 37 0 22 44 97 0 0 215 20
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 0 0 37 0 22 44 97 0 0 215 20
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp:xxxxx xxxx xxxxx 6.4 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx
FollowUpTim:xxxxx xxxx xxxxx 3.5 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: xxxx xxxx xxxxx 410 410 225 235 xxxx xxxxx xxxx xxxx xxxxx
Potent Cap.: xxxx xxxx xxxxx 602 534 819 1344 xxxx xxxxx xxxx xxxx xxxxx
Move Cap.: xxxx xxxx xxxxx 586 517 819 1344 xxxx xxxxx xxxx xxxx xxxxx
Volume/Cap: xxxx xxxx xxxx 0.06 0.00 0.03 0.03 xxxx xxxx xxxx xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx
Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.8 xxxx xxxxx xxxxx xxxx xxxxx
LOS by Move: * * * * * * A * * * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: xxxx xxxx xxxxx xxxx 656 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
SharedQueue:xxxxx xxxx xxxxx xxxxx 0.3 xxxxx 0.1 xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel:xxxxx xxxx xxxxx xxxxx 11.0 xxxxx 7.8 xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: * * * * B * A * * * * *
ApproachDel: xxxxxx 11.0 xxxxxx xxxxxx
ApproachLOS: * B * *
Note: Queue reported is the number of cars per lane.
Peak Hour Delay Signal Warrant Report
********************************************************************************
Intersection #3 Byrne Avenue/McClellan Road
********************************************************************************
Future Volume Alternative: Peak Hour Warrant NOT Met
140
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Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK
------------|---------------||---------------||---------------||---------------|
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0
Initial Vol: 0 0 0 37 0 22 44 97 0 0 215 20
ApproachDel: xxxxxx 11.0 xxxxxx xxxxxx
------------|---------------||---------------||---------------||---------------|
Approach[southbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.2]
FAIL - Vehicle-hours less than 4 for one lane approach.
Signal Warrant Rule #2: [approach volume=59]
FAIL - Approach volume less than 100 for one lane approach.
Signal Warrant Rule #3: [approach count=3][total volume=435]
FAIL - Total volume less than 650 for intersection
with less than four approaches.
--------------------------------------------------------------------------------
SIGNAL WARRANT DISCLAIMER
This peak hour signal warrant analysis should be considered solely as an
"indicator" of the likelihood of an unsignalized intersection warranting
a traffic signal in the future. Intersections that exceed this warrant
are probably more likely to meet one or more of the other volume based
signal warrant (such as the 4-hour or 8-hour warrants).
The peak hour warrant analysis in this report is not intended to replace
a rigorous and complete traffic signal warrant analysis by the responsible
jurisdiction. Consideration of the other signal warrants, which is beyond
the scope of this software, may yield different results.
Peak Hour Volume Signal Warrant Report [Urban]
********************************************************************************
Intersection #3 Byrne Avenue/McClellan Road
********************************************************************************
Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------|
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0
Initial Vol: 0 0 0 37 0 22 44 97 0 0 215 20
------------|---------------||---------------||---------------||---------------|
Major Street Volume: 376
Minor Approach Volume: 59
Minor Approach Volume Threshold: 480
--------------------------------------------------------------------------------
SIGNAL WARRANT DISCLAIMER
This peak hour signal warrant analysis should be considered solely as an
"indicator" of the likelihood of an unsignalized intersection warranting
a traffic signal in the future. Intersections that exceed this warrant
are probably more likely to meet one or more of the other volume based
signal warrant (such as the 4-hour or 8-hour warrants).
The peak hour warrant analysis in this report is not intended to replace
a rigorous and complete traffic signal warrant analysis by the responsible
jurisdiction. Consideration of the other signal warrants, which is beyond
the scope of this software, may yield different results.
141
COMPARE Fri Oct 17 15:43:25 2014 Page 3-12
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK
Stevens Creek Corridor Master Plan EIR
SJ14-1512
Fehr & Peers
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Existing School PM - October 2014
Intersection #3: Byrne Avenue/McClellan Road
Signal=Stop/Rights=Include
Final Vol: 52 0 42
Lanes: 0 0 1! 0 0
Signal=Uncontrol
Signal=Uncontrol
Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
34
0
Cycle Time (sec): 100
0
63
0
Loss Time (sec): 0
1
159 1! Critical V/C: 0.076 0 196
0
Avg Crit Del (sec/veh): 2.4
0
0 0
Avg Delay (sec/veh): 2.4
0 0
LOS: B
Lanes: 0 0 0 0 0
Final Vol: 0 0 0
Signal=Stop/Rights=Include
Street Name: Byrne Avneue McClellan Road
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 0 0 42 0 52 34 159 0 0 196 63
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 42 0 52 34 159 0 0 196 63
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 0 0 42 0 52 34 159 0 0 196 63
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 0 0 42 0 52 34 159 0 0 196 63
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 0 0 42 0 52 34 159 0 0 196 63
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp:xxxxx xxxx xxxxx 6.4 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx
FollowUpTim:xxxxx xxxx xxxxx 3.5 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: xxxx xxxx xxxxx 455 455 228 259 xxxx xxxxx xxxx xxxx xxxxx
Potent Cap.: xxxx xxxx xxxxx 567 505 817 1317 xxxx xxxxx xxxx xxxx xxxxx
Move Cap.: xxxx xxxx xxxxx 556 491 817 1317 xxxx xxxxx xxxx xxxx xxxxx
Volume/Cap: xxxx xxxx xxxx 0.08 0.00 0.06 0.03 xxxx xxxx xxxx xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx
Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.8 xxxx xxxxx xxxxx xxxx xxxxx
LOS by Move: * * * * * * A * * * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: xxxx xxxx xxxxx xxxx 675 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
SharedQueue:xxxxx xxxx xxxxx xxxxx 0.5 xxxxx 0.1 xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel:xxxxx xxxx xxxxx xxxxx 11.2 xxxxx 7.8 xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: * * * * B * A * * * * *
ApproachDel: xxxxxx 11.2 xxxxxx xxxxxx
ApproachLOS: * B * *
Note: Queue reported is the number of cars per lane.
Peak Hour Delay Signal Warrant Report
********************************************************************************
Intersection #3 Byrne Avenue/McClellan Road
********************************************************************************
Future Volume Alternative: Peak Hour Warrant NOT Met
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------------|---------------||---------------||---------------||---------------|
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0
Initial Vol: 0 0 0 42 0 52 34 159 0 0 196 63
ApproachDel: xxxxxx 11.2 xxxxxx xxxxxx
------------|---------------||---------------||---------------||---------------|
Approach[southbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.3]
FAIL - Vehicle-hours less than 4 for one lane approach.
Signal Warrant Rule #2: [approach volume=94]
FAIL - Approach volume less than 100 for one lane approach.
Signal Warrant Rule #3: [approach count=3][total volume=546]
FAIL - Total volume less than 650 for intersection
with less than four approaches.
--------------------------------------------------------------------------------
SIGNAL WARRANT DISCLAIMER
This peak hour signal warrant analysis should be considered solely as an
"indicator" of the likelihood of an unsignalized intersection warranting
a traffic signal in the future. Intersections that exceed this warrant
are probably more likely to meet one or more of the other volume based
signal warrant (such as the 4-hour or 8-hour warrants).
The peak hour warrant analysis in this report is not intended to replace
a rigorous and complete traffic signal warrant analysis by the responsible
jurisdiction. Consideration of the other signal warrants, which is beyond
the scope of this software, may yield different results.
Peak Hour Volume Signal Warrant Report [Urban]
********************************************************************************
Intersection #3 Byrne Avenue/McClellan Road
********************************************************************************
Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------|
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0
Initial Vol: 0 0 0 42 0 52 34 159 0 0 196 63
------------|---------------||---------------||---------------||---------------|
Major Street Volume: 452
Minor Approach Volume: 94
Minor Approach Volume Threshold: 431
--------------------------------------------------------------------------------
SIGNAL WARRANT DISCLAIMER
This peak hour signal warrant analysis should be considered solely as an
"indicator" of the likelihood of an unsignalized intersection warranting
a traffic signal in the future. Intersections that exceed this warrant
are probably more likely to meet one or more of the other volume based
signal warrant (such as the 4-hour or 8-hour warrants).
The peak hour warrant analysis in this report is not intended to replace
a rigorous and complete traffic signal warrant analysis by the responsible
jurisdiction. Consideration of the other signal warrants, which is beyond
the scope of this software, may yield different results.
143
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Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK
Stevens Creek Corridor Master Plan EIR
SJ14-1512
Fehr & Peers
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Existing Commute PM - October 2014
Intersection #3: Byrne Avenue/McClellan Road
Signal=Stop/Rights=Include
Final Vol: 19 0 40
Lanes: 0 0 1! 0 0
Signal=Uncontrol
Signal=Uncontrol
Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
2
0
Cycle Time (sec): 100
0
18
0
Loss Time (sec): 0
1
234 1! Critical V/C: 0.068 0 177
0
Avg Crit Del (sec/veh): 1.4
0
0 0
Avg Delay (sec/veh): 1.4
0 0
LOS: B
Lanes: 0 0 0 0 0
Final Vol: 0 0 0
Signal=Stop/Rights=Include
Street Name: Byrne Avneue McClellan Road
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 0 0 40 0 19 2 234 0 0 177 18
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 40 0 19 2 234 0 0 177 18
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 0 0 40 0 19 2 234 0 0 177 18
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 0 0 40 0 19 2 234 0 0 177 18
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 0 0 40 0 19 2 234 0 0 177 18
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp:xxxxx xxxx xxxxx 6.4 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx
FollowUpTim:xxxxx xxxx xxxxx 3.5 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: xxxx xxxx xxxxx 424 424 186 195 xxxx xxxxx xxxx xxxx xxxxx
Potent Cap.: xxxx xxxx xxxxx 591 525 861 1390 xxxx xxxxx xxxx xxxx xxxxx
Move Cap.: xxxx xxxx xxxxx 590 524 861 1390 xxxx xxxxx xxxx xxxx xxxxx
Volume/Cap: xxxx xxxx xxxx 0.07 0.00 0.02 0.00 xxxx xxxx xxxx xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx
Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx
LOS by Move: * * * * * * A * * * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: xxxx xxxx xxxxx xxxx 657 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
SharedQueue:xxxxx xxxx xxxxx xxxxx 0.3 xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel:xxxxx xxxx xxxxx xxxxx 11.0 xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: * * * * B * A * * * * *
ApproachDel: xxxxxx 11.0 xxxxxx xxxxxx
ApproachLOS: * B * *
Note: Queue reported is the number of cars per lane.
Peak Hour Delay Signal Warrant Report
********************************************************************************
Intersection #3 Byrne Avenue/McClellan Road
********************************************************************************
Future Volume Alternative: Peak Hour Warrant NOT Met
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------------|---------------||---------------||---------------||---------------|
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0
Initial Vol: 0 0 0 40 0 19 2 234 0 0 177 18
ApproachDel: xxxxxx 11.0 xxxxxx xxxxxx
------------|---------------||---------------||---------------||---------------|
Approach[southbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.2]
FAIL - Vehicle-hours less than 4 for one lane approach.
Signal Warrant Rule #2: [approach volume=59]
FAIL - Approach volume less than 100 for one lane approach.
Signal Warrant Rule #3: [approach count=3][total volume=490]
FAIL - Total volume less than 650 for intersection
with less than four approaches.
--------------------------------------------------------------------------------
SIGNAL WARRANT DISCLAIMER
This peak hour signal warrant analysis should be considered solely as an
"indicator" of the likelihood of an unsignalized intersection warranting
a traffic signal in the future. Intersections that exceed this warrant
are probably more likely to meet one or more of the other volume based
signal warrant (such as the 4-hour or 8-hour warrants).
The peak hour warrant analysis in this report is not intended to replace
a rigorous and complete traffic signal warrant analysis by the responsible
jurisdiction. Consideration of the other signal warrants, which is beyond
the scope of this software, may yield different results.
Peak Hour Volume Signal Warrant Report [Urban]
********************************************************************************
Intersection #3 Byrne Avenue/McClellan Road
********************************************************************************
Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------|
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0
Initial Vol: 0 0 0 40 0 19 2 234 0 0 177 18
------------|---------------||---------------||---------------||---------------|
Major Street Volume: 431
Minor Approach Volume: 59
Minor Approach Volume Threshold: 444
--------------------------------------------------------------------------------
SIGNAL WARRANT DISCLAIMER
This peak hour signal warrant analysis should be considered solely as an
"indicator" of the likelihood of an unsignalized intersection warranting
a traffic signal in the future. Intersections that exceed this warrant
are probably more likely to meet one or more of the other volume based
signal warrant (such as the 4-hour or 8-hour warrants).
The peak hour warrant analysis in this report is not intended to replace
a rigorous and complete traffic signal warrant analysis by the responsible
jurisdiction. Consideration of the other signal warrants, which is beyond
the scope of this software, may yield different results.
145
Stevens Creek Corridor Master Plan | 1
DEMOGRAPHIC &
RECREATION TRENDS
Introduction
The Demographics and Recreation Trends Analysis helps inform decision-making processes in
terms of understanding changes in user preference of spaces, facilities and recreation pursuits
over time. Populations are dynamic: people move in and out of a community, people who stay in
a community age, and people are born and die every day. Demographic shifts can result in
changes in consumer preferences, including for recreation.
This document presents a population profile for Cupertino, covering population projections,
income, employment, household composition, ethnicity, and age; and findings on recreation
trends related to demographics. Additional recreation trends that affect facility planning and
design will be addressed in a subsequent work product.
Cupertino’s Population Profile
The following sections detail demographic characteristics and trends in Cupertino, including
how the city has changed and grown in recent years, which will inform the subsequent
project needs analysis. Demographic data were compiled from the 2010 U.S. Census
Decennial Census and 2008-2012 American Community Survey (ACS). The ACS publishes
estimates of demographic conditions for geographies the size of Cupertino based on
statistical sampling conducted continuously over a three-year period. While these data
cannot represent conditions at a specific point in time, as in the previous decennial
censuses, they are updated on an annual basis and offer a valuable means to compare
characteristics across geographies. Estimated future changes in population, households, and
employment were based on projections provided by the Association of Bay Area
Governments (ABAG). To the extent that data are available, information is presented for
Cupertino along with comparative information for Santa Clara County and the nine-county
Bay Area. The base year of the demographic analysis is 2010 to facilitate comparisons and
for consistency with ABAG forecasts.
Population
Between 2000 and 2010, the rate of population and household growth in Cupertino
surpassed the growth rate in surrounding areas. As shown in Table 1, Cupertino had a
population of 58,302 residents and 20,181 households in 2010. These figures represent a 15
percent increase in population and an 11 percent increase in households since 2000,
significantly higher than the rate of growth in Santa Clara County (six percent increase in
population; seven percent increase in households) and the Bay Area (five percent increase in
population; six percent increase in households). A portion of this population growth can be
attributed to the City’s annexation of 168 acres of land between 2000 and 2008. Cupertino’s
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DEMOGRAPHIC AND RECREATION TRENDS ANALYSIS
2 | December 2014
annexation of Garden Gate, Monta Vista, and scattered County “islands” added 1,600 new
residents. After removing the population increases from these annexations, the City of
Cupertino experienced a 12 percent increase in its population during the previous decade.
Overall, the state of California’s population grew at a similar rate to Cupertino, with an
overall increase of 10 percent. For 2013, the population of Cupertino is estimated to be
60,189. According to Department of Finance figures, the population was 59,946 as of
January 1, 2014.
Table 1: Population and Household Trends, 2000-2010
2000 2010
Percent
Change
2000-2010
Cupertino Population 50,546 58,302 15.3%
Households 18,204 20,181 10.9%
Santa Clara County
Population 1,682,585 1,781,642 5.9%
Households 565,863 604,204 6.8%
Bay Area (a) Population 6,783,760 7,150,739 5.4%
Households 2,466,019 2,608,023 5.8%
California Population 33,871,648 37,253,956 (b) 10.0%
Households 11,502,870 12,577,498 (b) 9.3%
Notes:
(a) The nine-county Bay Area includes Alameda, Contra Costa, Marin, Napa, San Francisco, San
Mateo, Santa Clara, Solano, and Sonoma counties.
(b) Average household size and household type figures from American Community Survey (ACS),
2007-2011.
Sources: U.S. Census 2000 & 2010; BAE, 2013.
Household Composition
Households in Cupertino tend to about the same size as Santa Clara County, but slightly
larger than average for the Bay Area as a whole. In 2010, the average household size was
approximately 2.9 persons in Santa Clara County and in the overall State of California, as
shown in Table 2. Cupertino has an average of 2.83 persons per household, slightly lower
than the county and state averages. According to data from the Association of Bay Area
Governments (ABAG), Cupertino has a larger proportion of family households and
households with children than Santa Clara County and the Bay Area. Family households
accounted for more than three-quarters of all Cupertino households (approximately 78
percent) in 2010, compared to 71 percent of households in Santa Clara County and 65
percent of households in the Bay Area. Close to half of all family households in Cupertino
(46 percent) included children under the age of 18, compared to approximately one third in
Santa Clara County (35 percent) and the Bay Area (30 percent). The large and growing
number of households with children in Cupertino is due largely to the highly rated school
districts that serve the city.
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DEMOGRAPHIC AND RECREATION TRENDS ANALYSIS
Stevens Creek Corridor Master Plan | 3
Household characteristics suggest recent demographic shifts in Cupertino, leading to larger
household sizes, more families, and more households with children. The average household
size in Cupertino increased from 2.75 persons in 2000 to 2.83 persons in 2010, while the
average household size was essentially unchanged in the Bay Area. The proportion of family
households and households with children also increased between 2000 and 2010 in
Cupertino while changing only slightly in Santa Clara County and the Bay Area.
Table 2: Household Composition, 2000-2010
2000 2010
Percent
Change
2000-2010
Cupertino Household Size 2.75 2.83 2.9%
Santa Clara County
Household Size 2.92 2.89 -1.0%
Bay Area (a) Household Size 2.69 2.69 0%
California Household Size 2.87 2.91 1.4%
Source: American Community Survey (ACS), 2007-2011
Age Distribution
Census data, as summarized by ABAG, indicates that Cupertino residents have a slightly
higher median age than residents in the region, and the city has a significantly different
distribution of age cohorts. In 2010, the median age in Cupertino was 39.9, compared to
36.2 in Santa Clara County. Looking at the age cohorts, as shown in Table 3, Cupertino has a
high proportion of children under 18 (28 percent of the population in 2010, compared to 24
percent in the county and 22 percent in the region) and adults in the 35 to 64 years-of-age
cohort (46 percent of the population in 2010, compared to 41 percent in the county and 42
percent in the region). Conversely, the city has a lower proportion of adults in the 18 to 34
years-of-age cohort, which accounted for only 14 percent of the population in Cupertino and
24 percent of the population in the county. These data demonstrate that Cupertino is
primarily populated by families with children and that young adults do not comprise a large
portion of the population, though there is a significant adult and middle-aged population.
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DEMOGRAPHIC AND RECREATION TRENDS ANALYSIS
4 | December 2014
Table 3: Age Distribution, 2000-2010
Age Cohort
City of Cupertino Santa Clara County
2000 2010 2000 2010
Under 15 22.4% 22.5% 20.9% 20.2%
15 to 17 4.3% 5.1% 3.9% 3.9%
18 to 20 2.5% 2.8% 3.9% 3.8%
21 to 24 2.7% 2.8% 5.4% 5.1%
25 to 34 12.1% 8.6% 17.8% 15.1%
35 to 44 21.0% 18.2% 17.6% 15.6%
45 to 54 15.4% 17.3% 13.0% 14.8%
55 to 64 8.7% 10.2% 8.0% 10.4%
65 to 74 5.8% 6.2% 5.2% 6.0%
75 to 84 3.8% 4.0% 3.3% 3.5%
85 + 1.4% 2.2% 1.1% 1.5%
Median Age 37.9 39.9 34.0 36.2
Sources: Association of Bay Area Governments (ABAG), Housing Element Data Profiles, December 2013
Ethnicity
Cupertino differs markedly from the county and region with respect to the racial and ethnic
breakdown of the population. In 2010, almost two thirds (63 percent) of the population of
Cupertino was of Asian descent, while approximately one third of the population of Santa
Clara County and one quarter of the population of the Bay Area consisted of individuals of
Asian descent. In all three geographies, data from 2010 demonstrate a significant increase in
the Asian population compared to 2000; however, the difference is especially notable in
Cupertino, where the Asian population grew by nearly 20 percent between 2000 and 2010.
Compared to the county and region, Cupertino had a smaller share of individuals from all
other racial and ethnic groups in 2010. The city’s share of individuals of Hispanic origin (four
percent of the population) is particularly small relative to Santa Clara County (27 percent of
the population) and the region (24 percent of the population).
A sizeable portion of the population is foreign-born, which attributes to the ethnic
heterogeneity of the City. According to the ACS survey, over 29,000 residents of the City
were foreign-born, almost half of the population. Of the foreign-born population, 83% are of
Asian descent. This immigrant population is highly-educated and high-earning, with 33% of
the population being college-educated, and nearly half (47.5 percent) having obtained a
post-graduate or professional degree. Approximately 91 percent of the population speaks a
language other than English, and 34 percent reports that they speak English “less than very
well.” Typically, these foreign-born residents gravitate towards jobs in either manufacturing
or professional jobs in scientific, technical, or management positions, with more than three-
quarters (76.4 percent) earning over $75,000 per year.
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DEMOGRAPHIC AND RECREATION TRENDS ANALYSIS
Stevens Creek Corridor Master Plan | 5
Table 4: Cupertino Ethnicity, 2000-2010
Census 2000 Census 2010 Percent
change in
City
Population
2000-2010
Ethnicity Total Percent Total Percent
White 25,342 50.1% 18,270 31.3% -27.9%
Black or African American 347 0.7% 344 0.6% -0.9%
American Indian and
Alaska Native 101 0.2.% 117 0.2% 15.8%
Asian 22,462 44.4% 36,895 63.3% 64.3%
Native Hawaiian and
Other Pacific Islander 67 0.1% 54 0.1% -19.4%
Some other race 639 1.3% 670 1.1% 4.9%
Two or more races 1,588 3.1% 1,952 3.6% 22.9%
Total 50,546 100% 58,302 100% 15.3%
Hispanic or Latino
(of any race) 2,010 4.0% 2,113 3.6% 5.1%
Total Not Hispanic or
Latino 48,536 96% 56,189 96.4% 15.8%
Sources: U.S. Census 2000 & 2010, Association of Bay Area Governments (ABAG)
Household Income
Households in Cupertino earn significantly higher annual incomes than households in Santa
Clara County and the Bay Area. ABAG data indicates that the median annual household
income in Cupertino was over $124,825, approximately $36,700 higher than the median
household income in Santa Clara County ($89,064). Income disparity between Cupertino and
the region was most substantial in the high income categories. Approximately 62 percent of
all households in Cupertino had an annual income of $100,000 or more, while only 45
percent of households in Santa Clara County and 39 percent of households in the Bay Area
had an annual income of $100,000 or more.
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DEMOGRAPHIC AND RECREATION TRENDS ANALYSIS
6 | December 2014
Table 5a: Household Income Distribution, 2011
Household
Income
City of Cupertino Santa Clara County Bay Area (a)
Number Percent Number Percent Number Percent
Less than $24,999 1,844 9.1% 79,057 13.2% 404,254 15.7%
$25,000 to $49,999 1,933 9.6% 90,027 15.0% 440,575 17.1%
$50,000 to $74,999 1,965 9.7% 84,596 14.1% 403,087 15.6%
$75,000 to $99,999 1,874 9.3% 75,974 12.7% 324,123 12.6%
$100,000 or more 12,560 62.3% 269,998 45.0% 1,005,441 39.0%
Total 20,176 100% 599,652 100% 2,577,480 100%
Median Household
Income $124,825 $89,064 (b)
Per Capita Income $51,965 $40,698 (b)
Notes:
(a) Alameda, Contra Costa, Marin, Napa, San Francisco, San Mateo, Santa Clara, Solano, and Sonoma
Counties.
(b) Median income data cannot be calculated from the ACS for Bay Area.
Source: Association of Bay Area Governments (ABAG), Housing Element Data Profiles, December
2013.
Table 5b: Households by Income Category, 2010
Income Category
(% of County AMI)
City of Cupertino Santa Clara County
Households Percent Households Percent
Extremely Low (30% or less) 1,485 7.6% 75,395 12.6%
Very Low (31 to 50%) 1,320 6.7% 61,830 10.4%
Low (51 to 80%) 1,260 6.4% 56,325 9.4%
Moderate or Above (over 80%) 15,515 79.2% 403,195 67.6%
Total 19,580 100% 596,745 100%
Source: Department of Housing and Urban Development (HUD), Comprehensive Housing Affordability
Strategy (CHAS), based on American Community Survey (ACS), 2006-2010.
According to the 2008-2012 ACS estimate, Cupertino residents’ high level of educational
attainment correlates positively with a high degree of professional occupations concentrated
in management, business, science, and arts as compared with Santa Clara County or the Bay
Area. As a result of the higher percentage of management, business, science, and arts
occupations, the median earnings of those working in Cupertino (as opposed to those living
in Cupertino) is $81,000, again higher than Santa Clara County overall.
Despite enjoying a comparatively higher median household and earning income than the rest
of the county and region, 4.2 percent of individuals are living below the poverty level
according to the ACS estimate for 2008-2012.
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DEMOGRAPHIC AND RECREATION TRENDS ANALYSIS
Stevens Creek Corridor Master Plan | 7
Local Employment Opportunities
Since 2000, there has been a net increase of over 1,200 jobs held by Cupertino residents, for
a total of 25,200 employed residents in 2011. As shown in Table 6, the number of jobs held
by Cupertino residents grew by 5.2 percent between 2000 and 2011. The City of Cupertino
job growth percentage was far greater than the growth experienced by Santa Clara County
as a whole at 0.8 percent between 2000 and 2011.
Despite this overall growth, most industry sectors experienced a decline in the number of
jobs available. Between 2000 and 2011, the largest job losses in employment occurred in the
manufacturing and retail trade sectors. These decreases were offset by growth in the
professional, scientific, management, technology, administrative, and waste management
services industry, which added 1,748 jobs, and the educational, health, and social services
industry, which added 1,144 jobs. Even with the recent changes to employment sectors
during the previous decade, manufacturing remains the largest job sector for residents of
both Cupertino and Santa Clara County. As of 2011, manufacturing jobs comprise 28.1
percent of all jobs held by Cupertino residents and 19.6 percent of jobs held by residents of
Santa Clara County overall. The manufacturing sector includes the production of computer,
electronic, and communication equipment, with such major employers as Apple and Hewlett-
Packard. The largest employers in the City include: Apple (whose worldwide headquarters is
situated in Cupertino), the Cupertino Union School District, the Foothill-De Anza Community
College District, the Fremont Union High School District, and Seagate Technology.
With the 2008-2012 collapse of the financial and credit markets and the worldwide recession,
Cupertino and the broader Silicon Valley region lost some of the gains in key sectors that
were achieved between 2003 and 2007. The impacts of the economic downturn, although
serious, were somewhat localized to particular sectors and industries such as construction,
manufacturing, and retail/wholesale trade. Fortunately for Cupertino, high-tech employment
did not decline at the same rate as the rest of the economy, and long-term prospects for this
sector remain strong.
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Table 6: Jobs by Sector, 2000-2011
Industry
Sector
Cupertino Santa Clara County
2000 2011 2000 2011
Jobs
%
Total Jobs
%
Total
%
Change Jobs
%
Total Jobs
%
Total
%
Change
Agriculture,
forestry, fishing
and hunting,
and mining 76 0.3% 36 0.1% -52.6% 4,364 0.5% 4,425 0.5% 1.4%
Construction 642 2.7% 420 1.7% -34.6% 42,232 5.0% 47,005 5.5% 11.3%
Manufacturing 7,952 33.2% 7,077 28.1% -11.0% 231,784 27.5% 167,034 19.6% -27.9%
Wholesale trade 628 2.6% 545 2.2% -13.2% 25,515 3.0% 20,252 2.4% -20.6%
Retail trade 2,056 8.6% 1,540 6.1% -25.1% 83,369 9.9% 81,918 9.6% -1.7%
Transportation
and
warehousing,
and utilities 383 1.6% 425 1.7% 11.0% 23,546 2.8% 23,578 2.8% 0.1%
Information 1,462 6.1% 1,370 5.4% -6.3% 39,098 4.6% 32,627 3.8% -16.6%
Finance,
insurance, real
estate, and
rental and
leasing 1,246 5.2% 1,368 5.4% 9.8% 38,715 4.6% 44,015 5.2% 13.7%
Professional,
scientific,
management,
administrative,
and waste
management
services 4,667 19.5% 6,415 25.5% 37.5% 131,015 15.5% 152,960 18.0% 16.7%
Educational,
health, and
social services 3,063 12.8% 4,207 16.7% 37.3% 123,890 14.7% 157,349 18.5% 27.0%
Arts,
entertainment,
recreation,
accommodation
and food
services 832 3.5% 734 2.9% -11.8% 49,186 5.8% 60,638 7.1% 23.3%
Other services
(except public
administration) 590 2.5% 715 2.8% 21.2% 29,987 3.6% 36,330 4.3% 21.2%
Public
administration 362 1.5% 351 1.4% -3.0% 21,211 2.5% 22,421 2.6% 5.7%
Total 23,959 100% 25,203 100% 5.2% 843,912 100% 850,552 100% 0.8%
Sources: ACS, 2007-2011; BAE, 2013.
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Unemployment
According to unemployment data provided by the State of California Employment
Development Department, as of February 2014, the City of Cupertino had an unemployment
rate of approximately 3.9 percent. The unemployment rate for the City was less than that of
the County as a whole (6.1 percent). Since 2008, the unemployment rate has remained
stable in both the City and the County, which had unemployment rates of 3.8 percent and
6.0 percent, respectively, at that time.
Modes to Work for People 16 and Over
The ACS estimates that residents’ average about 24 minutes for their daily commute. Over
24,000 residents commute to work, with most (88 percent) utilizing a car, truck, or van as
their mode of transport. Most of these drivers (76 percent) drove alone, while 11.6 percent
carpooled. At 2 percent, public transportation usage is relatively low compared to the county
(3.3 percent) and the greater Bay Area (10 percent). Among the modes of public
transportation, buses are the most widely utilized (1 percent), while walking and biking, (2.1
and 0.9 percent respectively) comprise remaining commuters. About 5.7 percent of the
population works from home or telecommutes. Table 7 outlines the means of transportation
trends for the City.
The City is serviced by the Santa Clara Valley Transportation Authority (VTA), which provides
bus, light rail, and shuttle service for a multitude of routes and connections to transit
regional transit hubs throughout Santa Clara County. Caltrain provides regional rail services
in proximity to the City of Cupertino. Major transit freeways and highways include US Route
101, Interstate 280, and CA State Routes 85 and 82. The VTA has accommodated rush hour
traffic through the creation of Silicon Valley Express Lanes, on the SR 237/I-880. The VTA
also has a comprehensive Bicycle Program that serves residents of Santa Clara County. In
the City of Cupertino, and throughout the county, bike lanes, bike parking, and bike and
transit centers have been created to improve bicyclist and transit safety.
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Table 7: Means of Transportation to Work
City of Cupertino Santa Clara County
Transportation Mode Totals Percent Households Percent
Car/truck/or van 21,762 88% 714,507 10.4%
Drove alone 18,888 76% 630,618 76%
Carpooled 2,874 11.6% 83,889 10.2%
Public Transportation 511 2% 26,876 3.3%
Bus or trolley bus 292 1% 17,663 2.2%
Streetcar or trolley car 0 0% 1,431 0.2%
Subway or elevated 17 0.07% 1,357 0.2%
Railroad 202 0.8% 6,412 0.8%
Ferryboat 0 0% 13 0%
Taxicab 0 0% 345 0%
Motorcycle 128 0.5% 2,386 0.3%
Bicycle 232 .9% 11,777 1.4%
Walked 529 2.1% 18,011 2.2%
Other means 176 0.7% 9,653 1.2%
Worked at home 1,403 5.7% 37,267 4.5%
Total 24,741 100% 820,822 100%
Source: U.S. Census Bureau American Fact Finder, 2008-2010 data American Communities Survey,
ABAG
Population Projections
Table 8 presents population, household, and job growth projections for Cupertino, Santa
Clara County, and the nine-county Bay Area region between 2010 and 2040. The figures
represent the analysis conducted by the Association of Bay Area Governments (ABAG) using
2010 Census data and a variety of local sources.
Cupertino’s population is expected to grow by 12,898 residents—from 58,302 in 2010 to
71,200 in 2040. This translates into an increase of 22 percent over 30 years. ABAG projects
both Santa Clara County and the ABAG region to experience much larger growth (36 percent
and 31 percent over 30 years, respectively). Specifically, communities with lower housing
costs have been experiencing influxes of residents in search of comparative affordable
housing. As a community with high costs of housing, Cupertino has not experienced an influx
of residents. Instead, Cupertino’s job growth is expected to continue to outpace population
and household growth in Cupertino between 2010 and 2020, compounding the “jobs rich"
nature of the City, resulting in a jobs-to-housing ratio of 1.40 by 2020 (up from 1.29 in 2010)
but mirroring the regional average of 1.40. Furthermore, job growth is projected to level off
after 2020 to a comparable pace with population and household growth. Similar trends are
also projected for the County and the ABAG region as a whole.
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Table 8: Population, Household, and Job Projections, 2010-2040
Percent Change
2010 2020 2030 2040
2010-
2020
2020-
2030
2030-
2040
City of Cupertino
Population 58,302 62,100 66,300 71,200 6.5% 6.8% 7.4%
Households 20,181 21,460 22,750 24,040 6.3% 6.0% 5.7%
Jobs 26,090 29,960 31,220 33,110 14.8% 4.2% 6.1%
Santa Clara County
Population 1,781,642 1,977,900 2,188,500 2,423,500 11.0% 10.6% 10.7%
Households 604,204 675,670 747,070 818,400 11.8% 10.6% 9.5%
Jobs 926,270 1,091,270 1,147,020 1,229,520 17.8% 5.1% 7.2%
Bay Area (a)
Population 6,432,288 7,011,700 7,660,700 8,394,700 9.0% 9.3% 9.6%
Households 2,350,186 2,560,480 2,776,640 2,992,990 8.9% 8.4% 7.8%
Jobs 3,040,110 3,579,600 3,775,080 4,060,160 17.7% 5.5% 7.6%
Notes: (a) Alameda, Contra Costa, Marin, Napa, San Francisco, San Mateo, Santa Clara, Solano, and
Sonoma Counties.
Source: Association of Bay Area Governments (ABAG), Housing Element Data Profiles, December
2013.
Recreation Trends
As noted, the demographic composition of a community can have an impact on recreation,
including use patterns and preferences. Cupertino’s park system was built to serve a
population that was mostly white, middle class, and residing in single family homes. Today,
Cupertino’s population profile is different, though it is still a community that attracts families
with children. While single family homes remain a significant portion of the housing available,
other multi-family options are more available. In addition, the employment population has
grown significantly.
This section reviews recreation trends, at the national, state, regional and local levels.
National Trends and Issues
Each of the national trends highlighted below has implications for parks and recreation service
providers, and is seen at the regional and local levels.
Connecting Kids with Nature. Across the country there has been a movement to
connect kids with nature and the outdoors. This movement is in response to data
about the decreased time kids are spending in the outdoors compared to previous
generations. In particular, the book Nature Deficit Disorder by Richard Louv spurred a
national dialogue on this topic. According to the California Outdoor Recreation Plan
(CORP), by 2008 children between the age of 8 and 18 years were spending an
average of nearly 6.5 hours per day with electronic media. That average is likely
higher now. A growing body of research confirms that spending time in nature
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benefits children. Children who directly experience the natural world are intellectually,
emotionally, socially, spiritually and physically healthier.
The “Mainstreaming” of Outdoor Recreation. According to the Outdoor Industry
Association, a record number of Americans — 142.6 million — participated in at least
one outdoor activity and collectively and went on 12.1 billion outdoor outings in 2013.
The popularity of outdoor recreation did not wane, despite the recent economic
downturn, as retail sales of sporting goods products (equipment, footwear, clothing,
and recreational transport) still represented consumer expenditures of over $37.7
billion nationally in 2009. Not surprisingly, the Baby Boomer generation (people aged
42-60) and the millennial generation (age 30 and younger) are the largest segments
driving this new outdoor lifestyle trend. Typical activities include: camping, hiking,
biking, boating, swimming, fishing, and wildlife viewing. Today, the active outdoor
lifestyle has gone mainstream, and is characterized by an emphasis on wellness and
quality time with family and friends. To meet this new and changing demand, people
are looking for ways to be outdoors in an urban area. Due to time demands of family
and jobs, convenience and accessibility are critical, especially in urban environment.
The opportunity and challenge before parks and recreation professionals is to provide
meaningful outdoor activity in urbanized environments. Recreation-Oriented
Development is the new term for the alignment of parks, recreation and open space
to drive new investment in both urban and suburban communities and focus
development in established communities.
An Emphasis on Health and Wellness. Our nation is facing a health and wellness
crisis on many levels. People are more sedentary, resulting in high levels of obesity
and diseases such as diabetes. At the same time, they are struggling with
ever‐increasing health care costs. The health care sector itself has begun to look at
prevention as a way to increase health and reduce costs. More studies are being done
on the built environment and its impact on activity levels. Physical and mental
recreation are both equally important and two critical factors need to be considered in
the provision of outdoor recreation: (1) the need for flexibility in recreation programs,
and (2) the need to provide opportunities for stress release. The benefits of outdoor
recreation are multitudinous, as outdoor activities promote wellness, social
interaction, and a connection to the outdoors. A report for the Outdoor Resources
Review Group outlined the positive impact outdoor recreation has on health, both as
an alleviator of stress and as a means to combat obesity and similar health concerns.
For children specifically, outdoor activities at an early age can cultivate an interest
and connection with the outdoors that can last a lifetime. This is especially important
with the omnipresence of handheld devices and computers that are increasingly
prevalent in younger generations. Outdoor environments such as parks and open
spaces also promote social interaction, adding intrinsic value to communities and
environments.
Technology. Technology offers parks and recreation providers new opportunities as
well as new challenges. Technology can simultaneously provide a mass
communication tool while improving affordability, accessibility, and efficiency of
community facilities and services. Opportunities for tech‐aided recreation are growing
while a countertrend for techno‐free parks and environments also is emerging.
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Stevens Creek Corridor Master Plan | 13
Technology is adopted and embraced differently by different population groups. In a
highly educated, high income, and tech savvy community like Cupertino, there are
higher expectations around technology and communications. The populations
between the ages of 18 and 44 in particular are technologically-fluent, have come of
age during a rapid digital expansion, and will likely integrate technology into
recreational endeavors.
In addition to mobile internet access, low-cost hardware such as Global Positioning
System (GPS), wearable fitness trackers and rugged video cameras have emerged as
important technology in outdoor recreation. These widely available technologies are
adding an additional layer to the park users’ experience, allowing recording of routes,
physical achievement and video which for personal enjoyment or sharing with others.
Portable, rugged cameras (both on mobile phones and special purpose such as GoPro
video cameras) are often used to record the exploits and explorations of outdoor
enthusiasts directly from their point of view. These cameras record directly to digital
formats that can be shared online. GPS enabled devices allow for recording trip
information and advanced orienteering or geocaching. A key challenge is the rapid
change in technology, which happens at a pace faster than many public parks
agencies are accustomed to.
State and Regional Trends and Issues
A Diverse State. According to a park and recreation trend report prepared by the
California Department of Parks and Recreation (CDPR), the population of California
will approach 50 million by 2040, representing 12 percent of the nation’s population.
The population will be amongst the most diverse in the nation, attributing to 36
percent of the U.S. Asian population, 31 percent of the U.S. Hispanic and Latino
population, as well as 23% of the mixed-ethnic population. Furthermore, it will
continue to the lead the nation in the number of foreign-born people living in the
state. The youngest population, California’s K-12 demographic, will be amongst the
most culturally diverse population in the world. With technology a central facet in
their lives from birth.
Baby Boomers. Mirroring the national trend of an aging population, the senior
population in California is expected to double by 2020. According to the same CDPR
report, older populations will be “drawn to conservation and heritage causes, adding
much-needed capacity to California’s citizen-steward ranks.”
City of Cupertino Trends and Issues
General Plan Guidance. Nurturing an interest in parks, recreation, and open spaces
reinforces the goals and policies set forth by the City’s General Plan, which iterates
the importance of “building community by bringing people together in common
gathering places and tying neighborhoods together through connecting trails.”
Income Disparity. Despite having a relatively high median household income level,
Cupertino has a population of residents who are below the poverty line. This
population accounts for 4 percent of Cupertino residents.
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Employment Population. Cupertino has a significant employment population,
dominated by high tech jobs. The high tech industry is known for providing recreation
and entertainment amenities as part of the workplace environment, such as ping
pong tables, basketball courts, and social gathering spaces, as a means of attracting
and keeping talent. Nonetheless, there may be recreation needs, and this population
may be using public parks and facilities.
Master Planning Implications
This report is intended to provide a deeper understanding of who Cupertino is serving today
and who the City will be serving in the future, to inform the citywide needs assessment now
under development as well as the design program for the Stevens Creek Corridor.
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INTRODUCTION
An online survey was conducted to measure community interest and preferences for three proposed
alternatives for Stevens Creek Corridor. The open house provided the public with an opportunity to examine
and comment on options for park designs, the golf course, Stocklmeir Ranch, community gardens, play areas
and pools. Participants also had the opportunity to provide further comments regarding the alternatives and
individual elements contained within the alternatives. The questionnaire was linked to the project website and
made available to the public for one month between November 6 and December 4, 2014, and gathered 349
responses. Where percentages are provided below, they refer to the total number of participants who
responded to that particular question.1
PARK DESIGN OPTIONS
Participants were asked questions regarding three proposed design alternatives for Stevens Creek Corridor.
When asked which design was their favorite, slightly more than one-third of all participants chose Option C.
This was more than the combined number of participants who chose Option A or Option B. For each
alternative, additional questions were asked to provide feedback on why a particular option was preferred. A
summary of feedback received for each option follows.
1 Where participants were able to choose more than one response, percentages may not equal 100%.
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A comparison of the responses for each of the three options is highlighted in the following figure:
Option A
A total of 13% of participants identified Option A as their favorite design.
Why is this design your
favorite option? A B C
I like the intensity of
development in that option. 16% 50% 28%
I like the park facilities and
activities offered in that option. 87% 66% 35%
Other responses included:
good support for the community garden
engages more people
love the volleyball area
more family friendly
most democratic and community-oriented
What are your favorite features for this option?
Responses included:
obstacle challenge course
better use of the existing golf course space for recreational
activities
greater variety of recreational activities
expanded destination pool for year-round use
destination play area
adventure play area
expanded McClellan Ranch
Golf Course does not meet the future needs of the
changing demographics in Cupertino, should be removed
to reflect the needs of the next-generation
lap swimming
climbing structures and adventure course
more attractions for the youth
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Blackberry Golf Course is not environmentally friendly;
so much water is used every day to get the grass green,
and it is unnecessary with Deep Cliff Golf Course
fresh and new
multi-use sports fields
no single feature stands out, per se, but the variety of
features in Option A best reflect the wide - but changing -
demographics of Cupertino residents and what they will
want or need in coming years
survival skills
walkways connecting McClellan Ranch to Blackberry
Farm to Stevens Creek Blvd.
Option B
A total of 13% of participants identified Option B as their favorite design.
Why is this design your
favorite option? A B C
I like the intensity of
development in that option. 16% 50% 28%
I like the park facilities and
activities offered in that
option.
87% 66% 35%
Other responses included:
keep trees on golf course
keep existing golf course
golf course opened up for wider audience
no sports fields with lights
expanded community gardens
pasture land has inhospitable weeds and thistle, put good
topsoil to better use with low impact use
multi-use sports fields are too much
Option A will generate excess traffic
pool facility is ok
Option B but with no golf course
What are your favorite features for this option?
Responses included:
removing the Blue Pheasant and putting in a more
suitable facility to serve the families of Cupertino
love the adventure/nature unstructured play areas for
children
new McClellan Rd. entry point and parking
nature and off-road bike play areas
new entrance off of Stevens Creek Blvd.
possible wedding venue (house-as-kitchen) of Option A
enhanced pool facilities
natural play areas
bike skills area
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medium density development a good compromise
Golf Course improvements
keeping characteristics of the existing site but making
improvements with less intense development than Option
A, but a quite a bit more improvement over Option C
improvements to the 4-H area (would like to see the bees
included as in Option C)
improved access from Stevens Creek Blvd. without
moving the pool
seasonal bridge/trail that runs on the west side of the
creek, making a nice loop hike from McClellan Ranch
least amount of development, most open space/wooded
areas of the three options
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Option C
A total of 37% of participants identified Option C as their favorite design.
Why is this design your
favorite option? A B C
I like the intensity of
development in that option. 16% 50% 28%
I like the park facilities and
activities offered in that
option.
87% 66% 35%
Other responses included:
it doesn't disrupt the beauty of the park
most consistent with original vision for this corridor
leave the golf course, fix it
put money into fixing McClellan Ranch such as better
trails, community garden etc.
take care of what is there now before doing anything else
retain the Blue Pheasant
it is a lovely park in its current form, pause to determine
how the community reacts to it
least invasive to the wildlife in this corridor yet it still
enhances the area
keep the golf course
limit the number of people and traffic in Oak Hill Porch
area
the low intensity option is best for our community.
no vehicle access from Stevens Creek Blvd.
would like to see facility improvements focused on the
already developed areas
would like increased habitat restoration throughout
corridor
would like community gardens and nature play areas in
other parts of town
FULL restoration of Stocklmeir
wait several years to see how new trail and environmental
education center impacts visitor numbers before adding
more development
this option has the least development and changes, from
existing park
this option is the least offensive and there was no option
to choose none of them, open space is extremely precious
and you are replacing it
we have enough traffic burden on Stevens Creek Blvd.
we need more green area for the increasing residents, not
less
What are your favorite features for this option?
Responses included:
creek and native plant restoration in areas that were not
restored by Phase 1 & 2, particularly McClellan Ranch
Preserve
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continuation of Stocklmeir orchard, use of land for farm
and garden educational opportunities
restoration of historic buildings in McClellan Ranch
seasonal wetlands created in golf course, restoration and
repair of golf course
community gardens need new fencing and plumbing
no picnicking - McClellan Ranch is a nature preserve, not
a park, Blackberry Farm has a picnic area
change the area close to the Deep Cliff golf course into
more of a park/natural area, with some overflow parking
there are already enough trails/footpaths in the park
current level of development best but with attention to
historic Stocklmeir House and McClellan Ranch Barn
delighted by the restoration of the stream and ongoing
native plant restoration and would like to see this
expanded
care of already restored areas is a priority so Bermuda
grass and other invasives don't take over again
picnic pavilion by Blackberry Farm area for year round
use, provide shade in summer and protection from rain in
winter
trail to McClellan from Scenic Circle on west side of the
creek
improving existing facilities, like the McClellan Ranch
barn
maintaining how the overall corridor felt many years ago
habitat restoration in the options, would like to see more
of it in McClellan Ranch West and other less-used parts of
the park
turning the Stocklmeir property into an educational-
environmentally sustainable facility
support keeping the golf course
add "foot golf" to attract younger users as well
important to have facilities for all ages, and retired people
are among those who love golf, it balances out the entire
plan from a recreational standpoint
prefer emphasis on the more natural and historical aspects
of Stevens Creek Corridor
do not agree that every opportunity of space has to be
"development" or a "most used" scenario
believe Cupertino's development plan should actively
preserve open space, especially in the environmentally
sensitive corridor of Stevens Creek
strongly favor retention of the golf course in essentially its
present form and footprint (pitch & putt / Option B
would be a downgrade in desirability)
favor minimal additional development throughout the
corridor
this is a unique area that can't be duplicated elsewhere in
Cupertino, sports fields and other developed play areas
(Option A) already exist in many city parks and other
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areas of Cupertino; no need to eliminate the unique
amenities that already exist here in this large tract (e.g.,
golf course, natural open space) in order to just add
facilities (sports fields, developed play areas) that are
available in many neighborhoods throughout the city
retain the Blackberry Farm Golf Course in close to its
current form
keep the changes as small as possible
Option A to turn the course into playing fields is too
focused on a very limited age group.
Option B for a pitch & putt would be the worst use as it
would just be a place for practice
lower costs and good use of existing facilities
minimal development
native plant and tree nursery, added trails, meadow
restoration
this option seems to enhance access with minimum
disruption of the natural beauty
new entrance to Blackberry Farm Park on Stevens Creek
Blvd.
revamping the golf course
keep the Blue Pheasant, it is a land mark and has nice
dinning
new irrigation system for the park and least environmental
impact
Option A overhauls facilities not interested in using
sports fields would require a lot of maintenance
preserve remains protected
doesn’t include the north-south spine road.
limited access helps maintain the semi-rural feel of the
area
Stevens Creek Corridor should remain a local Cupertino
jewel, rather than make massive changes that drive lots of
bay area traffic to the area for soccer games and other
similar activities
the natural and wildlife areas are preserved more
completely
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TOP CHOICES FOR PARK ELEMENTS
Participants were given different options for three specific park elements in the three alternatives – Golf
Course, Stocklmeir Ranch and Community Garden – and asked to select their top choice for each, even if
their preferred option for one of the elements was not included in their favorite overall option.
Golf Course
Half of the participants chose “repair and enhance the existing golf course” as their top choice. That was
followed by “build a new par 3, 9 hole, family style golf course” and “remove the golf course and build multi-
use sports fields and sports courts.”
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Stocklmeir Ranch
Nearly two-thirds of the participants chose “legacy farm with agricultural uses” as their top choice. That was
followed by “special event venue with orchard garden park.”
Community Garden
Participants responded somewhat evenly to all three options. It is important to note that “reconfiguring the
existing garden,” which had the highest percentage of responses, can be accomplished alongside “establishing
new community gardens elsewhere in Cupertino,” which received the next highest percentage of responses.
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Play
Participants were shown six images for Play Options and asked to select their two favorite options for each.
Nature Play was the most popular option chosen, followed by Challenge Course, Outdoor Skills, Adventure
Play, Bike Skills and Destination Play.
Option Image Count Percentage
Nature Play
94 47%
Challenge Course
50 25%
Outdoor Skills
36 18%
Adventure Play
33 16%
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Option Image Count Percentage
Bike Skills
24 12%
Destination Play
17 8%
Pool
Participants were shown four images for Pool Options and asked to select their two favorite options for each.
The Lap Pool was the most popular option chosen, followed by Sloped Entry Pool, Spray Play and Therapy
Pool.
Option Image Count Percentage
Lap Pool
91 46%
Sloped Entry Pool
68 34%
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Spray Play
58 29%
Therapy Pool
35 18%
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OPEN-ENDED RESPONSES
Participants were given an opportunity to provide additional comments about the Stevens Creek Corridor
Master Plan options. Over 150 open-ended, individual responses were collected. These responses were coded
in order to investigate trends and potential areas where participants might have concerns. Since many of the
responses touched on multiple aspects of the Master Plan options, 351 total comments were coded. A total of
21 categories emerged from the data, and these were further summarized into six broad categories:
Participants who preferred no changes to the Stevens Creek Corridor, for reasons such as cost and
environmental maintenance,
Participants who preferred only minimal changes to the Stevens Creek Corridor, for reasons such as
a desire to merely upgrade existing facilities to environmental maintenance,
Participants who addressed overall concerns with proposals for the Stevens Creek Corridor, for
reasons such as lack of access, costs of upgrades, the impact of additional lighting and recreation
facilities, safety and transit/parking/traffic concerns,
Participants who were quite unhappy with proposals for the Stevens Creek Corridor, for reasons
such as a desire to start by fixing existing problems, dissatisfaction with all the proposals and those
who felt like the public participation process was pointless or duplicative of previous efforts,
Participants who provided a range of suggestions for improvement to both the Stevens Creek
Corridor and the Master Plan, such as expanding or improving trails, moving recreation
opportunities to East Cupertino and reducing the built environment in the Stevens Creek Corridor,
and
Participants who expressed overall satisfaction with the ideas and progress presented in the online
open house.
The following table and figure describe the prevalence of responses in each of the six categories:
Preference
for no
changes
Preference
for minimal
changes
Expressions
of overall
concerns
Displeasure
with all
proposals
Suggestions Overall
satisfaction
96 71 56 33 81 14
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APPENDIX A
Actual Responses
The complete set of open-ended responses is presented below. None have been edited for spelling, grammar,
or content but personal identifying information (name, address, telephone, email) has been removed. These
are the comments coded into the six categories previously described.
Perhaps my previous comments should have been here. I am hugely encouraged by the studies and
option presented. Well done. Not too keen on the ball field idea; and do we really need more trails
around the golfing area? Seems like the new trail is enough? I hope you will make any new trails
water permeable - new SC trail in Stocklmeir was presented to be crushed granite, but it didn't end
up that way. Crushed granite is much easier on the feet.
I just want to say that the Stevens Creek Corridor needs to be tended to carefully. Please do not
include items that do not work with a wildlife area. Let us leave a small footprint in this special area.
Reduce the golf course area and put more community garden plots there or simply convert the golf
course to the additional wooded area.
Parcourse please. Also allow volleyball at lighted sport fields.
I did not choose any of the options. I believe the city should stop building out this area and maintain
its current status as a golf course and nature area. Use the money for shuttle buses, crossing guards,
and more security. Traffic is a major issue in this area without more people coming. Stevens Creek
Blvd is still difficult to cross even with the new crosswalk. Crime, especially, home burglaries have
increased in this neighborhood. Fix the current problems before spending money on enhancements
that are not necessary or wanted.
No changes please
No changes
I have concerns regarding the extension of the Stevens Creek Trail through Cupertino. The new
2014 Stevens Creek Corridor maps depict that the Stevens Creek Trail will eventually cross over
Stevens Creek Blvd and continue down Pharlap Dr. During the 2012 Sunnyvale Feasibility Study
process there was discussion regarding running the Cupertino section of Stevens Creek Trail down
Pharlap Dr. and then building a structure to get up to the Barranca/Maxine neighborhood. Through
one of three one mile stretches, on streets in either Sunnyvale or Los Altos, to reach the Mt. View
portion of the trail at Sleeper. The Cupertino SCT extension should instead utilize its, 2006 and 2011
Bike Transportation Plans, that city council unanimously approved to improve and upgrading
existing infrastructure. One example of this would be the usage of Mary Ave in Sunnyvale to the
fifteen million dollar Don Burnett bicycle pedestrian bridge (paid for by VTA, Cupertino and
Sunnyvale funding) to Mary Ave in Cupertino, bike lane upgrades and routes to reach the Stevens
Creek Corridor safely. The SCT usage at Shoreline on weekends can be upwards of 1000 bikers and
pedestrians, more on FOSCT fundraiser days. If the SCT runs from Shoreline to McClellan Ranch
through small isolated neighborhoods with hundreds of driveways and on narrow streets, it will bring
increased neighborhood traffic due to bike commuters, bike enthusiasts groups, families biking and
walking and runners. Thus increasing the possibility of car and bike/pedestrian interactions and
accidents. Thank you, [name removed]
No changes.
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No need for additional pool. Would like expanded season for existing pool. The community garden
could be expanded. Ideally, an additional garden and pool on the opposite side of town would
eliminate traffic problems in the Stevens Creek corridor. Would like to see the golf course and club
house updated and remodeled to include a nice restaurant. Construction of any new buildings
should be architecturally similar to the buildings near the pool. A big NO for any sports
complex/soccer field!!!
As a Cupertino resident with a child, I really like the recreation options presented in Plan A. I am a
golfer, but do think it's a waste of money to redo Blackberry Farm golf course, especially given
California's drought conditions right now and the number of golf courses available in the local area.
However, I live VERY close by the Stevens Creek entrance. I would like to see how traffic would be
managed with Plan A and how parking would be regulated in the Oakdell Ranch neighborhood. I
also do NOT want the Stevens Creek trail coming through Phar Lap Drive.
Please find a way to keep the golf facilities in their current or enhanced form.
Without a cost basis, there is no way to determine which plan is best. However, money has already
been allocated for the renovation of the golf course, so that option would seem to have the least
financial cost of all of the plans. How is this financed? Is it through tax revenue or ballot initiative?
If it is through tax revenue, how about lowering taxes that we are already paying rather than taking
on an additional burden? Would the decision of which plan to go with be a ballot initiative or is it
solely up to the city council? Once plan a, b, or c is approved, is there any consideration of the
maintenance costs? The swimming pool alone is a huge investment, especially if you are talking
about being open 365 days a year, which would be the purpose of a lap pool. Besides the
maintenance issues, there needs to be a consideration of the number of additional employees
required to run the various facilities that are recommended. Bottom line-PLAN C-minimum change
and cost
None of the options are acceptable on their own. If someone in the City is pushing their own agenda
then it needs to be made public. If the City is merely following the recommendations of MIG, then
it appears MIG is pushing their own agenda, perhaps to financially benefit in some manner? Your
failure to have a public meeting where individuals can publicly express their opinion looks bad.
Seems you don't want to hear what the people really have to say because they might not say what
YOU want to hear... which leads back to someone having a hidden agenda... :(
Don't add artificial things to the natural settings
I think it is important to have access from Stevens Creek to avoid access through the neighborhood.
I don't like the new parking access from McClellan. The road is so steep and narrow there and there
are lots of kids who bike along the road to go to and from school. More traffic there makes that
street much more dangerous. Definitely do NOT like the soccer fields or the recreation areas that
look like an amusement park. It's such a beautiful natural space; let's not take that away from
Cupertino.
Please stop this project, and complete the existing plan with no additional development.
More community gardens (here or elsewhere in city) only if city hires full-time staff to manage
program.
Please protect and support the wildlife in the park! As it is, it's paradise for suburban nature lovers.
If anything, we need more habitat restoration, rather than the development of sports fields or new
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trails. We need nature education, rather than large weddings. I would love to see the development of
another alternative that addresses these issues. Thank you.
I am disappointed that we do not have a "none of the above" option. Any of the proposed
alternatives would cause harm to the creek ecosystem and the wildlife. Please start over.
I have been talking with my neighbors at the Meadows, particularly the young families. Almost
everyone said that they love the park just the way it is. It is a quiet trail, gets kids to school on bikes,
gives residents a great place to walk/jog. Several neighbors were shocked to hear that the city wants
to spend more money to bring more activities to the parks. They feel that our city parks have the
ball fields, the Sports Center has courts, and De Anza has the pool used by swim teams, as do the
high schools. By the way, the Meadows neighbors would like to see that the maintenance along our
common fence line is taken care of. The dead trees are still in front of the Stocklmeir house and the
ivy has not been taken off the oak trees along our fence line. A lot of money has been spent on the
two parks and they are great! I would agree to money being spent to use the Stocklmeir house in
some way, use the new house next to the parking lot, survey a use for the Simms property but adding
a lot of new amenities is not called for at this time. I'd like to see more walkers, etc, using the trail to
justify the need for more!
Q1: Option None. Pool: only the existing one
Thank you for soliciting input. All 3 options are tastefully done. This is a rare property which can
continue to provide a window into what this piece of the valley was like many years ago... I'm hoping
this can be preserved
Pool: What is wrong with existing pool? It just got a face lift that must have cost money. I am really
fed up with being invited to air my opinion when decisions have already been made that I know
nothing about - We voted to keep Blackberry Farm as is and we are still paying for it! Whose ideas
was it to delete golf course and put in bocce ball? Do it at Memorial Park - We already have a
problem with cars parking on Phar Lap. Can you imagine how many people would try to park there
in order to use the new facilities being proposed? Who came up with options A+B - it certainly
wasn't me - did you ask people who live around the area? What has happened about trail coming
from S’vale to Cupertino? I attended meeting last year and I've heard nothing since!
Q1: Option D No Development. Q2 Golf Course: Remove Golf course and restore habitat, add
hiking trails. The open house was very inadequate in soliciting feedback and opinions.
Questions/concerns were cut off. This was pointless.
These all take funding and personnel that are NOT being provided for McClellan Ranch. It is in
poor shape. Why try to do more when McClellan needs help?
It's pretty obvious someone in the city has a hidden agenda. Maybe the desire to pad their resume
while looking for a city manager job. Treating the community like fools is damning. We investigate!
Seriously? This is a joke, right? No Q&A? Politics!! Bad for Cupertino especially if it's made public.
Q2 Community Garden: No change to existing garden. Play: No new activity. Pool: No expansion of
existing pool. I am amazed at the amnesia implied by this study. A decade ago, Cupertino had a
massive community-wide visioning process (conveniently not mentioned by this presentation). The
decision reached was that this corridor should emphasize nature and environment, and that
automobile visits should be minimized. Now we have this study, the premise of which is that this
corridor is available for any and all recreational activities. I totally disagree! This study is misguided,
and the staff person who commissioned it should be called before the city council to explain this
waste of money.
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I want an entrance from Steven Creek with parking. I live in East Cupertino. Very hard to get to
Blackberry Farm or McClellan Ranch on a school day.
Q2 Stocklmeir Ranch: Both take money for maintenance. You can't just build it and then walk away.
We have seen the sad results of neglect! Play/Pool: None because seasonal in use if not indoors. See
front and please keep the Blue Pheasant! It provides a safe fun dance venue for this valley and thus
serves a community that goes beyond Cupertino. Please have a heart on this. Our daughter and her
husband and their two children live with us and all the play choices don't address safety bathrooms
or gated areas for the toddler group. We also care for another grandchild during the week.
Would like the plan to preserve the natural landscape and wildlife. Do not turn it into a big city park.
There are fewer areas that nature can be accessed easily.
Q2 Community Garden: (Also checked "Establish new community gardens somewhere else in
Cupertino". Q2 Pool: Lap Pool open to residence only. No changes to park. Enjoy wildlife and
nature as is! More people drives away the natural aspects of the rare site that we have in Cupertino.
Q1: Do not want any more use of the corridor at this time - no lights, no fields. Q2 Community
Garden: put additional gardens on other side of town. Existing pool at Blackberry is underutilized.
Another pool on the other side of town would be desirable
Q1: No action at this time. Q2 Golf Course: No change to the existing golf course. Q2 Play: No on
this project. None on this project. Pool: None on this project. I hike the park as is. The changes that
have been made should have a few year to be experience before we can make plan for any new
project on this sight.
Q1: None of the above. Q2: Golf Course: Or no action. Stocklmeir Ranch: No. Play: None. Why no
option for no action? Cost? Where is the cost discussion. Larger scope needed to view the entire
community"
Q1: None of the above, No change except fix the sp. Q2 Community Garden: Maybe on "Establish
new community gardens somewhere else in Cupertino". Play: Open Space, golf course as it is. I like
what we agreed upon 7 years ago. Adopt what we agreed upon 7 years ago.
Wouldn't mind seeing a small special event venue. Absolutely would like to see historical interpretive
signage along the trail and near historic sites. Preservation and utilization of historic sights would be
ideal especially with an educational component.
Play: skateboard park. Add individual picnic areas to Blackberry Farm. Please make sure the Stevens
Creek Trail project is integrated with this one. Option A is WAY too radical.
Q1: No action at this time.
Please keep as natural as possible - not too many signs
SCC should retain its natural - as per original rather than becoming overly fragmented and
intentionally developed which would detract from much need focus on a nature/holistic experience.
Over development would be serious detraction from the SCC unique contribution to an already over
developed community. Natural no instruments focus < low intensity
Please do not remove the golf course in favor of a multiuse sport complex....we already support these
activities but need more diverse activities and the green belt of a golf course continues to support the
community. I feel that there are many options for soccer and other sports in the community but less
for golf and other natural activities. We don't need more of the same.
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NONE - NO ACTION AT ALL!
NONE - NO ACTION AT ALL!
Q1: Leave as is. Q2 Golf Course: N/A Leave as is. Stocklmeir Ranch: N/A. Play: None of the
above, None. Pool: None
Q2 Golf Course: Any chance of Deep Cliff G.C. becoming available? If so, would the city buy it?
Community Garden: allow feral cats to control the rodent population.
Q1: Option D - SCCP Phase 3 - restoration of creek and riparian plant communities at McClellan
Ranch Preserve - east and wet. Restoration and repair of ranch buildings. Q2 Golf Course: seasonal
wetlands, replace over time with native plants. Community Gardens: eliminates wildlife habitat,
violates MRP mission. Put garden plots in other areas of city. Play: None appropriate for wildlife
corridor. Pool: Do not increase footprint of current pools. Q3: Prioritize restoration of McClelland
Ranch creek and riparian plant communities. 2nd priority restore and repair historic buildings.
Q1: no development or very minimal, more minimal than option C. Q2: Community Garden: expand
creek restoration efforts. Pool: none of the above. no additional pools. Q3: Building sports facilities
with lighting will not only be disruptive to nearby residents, it will harm the well-being of over 130
bird, mammal, amphibian and reptile species documented by scientists within McClellan Ranch Park.
Numerous studies have shown light pollution to be harmful to wildlife. This is a wildlife preserve and
the wildlife need to be considered in the park design.
Q1: I really don't like any of them as a whole. This is a wildlife corridor!!! Q3: We need to keep the
wildlife that live in this corridor at the top of the list. They deserve our utmost attention.
Q2 Play: Nature education and play areas. Q3: No playing fields requiring night lights. More loop
trails with benches and meditation areas here and there.
Q2 Community Garden: Also checked "Establish new community gardens somewhere else in
Cupertino". Q3: I would love to have this redesign to mesh well with a new Stevens Creek Corridor
Trail.
Plan A with retaining Blue Pheasant
Q1: Intensity=attract people. No action south of Blackberry for people. Keep McClellan Reserve as a
natural space. Q2 Stocklmeir Ranch: Maintain the Historical elements that made this "The Valley of
Hearts Delight". Play: Minimal impact to the natural environment. Q3: Keep the development and
active recreation in Blackberry. Preserve nature and minimize human footprint in McClellan.
Q2 Golf Course: Rough turf. Q3: Road off of Stevens Creek Blvd. is essential (tree lined). Stevens
Creek blvd. entrance should be a "destination" with a youth-oriented restaurant (scrape the Blue
Pheasant). "Walls" of redwood trees on borders next to homes that encroach visually into the
corridor.
Q2 Community Garden: and smaller sized plots. Play: small. Q3: The golf course could be removed,
but please no sports fields. The McClellan garden plots should be halved.
Prefer uses that do not attract large groups/crowds. Preserve "nature" feel of the park - retain some
natural, undeveloped areas. 4H and community gardens provide worthwhile community uses.
Q2 Play: Nature. Pool: No change. Q3: There are few places where you can do recreational swim.
There already are lap lanes at BBF. Keep unstructured play. There's a big pool at DeAnza. Golf - as
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courses disappear, BBF golf will be one of the few games in town. Golf could become more popular
again and BBF golf be one of the few remaining. We need a wildlife corridor!!! NO NIGHT
LIGHTS
How are these projects to be funded?
Q1: NONE. Q3: This whole exercise is probably a complete waste of time. We went through this
several years ago and NOTHING HAPPENED and THERE WAS NO FEEDBACK
please start a true public process that would allow none of the above
The golf course needs improving/updating! More people/children would play. Social activity for
adults.
Q1: (illegible) Option - Leave as is! Q3: Leave as is!
Q1: No action. Q3: We need to know more about the Stevens Creek trail impact. the community
needs to know about what is available already before new plans developed.
Q2 Pool: Keep existing pool. Q3: This project needs to be coordinated with the Stevens Creek Trail
(6 Cities) projects
Stevens Creek entrance? operating calendar for lap/masters swim
Q1: No action thank you, leave it alone. Q2 Golf Course: or remove the golf course and build
habitat for deer. Play: none thank you, we use it for birding. Pool: none thank you. Q3: Please stop
this process. Leave the area natural.
Year round swimming option would be great for local community.
Q2: SAVE $ DO NOTHING :)
Q2 Golf: "enhance" What is the meaning of the word. Q3: I don't need any of the above.
Trail is fantastic! What plans exist to extend the trail north and south?
I love to run and would really appreciate more loop trails and eventually a connection to the Stevens
Creek Trail @ Mountain View. Thank you! I would also like the lap pool with year round access.
Please do not reduce the size of our golf courrse. Not enough time to review or think about options.
My favorite things about the Option A is the challenge course, destination play, and spray play.
Option A is in my opinion the best Option!!!
No budget? No funding? No detail plans? Is not this more about the direction we want to move in,
instead of a detailed choice?
Q1: Old people hate change but they'll also be dead soon (naturally. This is NOT a threat). People
like me will be left behind. I'm only 18! Q2 Golf: Excuse me? What is a "family" golf course? No
families golf. Only rich white men do, and frankly, golfing is not a sport. Sports require physical
strain. What is strenuous about sitting in the back of a tiny go cart and being driven around? Play:
Combine these please (challenge course and outdoor skills). Pool: I choose this one twice (sloped
entry pool). Wow there are a lot of white people in Cupertino. Where do they hide? Old people (like
the guy next to me) are no fun.
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Don't do anything.
Loop hiking trails through some of the hilly areas would be lovely. Volleyball that we can use after a
rainstorm would be great. We always have to postpone games/practice b/c of rain on the field. I
don't care about the deer; there a ton of deer in my neighborhood, too many. I want a lap pool! I
would totally use that!
Q2 Golf: don't change. Q3: Keep minimal impact to neighborhood. Why did a lot of picture choices
have so much fencing?
I would like to see involvement of community groups like the Historical Society, Quota, and Rotary.
Q1: As Is, Less is more! Q2 Stocklmeir Ranch: Restore habitat, plant native trees, etc. Community
Garden: also establish new community gardens somewhere else in Cupertino. Play: fine as is. Pool:
Fine as is. Q3: One of the best/special things about the area now are the wonderful (restored) natural
areas. We don't have parks like that anywhere else in Cupertino, so we should preserve and enhance
this unique aspect. Put new playgrounds, pools, etc. somewhere else.
Q1: Option D - No changes! Already too many man-made things - I'd like things removed. Q2 Golf
Course: Eliminate golf and remove hideous chainlink fence/tunnel that's over the corridor.
Stocklmeir Ranch: Leave it alone - leave as is. Community Garden: return existing garden let area go
back to natural meadow - for deer. Play: None of these! Q3: Repeating here: I'd like to see fewer man
made things - ie. eliminate golf and return to nature - no paths or anything.
Definitely need more accessible pools for fitness. Need to keep our wildlife habitats and open spaces.
Would LOVE to see a trail that goes from this new area (SC corridor), through McClellan, through
Linda Vista Park and then all the way to the reservoir (with access to Stevens Creek & Fremont
Preserve). This way we would be able to hike / bike from Stevens Creek Blvd all the way to the
county parks. Please implement such trail ASAP; it's such a good idea....
Let's keep this place serene. Cupertino is an amazing city because it's a great mixture of residential,
business, and natural landscape! Let's keep it that way!
Should take advantage of already new enhance
Having lived in the Santa Clara Valley for over 35 years, and being an avid outdoors recreation
person, I am extremely disgusted with the length of time it takes to get anything accomplished. The
Stevens Creek Trail is a perfect example, as is the length of time this project has been going on.
Finish this completely in less than one year. Do it.
I bought my house in Monta Vista (not Cupertino at that time) and moved in May 15, 1974. I was a
married man, aged 35, working as a nuclear physicist at the Lockheed Palo Alto Research Labs in the
Stanford Industrial Park, since 1962. As a young man who was physically active my wife and I
decided to take up the game of golf, since BBF Golf Course was right down Stevens Creek Blvd
from our house. However, there were no organized beginners golf leagues at BBFGC at that time, so
I and the new owners of the Blue Pheasant Restaurant, and a few others decided to form a beginners
golf league for men and woman. The Blue Pheasant Hackers Golf League officially started in 1975,
playing at BBFGC every Tuesday afternoon, tee times from 3:30PM to 6:00PM, starting first week in
April through middle of October. Next year 2015 may be our 40th continuous year, depending on
your decision to keep or not keep our beloved golf course. In the 1980's and early 1990's The BP
Hackers Golf League, when I was president, had around 100 members. I had to restrict membership,
in order to get off all the golfers during our allotted tee times. True, as our membership aged,
members moved away, and demographics and Monta Vista/Cupertino changed, The BP Hackers
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Golf Club saw declining membership. I am the last original club member still playing every Tuesday
during the league dates, and a few of us even play all winter, every Tuesday. Anyway, I just thought
you planners of the future recreational facilities in the City of Cupertino should be aware of some of
the history associated with our little nine-hole golf course at Blackberry Farm. It's a good facility
people. It could be the home course for the next generation of young Cupertino golfers, if you would
embrace it, and enhance it, as my generation tried to do in the past. I have talked to many
professional golfers that have played BBFGC, and all (including a young Tiger Woods) have told me,
"That's a very challenging, narrow little course, with a tough Par 29." Even the pros liked playing it,
because it was good for developing their short game. So, I would vote for your Plan C or any plan
for the future of Blackberry Farm Golf Course, that would retain the character of old Monta Vista
with its little nine, Par 29. [name, contact information removed]
You guys did an excellent job on the newly expanded and current Stevens Creek Corridor Trail, keep
up the good work! Thanks!
Removing the golf course would be a big mistake. Adding a potential high density recreation area
would compromise the serenity of the area. If the golf course must be closed, then it would be best
to return the area to a natural green belt. Besides isn't this area a flood plan?
You are spending a LOT of money to fix what is not broken.
Thank you for being innovative and designing a future Cupertino that is better for all residents
There already exist a number of sports field locations in Cupertino but the Stevens Creek corridor
provides a unique opportunity to incorporate different activities and different development.
Although there are obvious benefits to a vehicle access point from Stevens Creek Blvd, devoting a
significant amount of space to a north-south spine road takes away from better options for use. In
option C it does not make sense to provide a trail on the east side of the creek through the golf
course. There is already a trail on the opposite side and a new trail would simply take away from the
golf course.
Please don't dumb down the golf course to make it more "family friendly”! Also, is there any
possibility of adding an off leash area for dogs within the park?
Keep it as a nature park not amusement city!
I repeat here my firm opposition to high, or even medium, intensity development in this corridor.
Most of the staff-proposed development elements are out-of-place in this corridor and should more
properly be considered for other locations, if they are needed at all. There seems to be very little
justification presented for why most of the development elements included in the three alternatives
are needed. What is the overall background situation and the resulting strategy being
proposed/pursued? Also, I would be interested to see/hear cost and schedule estimates for
completion of each of the three alternatives.
We don't think the Stevens Creek Corridor Master Plan options are necessary or cost-effective. Why
spend tax dollars needlessly? The majority of Cupertino residents are older people who will not use
these "upgraded" facilities and do not wish to pay for them. Please bring some common sense back
to city government.
Put a community garden at the Quinlan center and restore a orchard on this property. I was living in
Cupertino when the Quinlan Center was built and the city put in sod rather than drought tolerate
landscaping. I pointed out to Don Brown who was the City Manager at the time that sod takes
water and we were in a drought that year. Don stated that the City is staying at the water usage limit.
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It would have been better leadership for the City to not put in sod and demonstrate to residents that
City Management is leading the way to better water and land use. I suggest that we add another
community garden in Cupertino and locate it at the Quinlan Center.
Great idea. Looking forward to seeing similar initiatives in the East side of Cupertino which is
lacking in recreational facilities.
The northern section with the golf course is a relatively unspoiled area, filled with native plants and
wild critters. Have you seen the hawks? Please leave it as undeveloped as possible but give more
consideration to golf programs for seniors and juniors. Perhaps improvements to the patio (trees are
gone), the entrance and the teaching area could be considered.
Again, McClellan Ranch is designated, and should remain, a nature preserve. The community gardens
and 4H were included in the original property grant. Otherwise, the preserve should only be restored
to its natural sustainable condition. Park-like activities can take place in BlackBerry Farm.
The neighboring residents enjoy the peace and quiet of the existing layout. Can you imagine having
sports leagues playing on lighted fields almost every hour of the day and evening? It is easier to find
an athletic field than it is to find a classic nine-hole golf course where you can take your grand kids.
Golf promotes family values and is a lifelong recreational activity. Please save Blackberry Farm Golf
Course and its mix of par 4 and par 3 holes. Thank you.
I like the idea of green house nursery for native plants in plan C. I can students learning and
participating in habitat preservation program.
Please leave the Stevens Creek Corridor as is. It is perfect now, let's keep it that way.
Adamantly against a sports complex replacing the golf course and vehicle access from Stevens Creek.
Preserve the beauty and unique integration with people and nature that the MV area provides.
No more junk in the corridor. We don't want or need a lot if junk or a major metropolis in the
corridor.
Reduce car parking spaces and improve bike and pedestrian access to the facility from adjacent
neighborhoods.
Scrape the Blue Pheasant, and build a restaurant that would cater to active young people - huge deck
for morning coffee and outdoor dining; music late into the evening. At least two wedding venues
near the Stocklmeir house (one venue could be a multipurpose)
Cupertino has many other parks that could benefit from the proposed development ideas, but the
Stevens Creek Corridor is quite simply the wrong place. Keep the Stevens Creek Corridor natural,
do not fragment and degrade it with new trails, parking, roads, and new sport and recreation
facilities.
The Santa Clara Valley was once a beautiful, natural valley. Please leave the creek as it is for the last
remaining bits of wildlife left. Riparian environments are critical and should remain untarnished for
posterity. Don't ruin it. Just say no to the developers.
I like the balance of nature and recreation now, and would like to finally see NO construction in the
park for some time.
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There is sufficient developed areas within and surrounding Cupertino already. We need more natural
outdoor areas, for walking in peace and quite and enjoying nature. Why is there not an additional
option to leave the area in its present state for both residents and wildlife?
No new roads, no new trails, no new bridges over the Stevens Creek. Plan and devote the park &
Rec resources on already approve plans and bring them to completion. Allow us the residents to
enjoy and observe their impact on dwindling wildlife habitat before we can look at ANY new
proposal for recreation & development.
less development in corridor is better as we are overdeveloped already
I'm flexible, and appreciate the work it took so far - thank you! I'm flexible, and appreciate the work
it took so far - thank you! But there are two items that I dislike intensely: the daytime/nighttime
athletic fields, plus the wedding/special events venue. Too much traffic, too many people. I'm afraid
these would change the character of the park.
I don't see why one swimming pool can't accommodate many different uses (lap swimming, play,
therapeutic uses). Schedule for different users at different hours. I chose none of the play options
because they seem inappropriate for the corridor. I think adventure play, nature play and the other
options can go in other more developed parks. Get rid of stupid artificial ponds at Memorial Park.
Replace with natural habitat parks or something else. The old wooden town that was there in the past
could be replaced and would be a much used adventure play structure. As population grows we will
need the corridor as a quiet open space for hiking, dog walks, picnicking, family nature activities, etc.
If the area is more developed for active sports and more is shoe-horned into this land, the wildlife
and atmosphere that now make the area so pleasant and delightful will be destroyed. Save the money
that would go into this development and set it aside to buy more open space if and when it becomes
available.
In my opinion the plan that replaces the golf course with sports fields is too much development for
that part of Cupertino. The fields call for lights, which would be too bright in a residential area. Also,
having the Stocklmeir property expanded to include event space like weddings is just too much
development. I am concerned that the intersection of Phar Lap and Stevens Creek would become
much more dangerous with the increase in traffic. In addition, having playing fields draws a lot of
people who are from outside the areas. I appreciate all the options you have offered. I still think
Option B is the best mix of preservation and development.
Retaining the most natural open space with minimal impacts offers important open space to people
as well as the wild birds and animals that depend on these areas for habitat. In an increasingly
developed society, it is especially to have accessible open for people to enjoy as well.
I would really like to see an option which focuses on completing and improving what we already
have. I think Cupertino is fortunate to have a natural and peaceful place such as the Stevens Creek
Corridor areas that work to protect wildlife. It seems unfortunate that all the plans are for increased
development.
For me the critical aspect of this development is the long-term provision of a bicycle commute
corridor all the way from McClellan road to northern section of the Stevens Creek Trail. Ideally it
would be good to have some form of separation between bicycles and pedestrian traffic, as this is a
critical artery for commuting to the high-tech areas around Sunnyvale / Mountain View. Over the
past few years, I have been seeing increasing bicycle traffic on the northern part of Stevens Creek
trail, and I believe that in the long term we need to plan for traffic separation. Thanks you for all
your great work - I have not responded to the specific questions about the park, as I'm only an
occasional (but grateful) user!
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Can't wait for the new environmental center to be completed! This area is fabulous for connecting
people with nature- must carefully balance bringing in more visitors and maintaining
natural/undisturbed areas.
We have the opportunity to protect the natural setting of the creek corridor for one of the important
natural creeks in Santa Clara County. Please do not add sports field, more development, etc. Please
provide a plan to keep a natural setting for the creek and for the wildlife of this area. Thank you.
The community should not support these projects because it will destroy habitat that is utilized by
wildlife. The community does not need more development for recreational activities.
Focus on completing and improving what we already have. No new roads and trails; no new sport
and recreation features; no new bridges over the creek. Protect wildlife. Keep the Stevens Creek
Corridor safe, peaceful, and natural
One big negative comment for all plans: it's a mistake to put McClellan Ranch West parking lot
entrance at the blind curve of McClellan Road (accidents waiting to happen with fast/unseen
downhill traffic).
I prefer any option that entails the least environmental impact. The lesser the amount of concrete
used, the better.
Re: Golf course. Existing course is in harmony with adjacent natural areas. Landscape it with native
plants, leave it as is, with water saving irrigation. Re: Kids play areas, kids go to the creek, and play
with existing sticks, playing in dry leaves. Leave nature areas as it is. Re: Pools. The pools were just
renovated! Adapt them for lap swimming and kid play, both! Save your money, wait for the golf
course across from McClellan to sell, then develop that as more parkland.
Am most concerned that a long-time golf course will be gone...hopefully the community will support
the golf course and keep it with improvements. It has been enjoyed by many from Cupertino and
outlying cities for many, many years and is a gem!
What's the difference between nature play, adventure play, challenge play, and destination play? Can't
kids just figure out how to enjoy the trails, pools, the farm animals and the bit of grass playing field
that's there now?
All three plans mention enhancements to the 4-H area. I have lots of ideas for this space. What is the
best way to submit them for consideration? [name, contact info removed]
I would like to see a more extensive survey where we can provide input for each of the areas of the
corridor. I did not fill out parts of this questionnaire because I did not know the context in which
my opinion mattered. Would it be nice to see nature playgrounds in Cupertino? Sure, but the
playground I know of near Blackberry Farm is quite sufficient (and in fact, rather new). Also, how
would traffic be affected by these changes? What are your estimated costs? Environmental groups
have expressed concerns with these plans--how have you addressed those issues?
I chose NO Nature Play or any options which increase park usage density. Increased traffic of any
kind will drive away the wildlife. The existing Golf course has proven very compatible usage with
existing wildlife for 50 years. Though converting one swimming pool to lap swim may help a bit, De
Anza College & our High Schools combined have plenty existing unused pool capacity to satisfy all
Lap Swimming needs, PLUS enough unused playing field capacity to satisfy those needs with
addition of field lights to extend usage. ANY Further development which will increase pedestrian &
wheeled traffic in Steven's Creek Corridor WILL scare away existing wildlife crucial to current school
nature programs taught there which can only be taught there: since all other city parks are developed,
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they drive out wildlife. The Least Change and Traffic is best to both keep and encourage more
wildlife.
Thank you for work completed on the Stevens Creek trail and corridor Stocklmeir through
McClellan Ranch, as well as improvements in Blackberry Farm over the last 10 years. It is a good
community accomplishment and asset. I believe Cupertino as a community is already impacted by
development in many areas resulting in higher density businesses, housing and traffic. I do not care
for overdevelopment of private home lots; maximizing with largest possible homes in "single-family"
neighborhoods. Thus, I believe an important component of future "development" and an
opportunity in Cupertino is a conservation and naturalized area maintained and promoted in the
Stevens Creek corridor. This goes hand in hand with low-impact, conservative development. Of
special concern to me, and which I've not heard as a point of discussion, is the very tentative survival
of natural steelhead trout in Stevens Creek. Although, it's possible the remnant creek no longer offers
sustainable habitat for these native fishes, I would like see programs at McClellan Ranch as a
"preserve" to be developed as a regional focal point for such a conservation effort. Thank you.
The Stevens Creek riparian corridor is our jewel. Our emphasis should first be on doing no
additional harm by further fragmenting the corridor and adding facilities.
Enhance the golf for seniors and juniors. Provide more shade around golf course wait area.
I don't understand why the city wants to take this wonderful nature preserve and turn it into an
urbanized recreational area. We need to find other sites in the city for sports fields!
I couldn't even vote for any of these. I really wish you would leave the area as it is. Isn't there
someplace else you could waste all that money? Don't spend money to destroy the very little open
space we have left. Please. Development like this is not easily reversed. These plans will have long-
reaching consequences. In a county that prides itself on being "green", your plans sure seem off the
mark.
Option C is the best option allowing the continuation of existing open space and the golf course.
Also, the Sims property should not be converted into a hard surface parking lot. It should be left as
open space to compliment McClellan Ranch Park. Blackberry Farm is the only truly nature open
space in Cupertino and should be left as is with minor improvements. To add sports courts and
specific play areas other than the existing children’s play ground would distract from the ultimate
goal of keeping the park as a nature preserve. This is important for our current and future citizens of
Cupertino to have a place that is reminiscent of a natural environment for all to enjoy. Thank You.
Why isn't Alternative D under consideration?
How come none of the pictures were of a person alone surrounded by nature -- why only various
flavors of development? The city should look at the economics of operating the golf course, and if it
seems the benefit does not justify the cost, consider allowing it to revert to a more natural
environment. This should be a place for enriching the soul by contact with nature, not a place for
developed recreational activities that could be done in any park.
Don't build new facilities and features in the name of recreational use; invest in the access and
appreciation of the natural environment and preserving and appreciating its natural state.
The options provided here do not reflect my own desires for leaving this as is. This belongs to a
survey like; 1. have you stopped weekly beatings of your wife? 2. Have you stopped daily beatings of
your wife? 3. Have you stopped occasionally beating your wife? You must answer one.
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IT IS A BEAUTIFUL NATURAL PARK NOW. YOU WANT TO DESTROY IT ?
LEAVE IT AS IT IS. WHO AM I ? I'M A FORTY-PLUS YEARS RESIDENT OF
CUPERTINO. I WALK FOR ENJOYMENT FOUR TO FIVE TIMES EACH WEEK.
I would like to see the golf course converted to a nature preserve with native plants and oak trees. I
do not wish to see the city spend additional money renovating the golf course especially since there
has been a steady decline in the number of golfers using it. I do not want the city to throw good
money after bad. IF there must be a golf course, then it must be redesigned to meet highest
sustainability standards compatible with wildlife habitat. I am completely opposed to the plan to
reorient the golf course and build a driveway from Stevens Creek to the pool complex. I do not want
to see any part of the preserve paved over - that land will be lost to wildlife forever. I am also
strongly opposed to the loop path into the riparian peninsula area. Leave wildlife ALONE! I am
neutral to the idea of a nature play area by the Simms property provided it is designed with a small
footprint compatible with a preserve. As I have stated before, I do not wish to turn the preserve into
a park. The city has plenty of neighborhood parks to meet those needs. There is no need to expand
the Community Garden - just use what we have efficiently...maybe reduce plot size to accommodate
more users.
The Stevens Creek Trail should include bicycle traffic. The original plan was for bike access on the
trail from the beginning. All other Stevens Creek Trail sections have bike access, the Cupertino
section should not be the exception. There is no acceptable reason to exclude cyclists from the trail.
I favor a multi-use pool development at the existing site in Blackberry Farm. Please maintain the
relaxed atmosphere throughout the corridor, and if anything make it more so.
This park is very nice now but could use some improvements. The pool and new irrigation on the
course are my top desires.
Keep the area for wildlife, nature experiences, picnicking, and reflection with a touch of swimming
and golf.
I am a long time Cupertino resident and I just hear about this today, when comments are do. The
city needs to do a better job of letting folks know this is going on.
Please DON'T expand the community gardens. Subdivide plots (they are huge) if necessary, but
more important, put community gardens on the east side of Cupertino, especially near where the
denser housing is and will be. Please DON'T add new "features" (even "nature play") to McClellan
Ranch Nature Preserve.
Please DON'T add uses that significantly increase parking requirements. If more parking is needed,
put it at the Stevens Creek Blvd. entrance. Possibly add some unpaved overflow parking for
McClellan Ranch in McClellan Ranch West. The best entrance there is the current one, with the best
sight lines for crossing McClellan Road. Please consider the Audubon Society's Option D, except I
do like access to the "peninsula". Please add NEITHER trail nor road between creek and golf
course. Changing the nature of the golf course is okay, but sports fields are totally out of place.
Avoid new permanent bridges over the creek.
Sorry, I already did this once, but I want to add: Thanks very much for the paved Stevens Creek Trail
through McClellan Ranch, but please pave no other trails there.
STRONGLY oppose a new driveway thru the golf course. We should not be building more roads
along the creek bank. It also may create queuing problems we do not currently have for vehicles that
exit onto Byrne Ave. Getting out onto Stevens Creek Blvd. will be difficult with all the cross traffic
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there. If a signal is added then cars will back up on the new driveway along the creek. There are also
wildlife impacts. I would support the short option B golf course if it is run from the north end like
the current golf course and there is no driveway through the golf course. That should have been an
option. Stocklmeir would be OK as option a or b or c. Consider fixing the house and front yard for
rentals and events AND operating the rest of the site as a legacy farm. At McClellan Ranch West,
keep the parking lot minimal, use the site mostly for habitat and environmental education. A native
plant nursery would be fine. At the pool area at Blackberry Farm, like the spray play idea plus a lap
pool. Definitely keep it open year round! This was not an option but I would also very much support
converting the golf course to habitat and open space with a trail through it.
I think it's a good idea to build multi-use sports facilities that can be used by more of the community.
The golf course is a lot of space that very few people use.
Please keep the Stevens Creek / Blackberry Farm wild and open. The City of Cupertino has many
great tradition lawn and playground parks but only one park like Stevens Creek. I walk this park 4
times a week and enjoy seeing the deer, hawks, rabbit and of course squirrel. Please consider low or
no development. Thanks, [name removed]
No plan is good plan for now
We have more than enough parks, what we need it more open spaces to promote biological diversity
in the area.
Hate option c, it is completely inappropriate near the creek. Option B idea of a smaller shorter golf
course would be okay, but the new road from Stevens Creek Blvd is unacceptable, it does not belong
in the creek corridor. The smaller golf course would be fine if you still run it from the current
parking and access at Stevens Creek Blvd. A new restaurant that serves golfer a and pro shop would
also be fine if it stays near the current Blue Pheasant vicinity. Option C is the best because the
current features are working well, just fix all the old and historic structures for continued use. Please
focus on prioritizing wildlife habitat, the wildlife cannot go anywhere else but playgrounds, fields,
community gardens can all go somewhere else. Do not add new things even trails anywhere that will
impact wildlife. Would like to have the maximum habitat restoration possible. The creek and it's
wildlife is a fantastic and irreplaceable resource.
This Natural Wildlife park needs NO more structured play areas; they belong in other parks.
Redeveloping and modernizing the existing swimming pools and their snack bar, dressing &
restroom facilities for YEAR ROUND USE while staying WITHIN Their EXISTING Footprint is
sorely needed, along with partnering with High School & De Anza College existing pools to offer
more lap swimming before school & work days begin, and any after school/work times and on
weekends when these other pools and are unused. Similarly, working with all local schools to extend
use of their currently not fully utilized playing fields with lighting until 8PM: should solve any
shortage of playing fields.
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Parks & Recreation Commission Recommendations Stevens Creek Corridor Master Plan
Meeting Date: 01/8/15 Page 1
LOCATION COMMISSIONER
Paulsen
COMMISSIONER
Fung
COMMISSIONER
Tambe
COMMISSIONER
Wilson
Stocklmeir Property
Stocklmeir buildings and
garden
Support “low key” house
restoration with history
aspect with associated
meeting venue
Support “low key “house
restoration with history
aspect with associated
meeting venue
Support events center
with catering kitchen
Support events center
with catering kitchen
Legacy Farm Support Support Support Support
Bridge Support pedestrian and
light vehicle bridge
Oppose new bridge if
event center is located by
golf course
Support new bridge if
event center in Stocklmeir.
Support improving current
access with larger buffer
between pedestrian/cars
Support pedestrian and
light vehicle bridge
Blesch creek area
restoration
Support Support Support Support
Blesch parking lot Support meadow
style/permeable parking
Support meadow
style/permeable parking
Support meadow
style/permeable parking
Support meadow
style/permeable parking
Blackberry Farm and Golf Course
Spine road from Stevens
Creek Blvd. to BBF
Opposed Opposed Opposed Opposed
Grand entrance Support Support Support Support
Blue Pheasant Support replacing Blue
Pheasant with new
restaurant /event center
at north end of golf
course. Support new
clubhouse at north end of
course if golf course
remains.
Support replacing Blue
Pheasant with new
restaurant / event center
at north end of golf
course. Support new
clubhouse at north end of
course if golf course
remains.
Support replacing Blue
Pheasant with new
restaurant /event center
at north end of golf
course. Support new
clubhouse at north end of
course if golf course
remains.
Support replacing Blue
Pheasant with new
restaurant/ event center
at north end of golf
course. Support new
clubhouse at north end of
course if golf course
remains.
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Parks & Recreation Commission Recommendations Stevens Creek Corridor Master Plan
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LOCATION COMMISSIONER
Paulsen
COMMISSIONER
Fung
COMMISSIONER
Tambe
COMMISSIONER
Wilson
Golf Course Support restoration to
meadow as first choice if
golf course cannot be
sustainable.
If golf course remains,
support smaller golf
course with clause to
return to meadow if golf
course is ever closed.
Explore partnership with
Deep Cliff. Support well
activation.
Support Option B (smaller
footprint) without road
and with entry at north
end of course. Convert
remaining area to
conventional park.
Support well activation.
Support deferring decision
until viability of city
partnership with Deep Cliff
can be explored. Support
restoration to meadow as
first choice. If golf course
remains, support minimal
size and impact course.
Support well activation.
Support Option B (smaller
footprint) with entry at
other end but without
road.
Support well activation.
BBF Pool Complex Support possibility of
moving pool to Memorial
Park. Support fixing pump
equipment. Support
removal of slide.
Support splash pad.
Support lap and therapy
pools if no better place in
city.
Support fixing pump
equipment.
Support removal of slide.
Support splash pad.
Support lap and therapy
pools.
Support fixing pump
equipment. Support
removing slide.
Support splash pad.
Support lap and therapy
pool.
Support fixing pump
equipment. Support
removing slide.
Support splash pad.
Maintenance building Support improvements Support improvements.
Suggest building single
multi-purpose utility
building/occupy same
footprint of current
buildings and covered area
Support improvements Support improvements
Parking lot Support returning to
natural meadow. Support
providing electric vehicle
charging stations.
Support providing electric
vehicle charging stations.
Support providing electric
vehicle charging stations.
Support providing electric
vehicle charging stations.
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Parks & Recreation Commission Recommendations Stevens Creek Corridor Master Plan
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LOCATION COMMISSIONER
Paulsen
COMMISSIONER
Fung
COMMISSIONER
Tambe
COMMISSIONER
Wilson
Playground Support providing nature
play elsewhere
Neutral about leaving as is.
Support leaving
playground as is.
Support providing nature
play elsewhere. Neutral
about leaving as is.
Support replacing
providing nature play
elsewhere. Neutral about
leaving as is.
Nature Play/Adventure
Play
Already here add to other
parks in city
Already here add to other
parks in city
Already here add to other
parks in city
Already here add to other
parks in city
Riparian Peninsula/Central Creek corridor
Peninsula Leave as is, no seasonal
bridge
Leave as is, no seasonal
bridge
Support seasonal bridge Leave as is, no seasonal
bridge
Volleyball/bocce courts Support removal and
replace with lawn
Support removal and
replace with lawn
Support removal and
replace with lawn
Support removal and
replace with lawn
Lawn area Support replacement with
native grasses
Support leaving as is.
Neutral on replacement
with native grasses, not
high priority
Support leaving as is.
Neutral on replacement
with native grasses, not
high priority
Support leaving as is.
Neutral on replacement
with native grasses, not
high priority
Meadow owned by Santa
Clara Valley Water Dist.
Support leaving as is Support leaving as is Support leaving as is Support leaving as is
McClellan Ranch Preserve – includes McClellan Ranch West
McClellan Ranch Creek
restoration
Support Support Support Support
Community Gardens Oppose expansion into
meadow.
Support restructuring to
allow for more plots.
Support gardens in other
areas of city.
Oppose expansion into
meadow.
Support restructuring to
allow for more plots.
Support gardens in other
areas of city.
Oppose expansion into
meadow.
Support restructuring to
allow for more plots.
Support gardens in other
areas of city.
Oppose expansion into
meadow.
Support restructuring to
allow for more plots.
Support gardens in other
areas of city.
Barn Support restoration of
building to meet minimum
requirements
Support restoration of
building to meet minimum
requirements
Support restoration of
building
Support restoration of
building to meet minimum
requirements
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Parks & Recreation Commission Recommendations Stevens Creek Corridor Master Plan
Meeting Date: 01/8/15 Page 4
Support re-examining
intended use of barn.
LOCATION COMMISSIONER
Paulsen
COMMISSIONER
Fung
COMMISSIONER
Tambe
COMMISSIONER
Wilson
New bridge from
McClellan Ranch to
McClellan Ranch West
Oppose new bridge Oppose new bridge Oppose new bridge Oppose new bridge
McClellan Ranch West Support meadow tree
grove parking lot.
Explore native plant area
or educational purpose
Support meadow tree
grove parking lot.
Explore native plant area
or educational purpose.
Suggest
hydroponic/aquaculture
facility w/education
elements if not conflicted
w/current preserve
activities
Support meadow tree
grove parking lot,
remainder to be natural/
native
Support meadow tree
grove parking lot.
Explore native plant area ,
or educational purpose
MRW parking Support meadow style
parking.
Support entrance at
Clubhouse Lane
Support meadow style
parking.
Support entrance at
Clubhouse Lane
Support meadow style
parking.
Support entrance at
Clubhouse Lane
Support meadow style
parking.
Support entrance at
Clubhouse Lane
Simms house Support removal of Simms
house
Support removal of Simms
house. Suggest using part
of the area as meadow
tree grove parking lot at
later time.
Support removal of Simms
house
Support removal of Simms
house
Improved creek access
area (2)
Support Support Support Support
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Parks & Recreation Commission Recommendations Stevens Creek Corridor Master Plan
Meeting Date: 01/8/15 Page 5
LOCATION COMMISSIONER
Paulsen
COMMISSIONER
Fung
COMMISSIONER
Tambe
COMMISSIONER
Wilson
Trails
Trails** Oppose trails in peninsula
and along west side of
creek (in riparian areas)
Support minimal new trails
(no trails at peninsula)
Oppose any paved trails
Supports path at
McClellan Ranch West to
Scenic Circle. Supports
new paths non-paved
Support “smart” trails,
non-paved
** Staff to meet with Audubon Society to identify possible mutually agreeable trail locations.
192
CITY OF CUPERTINO
Legislation Details (With Text)
File #: Version:114-0442 Name:
Status:Type:Consent Calendar Agenda Ready
File created:In control:9/17/2014 City Council
On agenda:Final action:2/3/2015
Title:Subject: Approve the January 20 City Council minutes
Sponsors:
Indexes:
Code sections:
Attachments:A - Draft Minutes
Action ByDate Action ResultVer.
City Council2/3/20151
Subject: Approve the January 20 City Council minutes
Approve the minutes
CITY OF CUPERTINO Printed on 2/2/2015Page 1 of 1
powered by Legistar™193
DRAFT MINUTES
CUPERTINO CITY COUNCIL
Tuesday, January 20, 2015
REGULAR CITY COUNCIL MEETING
PLEDGE OF ALLEGIANCE
At 6:45 p.m. Mayor Rod Sinks called the Regular City Council meeting to order in
Cupertino Community Hall Council Chambers, 10350 Torre Avenue and led the Pledge
of Allegiance.
ROLL CALL
Present: Mayor Rod Sinks, Vice Mayor Barry Chang, and Council members Darcy Paul,
Savita Vaidhyanathan, and Gilbert Wong. Absent: None.
CEREMONIAL MATTERS AND PRESENTATIONS - None
POSTPONEMENTS
Subject: Cancel the Adjourned Special Meeting scheduled for January 21 regarding
Council deliberation and to provide staff direction on the Study Session for Stevens Creek
Boulevard to McClellan Road Creek Corridor Master Plan and recommended alternatives
to proceed with an EIR and direct staff to re-notice the meeting for February 3 at 6:45 p.m.
Wong moved and Vaidhyanathan seconded to cancel the Adjourned Special Meeting
scheduled for January 21 regarding Council deliberation and to provide staff direction on
the Study Session for Stevens Creek Boulevard to McClellan Road Creek Corridor Master
Plan and recommended alternatives to proceed with an EIR and direct staff to re-notice
the meeting for February 3 at 6:45 p.m. The motion carried unanimously.
ORAL COMMUNICATIONS
Written communications for this item included an excerpt from Items of Interest (weekly
updates given by staff to City Council) dated 12/4/14 regarding Sports Center Equipment
Upgrades.
194
City Council Minutes January 20, 2015
Fari Aberg, Volunteer Coordinator for the Cupertino Medical Reserve Corps (MRC) invited
residents to sign up to become a volunteer. She also noted some upcoming educational
training opportunities and invited Council and residents to participate.
Assistant Sheriff Ken Binder introduced Captain Rick Sung as Cupertino’s new Chief of
Police.
Nai Hsueh, Santa Clara Valley Water District Board Director for District 5 urged Council to
contact her or her staff with any water issue.
Ari Strod distributed a document showing pictures of sports equipment at other sports
centers. He expressed displeasure regarding the installation of new TV monitors on the
equipment which blocks his view to the outside.
Jon Willey talked about high density development and distributed a document showing
pictures of recent developments in Cupertino and Sunnyvale, including a computer
generation of what 2 million square feet of development would look like at Vallco.
Irwin Jacobson asked to be removed from the weed abatement list since he had nothing to
abate. He also expressed concern over County staff being allowed to trespass on his property.
Note: Weed Abatement is Item Number 16 on the agenda and Mr. Jacobson’s comments will
be included in the minutes for that item.
Liang Fang Chao urged Council to approve a Citywide Park Master Plan before approving
any other master plan. She noted that with an increase in population, nine acres of parkland
would be required by 2023.
Irene Steves speaking on behalf of the Santa Clara County Audubon Society urged Council to
select an alternative for the Stevens Creek Corridor Master Plan that would continue to
provide safe recreation in park and also enhance and restore the natural ecosystems in the
park to the largest extent possible.
CONSENT CALENDAR
Wong moved and Chang seconded to approve the items on the Consent Calendar as
presented except for item numbers 1 and 12, which were pulled for discussion. Paul and
Vaidhyanathan noted they would abstain from voting on item number 1 and Wong
amended his motion to include their abstention. Ayes: Sinks, Chang, Paul,
Vaidhyanathan, and Wong. Noes: None. Abstain: Paul and Vaidhyanathan abstained
from voting on item number 1. Absent: None. Recused: None.
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City Council Minutes January 20, 2015
1. Subject: Approve the November 18 City Council minutes
Recommended Action: Approve the minutes
Darrel Lum talked about issues with the legibility of certain packet attachments online
and noted it looked like the documents had been redacted.
City Clerk Grace Schmidt said she would follow-up with Dr. Lum and the vendor to
resolve the issues.
Wong moved and Chang seconded to approve the November 18 minutes. The motion
carried with Paul and Vaidhyanathan abstaining.
2. Subject: Approve the December 2 Special and Regular City Council minutes and the
December 3 Regular Adjourned City Council minutes
Recommended Action: Approve the minutes
3. Subject: Approve the December 16 City Council minutes
Recommended Action: Approve the minutes
4. Subject: Approve the December 17 City Council minutes
Recommended Action: Approve the minutes
5. Subject: Accept Accounts Payable for period ending December 19, 2014
Recommended Action: Adopt Resolution No. 15-002 accepting Accounts Payable
for the period ending December 19, 2014
6. Subject: Waive the advisory body attendance requirement provision and reinstate
Russell Leong to the Fine Arts Commission. (Continued from December 16, 2014)
Recommended Action: Waive the advisory body attendance requirement provision
and reinstate Russell Leong to the Fine Arts Commission
7. Subject: Application for Alcoholic Beverage License for Ramen Mania, 19541
Richwood Drive
Recommended Action: Recommend approval for Alcoholic Beverage License for
Ramen Mania, 19541 Richwood Drive
8. Subject: Application for Alcoholic Beverage License for Lazy Dog Restaurant, 19359
Stevens Creek Boulevard
Recommended Action: Recommend approval of Application for Alcoholic
Beverage License for Lazy Dog Restaurant, 19359 Stevens Creek Boulevard
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City Council Minutes January 20, 2015
9. Subject: Application for Alcoholic Beverage License for Marukai Market, 19750
Stevens Creek Boulevard
Recommended Action: Recommend approval of Application for Alcoholic
Beverage License for Marukai Market, 19750 Stevens Creek Boulevard
10. Subject: Application for Alcoholic Beverage License for Shanghai Garden
Restaurant, 20956 Homestead Road
Recommended Action: Recommend approval of Application for Alcoholic
Beverage License for Shanghai Garden Restaurant, 20956 Homestead Road
11. Subject: Budget amendment for the General Plan project
Recommended Action: Staff recommends that the City Council
1. Authorize a budget amendment to the General Plan project and
2. Authorize the City Manager to negotiate and execute contracts not to exceed the
total approved budgeted amount
12. Subject: Civic Center Master Plan consultant contracts
Recommended Action: Staff recommends that the City Council authorize the City
Manager to negotiate and execute contracts for all remaining services necessary to
complete work directed by the Council on October 21, 2014
Liang Fang Chao urged Council to approve a Citywide Park Master Plan based on
the Community Vision 2040 policy before spending money on other master plans in
order to have enough funds to purchase parkland for future housing development.
Director of Public Works Timm Borden and City Attorney Carol Korade noted that
this was a procedural item to authorize the City Manager to negotiate and execute
contracts for all remaining services necessary to complete work directed by the
Council on October 21, 2014 and that Council would vote later on approving an
actual Civic Center Master Plan.
Wong moved to authorize the City Manager to negotiate and execute contracts for
all remaining services necessary to complete work directed by the Council on
October 21, 2014. After further Council discussion, Wong withdrew his motion.
Wong moved and Vaidhyanathan seconded to postpone this item to February 3.
The motion carried unanimously.
13. Subject: City Project, 2013 STP Overlay Project, Project No. 2013-04
Recommended Action: Accept Project No. 2013-04
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City Council Minutes January 20, 2015
SECOND READING OF ORDINANCES - None
PUBLIC HEARINGS
14. Subject: Cupertino’s Climate Action Plan to achieve state recommended greenhouse
gas emissions reductions goals outlined in Assembly Bill 32: California Global
Warming Solutions Act of 2006 and associated Environmental Review (Addendum
to the Environmental Impact Report prepared for 2040 General Plan)
Recommended Action: Adopt Resolution No. 15-001 for the Addendum to the 2040
General Plan Environmental Impact Report (EIR) and Cupertino’s Climate Action
Plan (CAP) (Attachment A, Exhibit 1 and 2)
Written communications for this item included Appendix C of the Climate Action
Plan and a staff PowerPoint presentation.
Assistant to the City Manager Erin Cooke reviewed the staff report via a
PowerPoint presentation and answered questions from Council.
Mayor Sinks opened the public hearing. There we no speakers and Mayor Sinks
closed the public hearing.
Wong moved and Paul seconded to adopt Resolution No. 15-001 for the Addendum
to the 2040 General Plan Environmental Impact Report (EIR) and Cupertino’s
Climate Action Plan (CAP) (Attachment A, Exhibit 1 and 2). The motion carried
unanimously.
Council recessed from 8:40 p.m. to 8:45 p.m.
15. Subject: Appeal of a Planning Commission approval of a personal wireless service
facility at Cupertino High School (Continued from December 16, 2014)
Recommended Action: Staff recommends that the City Council deny the appeal of
the Planning Commission’s August 26, 2014 approval
Description: Application No(s): DIR-2014-27, EXC-2014-06; Applicant(s): NSA
Wireless/Verizon Wireless (Fremont Union High School District); Appellant(s):
Muzhou Shao, Huijing Cao, Luwen Lin; Location: 10100 Finch Ave; Appeal of a
Planning Commission approval to allow the construction of a personal wireless
service facility consisting of six panel antennas mounted on an existing sports field
light pole and a base equipment station located in a sports field building and an
emergency generator located in a fenced area on a concrete pad at a high school
(Cupertino High School); Height Exception to allow the installation of six panel
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City Council Minutes January 20, 2015
antennas of a proposed personal wireless service facility at a height of 74’, 6” or less
on an existing sports field light pole at a high school
Written communications for this item included various emails to Council; a packet
from Mackenzie & Albritton LLP; a supplemental staff report; and a staff
PowerPoint presentation.
Associate Planner Colin Jung reviewed the staff report via a PowerPoint
presentation and answered questions from Council.
Rajat Mathur from Hammett & Edison, Inc., RF Engineering for Wireless
and Broadcast, answered questions from Council.
Appellants Muzhou Shao, Huijing Cao, and Luwen Lin presented their appeal to
Council.
Jim Heard, attorney representing Verizon introduced other people from Verizon
who could answer any questions. He talked about why Council should approve the
cell tower, issues raised by the appeal, and issues raised by federal law. He
answered questions from Council.
Mayor Sinks opened the public hearing. The following individuals spoke regarding
the appeal:
Feng Ye
Peter Friedland from Cupertino Technology, Information, and Communications
Commission (TICC)
Rod Livingood from TICC
Wengnang Wang
Yu Hong
Maolin Long
Council recessed from 10:37 p.m. to 10:44 p.m.
Arthur Lu
Jinyuan Qiao
Felix Lin
Ruby Lin
Bingfeng Cheng
Pamela Nobel from Verizon answered questions from Council
Yanping Zhao
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City Council Minutes January 20, 2015
Yuke Liu
Christina Shao
Sean Shao
Mayor Sinks closed the public hearing.
Council asked additional questions and deliberated.
Wong moved and Sinks seconded to deny the appeal of the Planning Commission’s
August 26, 2014 approval of a personal wireless service facility at Cupertino High
School. The motion carried with Chang voting no.
ORDINANCES AND ACTION ITEMS
16. Subject: Order the abatement of a public nuisance (weeds) pursuant to provisions of
Ordinance No. 724 and Resolution No. 14-223
Recommended Action: Note objections and adopt the Resolution No. 15-003
ordering abatement of a public nuisance (weeds)
City Clerk Grace Schmidt reviewed the staff report.
As noted under Oral Communications, Irwin Jacobson asked to be removed from
the weed abatement list since he had nothing to abate. He also expressed concern
over County staff being allowed to trespass on his property.
County Weed Abatement Coordinator Moe Kumre further explained the inspection
process and addressed Mr. Jacobson’s concerns.
Wong moved and Chang seconded to adopt Resolution No. 14-223 ordering the
abatement of a public nuisance (weeds) noting the one objection from Mr. Jacobsen.
The motion carried unanimously.
17. Subject: Ordinance amending Chapter 2.36 of the Cupertino Municipal Code
regarding the Parks and Recreation Commission
Recommended Action: Conduct the first reading of Ordinance No. 15-2127: "An
Ordinance of the City Council of the City of Cupertino amending Section 2.36.303
Members-Vacancy or Removal, Section 2.36.070 Records Required, and Section
2.36.080 Powers and Functions, of the Cupertino Municipal Code regarding the
Parks and Recreation Commission"
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City Council Minutes January 20, 2015
Director of Recreation and Community Services Carol Atwood reviewed the staff
report.
Wong moved and Vaidhyanathan seconded to read Ordinance No. 15-2127 by title
only and that the City Clerk’s reading would constitute the first reading thereof.
Ayes: Sinks, Chang, Paul, Vaidhyanathan, and Wong. Noes: None. Abstain: None.
Absent: None.
REPORTS BY COUNCIL AND STAFF
18. Subject: Present Construction Project Update Report
Recommended Action: Receive Project Update Report
Written communications for this item included a staff PowerPoint presentation.
Director of Public Works Timm Borden gave the Construction Project Update
Report via a PowerPoint presentation.
Council received the presentation.
City Manager David Brandt noted that there would be a public workshop on the
General Plan Amendment (GPA) on February 4 at Community Hall beginning at
6:30 p.m. He also reminded staff and Council that there would be mandatory
workplace violence training on January 21 beginning at 9:45 a.m. in Community
Hall.
Council members highlighted the activities of their committees and various
community events.
Council asked staff to reach out to Valley Transportation Authority (VTA)
regarding the express lane proposal and when the environmental review document
would be certified.
ADJOURNMENT
At 12:48 a.m. on Wednesday, January 21, Mayor Sinks adjourned the meeting to Monday,
January 26 beginning at 5:30 p.m. for Commission Interviews, Cupertino City Hall
Conference Room A, 10300 Torre Avenue.
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City Council Minutes January 20, 2015
_______________________________
Grace Schmidt, City Clerk
Staff reports, backup materials, and items distributed at the City Council meeting are
available for review at the City Clerk’s Office, 777-3223, and also on the Internet at
www.cupertino.org. Click on Agendas & Minutes, then click on the appropriate Packet.
Most Council meetings are shown live on Comcast Channel 26 and AT&T U-verse Channel
99 and are available at your convenience at www.cupertino.org. Click on Agendas &
Minutes, and then click Archived Webcast. Videotapes are available at the Cupertino
Library, or may be purchased from the Cupertino City Channel, 777-2364.
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CITY OF CUPERTINO
Legislation Details (With Text)
File #: Version:114-0512 Name:
Status:Type:Consent Calendar Agenda Ready
File created:In control:10/28/2014 City Council
On agenda:Final action:2/3/2015
Title:Subject: Approve the January 26 and 27 City Council minutes
Sponsors:
Indexes:
Code sections:
Attachments:A - Draft Minutes January 26
B - Draft Minutes January 27
Action ByDate Action ResultVer.
City Council2/3/20151
Subject: Approve the January 26 and 27 City Council minutes
Approve the minutes
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DRAFT MINUTES
CUPERTINO CITY COUNCIL
Monday, January 26, 2015
SPECIAL CITY COUNCIL MEETING
At 5:30 p.m. Mayor Rod Sinks called the Special City Council meeting to order in City
Hall Conference Room A, 10300 Torre Avenue.
ROLL CALL
Present: Mayor Rod Sinks, Vice Mayor Barry Chang, and Council members Darcy Paul,
Savita Vaidhyanathan (7:00 p.m.), and Gilbert Wong. Absent: None.
ORAL COMMUNICATIONS - None
COMMISSIONS INTERVIEWS
Written Communications for this item included a resident email to Council.
1. Subject: Interview applicants for commissions with terms expiring: Technology,
Information, and Communications, Housing, Planning, and Parks and Recreation
Recommended Action: Conduct interviews and make appointments
The City Council interviewed applicants for the Technology, Information, and
Communications Commission and re-appointed Rod Livingood to a full term
ending January 2019.
Wong moved and Paul seconded to direct staff to re-advertise the additional two
full terms ending January 2019. The motion carried unanimously.
The City Council interviewed for the Housing Commission applicants and re-
appointed Rajeev Raman to a full term ending January 2019.
The City Council interviewed applicants for the Planning Commission and re-
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City Council Minutes January 26, 2015
appointed Don Sun and appointed Geoffrey Paulsen to full terms ending January
2019.
The City Council interviewed applicants for the Parks and Recreation
Commission and re-appointed David Fung and appointed Carol Stanek to full
terms ending January 2019 and Helene Davis to a partial term ending January
2016.
ADJOURNMENT
At 9:47 p.m. Mayor Sinks adjourned the meeting.
_______________________________
Kirsten Squarcia, Deputy City Clerk
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DRAFT MINUTES
CUPERTINO CITY COUNCIL
Tuesday, January 27, 2015
SPECIAL CITY COUNCIL MEETING
At 5:03 p.m. Mayor Rod Sinks called the Special City Council meeting to order in City Hall Conference
Room A, 10300 Torre Avenue.
ROLL CALL
Present: Mayor Rod Sinks, Vice Mayor Barry Chang, and Council members Darcy Paul, Savita
Vaidhyanathan, and Gilbert Wong. Absent: None.
ORAL COMMUNICATIONS - None
COMMISSIONS INTERVIEWS
1. Subject: Interview applicants for commissions with terms expiring: Bicycle Pedestrian, Library,
and Fine Arts
Recommended Action: Conduct interviews and make appointments
The City Council interviewed applicants for the Bicycle Pedestrian Commission and re-
appointed Sean Lyn and appointed Erik Lindskog and Gary Jones to full terms ending January
2019.
The City Council interviewed applicants for the Library Commission and re-appointed Rose
Grymes-Friedland and appointed Gopal Kumarappan to full terms ending January 2019.
The City Council interviewed applicants for the Fine Arts Commission and re-appointed
Michael Sanchez and appointed Priya Jayachandran to full terms ending January 2019.
ADJOURNMENT
At 8:47 p.m. Mayor Sinks adjourned the meeting.
_______________________________
Kirsten Squarcia, Deputy City Clerk
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CITY OF CUPERTINO
Legislation Details (With Text)
File #: Version:115-0642 Name:
Status:Type:Consent Calendar Agenda Ready
File created:In control:1/26/2015 City Council
On agenda:Final action:2/3/2015
Title:Subject: Accept Accounts Payable for period ending January 9, 2015
Sponsors:
Indexes:
Code sections:
Attachments:A - Draft Resolution
B - AP Report
Action ByDate Action ResultVer.
City Council2/3/20151
Subject: Accept Accounts Payable for period ending January 9, 2015
AdoptResolutionNo.15-004acceptingAccountsPayablefortheperiodendingJanuary9,
2015
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RESOLUTION NO.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
CUPERTINO ALLOWING CERTAIN CLAIMS AND DEMANDS PAYABLE IN
THE AMOUNTS AND FROM THE FUNDS AS HEREINAFTER DESCRIBED
FOR GENERAL AND MISCELLANEOUS EXPENDITURES FOR THE PERIOD
ENDING
January 9, 2015
WHEREAS, the Director of Administrative Services or her designated
representative has certified to accuracy of the following claims and demands and
to the availability of funds for payment hereof; and
WHEREAS, the said claims and demands have been audited as required
by law.
NOW, THEREFORE, BE IT RESOLVED, that the City Council hereby
allows the following claims and demands in the amounts and from the funds as
hereinafter set forth in Exhibit “A”.
CERTIFIED: _____________________________
Lisa Taitano, Finance Manager
PASSED AND ADOPTED at a regular meeting of the City Council of the
City of Cupertino this 3rd day of February, 2015, by the following vote:
Vote Members of the City Council
AYES:
NOES:
ABSENT:
ABSTAIN:
ATTEST: APPROVED:
_________________________ _________________________________
Grace Schmidt, City Clerk Rod Sinks, Mayor, City of Cupertino
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CITY OF CUPERTINO
Legislation Details (With Text)
File #: Version:115-0644 Name:
Status:Type:Consent Calendar Agenda Ready
File created:In control:1/27/2015 City Council
On agenda:Final action:2/3/2015
Title:Subject: Accept Accounts Payable for period ending January 16, 2015
Sponsors:
Indexes:
Code sections:
Attachments:A - Draft Resolution
B - AP Report
Action ByDate Action ResultVer.
City Council2/3/20151
Subject: Accept Accounts Payable for period ending January 16, 2015
AdoptResolutionNo.15-005acceptingAccountsPayablefortheperiodendingJanuary16,
2015
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RESOLUTION NO.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
CUPERTINO ALLOWING CERTAIN CLAIMS AND DEMANDS PAYABLE IN
THE AMOUNTS AND FROM THE FUNDS AS HEREINAFTER DESCRIBED
FOR GENERAL AND MISCELLANEOUS EXPENDITURES FOR THE PERIOD
ENDING
January 16, 2015
WHEREAS, the Director of Administrative Services or her designated
representative has certified to accuracy of the following claims and demands and
to the availability of funds for payment hereof; and
WHEREAS, the said claims and demands have been audited as required
by law.
NOW, THEREFORE, BE IT RESOLVED, that the City Council hereby
allows the following claims and demands in the amounts and from the funds as
hereinafter set forth in Exhibit “A”.
CERTIFIED: _____________________________
Lisa Taitano, Finance Manager
PASSED AND ADOPTED at a regular meeting of the City Council of the
City of Cupertino this 3rd day of February, 2015, by the following vote:
Vote Members of the City Council
AYES:
NOES:
ABSENT:
ABSTAIN:
ATTEST: APPROVED:
_________________________ _________________________________
Grace Schmidt, City Clerk Rod Sinks, Mayor, City of Cupertino
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CITY OF CUPERTINO
Legislation Details (With Text)
File #: Version:115-0645 Name:
Status:Type:Consent Calendar Agenda Ready
File created:In control:1/27/2015 City Council
On agenda:Final action:2/3/2015
Title:Subject: Accept Accounts Payable for period ending January 23, 2015
Sponsors:
Indexes:
Code sections:
Attachments:A - Draft Resolution
B - AP Report
Action ByDate Action ResultVer.
City Council2/3/20151
Subject: Accept Accounts Payable for period ending January 23, 2015
AdoptResolutionNo.15-006acceptingAccountsPayablefortheperiodendingJanuary23,
2015
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RESOLUTION NO.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
CUPERTINO ALLOWING CERTAIN CLAIMS AND DEMANDS PAYABLE IN
THE AMOUNTS AND FROM THE FUNDS AS HEREINAFTER DESCRIBED
FOR GENERAL AND MISCELLANEOUS EXPENDITURES FOR THE PERIOD
ENDING
January 23, 2015
WHEREAS, the Director of Administrative Services or her designated
representative has certified to accuracy of the following claims and demands and
to the availability of funds for payment hereof; and
WHEREAS, the said claims and demands have been audited as required
by law.
NOW, THEREFORE, BE IT RESOLVED, that the City Council hereby
allows the following claims and demands in the amounts and from the funds as
hereinafter set forth in Exhibit “A”.
CERTIFIED: _____________________________
Lisa Taitano, Finance Manager
PASSED AND ADOPTED at a regular meeting of the City Council of the
City of Cupertino this 3rd day of February, 2015, by the following vote:
Vote Members of the City Council
AYES:
NOES:
ABSENT:
ABSTAIN:
ATTEST: APPROVED:
_________________________ ________________________________
Grace Schmidt, City Clerk Rod Sinks, Mayor, City of Cupertino
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CITY OF CUPERTINO
Legislation Details (With Text)
File #: Version:115-0638 Name:
Status:Type:Consent Calendar Agenda Ready
File created:In control:1/26/2015 City Council
On agenda:Final action:2/3/2015
Title:Subject: Approve exception to the 995 rule for one Temporary Employee with budget adjustment
Sponsors:
Indexes:
Code sections:
Attachments:Staff Report
A - Personnel Code excerpt
Action ByDate Action ResultVer.
City Council2/3/20151
Subject:Approveexceptiontothe995ruleforoneTemporaryEmployeewithbudget
adjustment
Approveexceptiontothe995ruleforoneTemporaryEmployeewithbudgetadjustmentof
$52,390resultinginincreasedappropriationsfortheCityManagerandCityAttorneybudgets
of $26,195 respectively
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1
CITY ATTORNEY
CITY HALL
10 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255
TELEPHONE: (408) 777-3212 www.cupertino.org
CITY COUNCIL STAFF REPORT
Meeting: February 3, 2015
Subject
Approve exception to the 995 rule for one Temporary Employee.
Recommended Action
1. Approve an exception to the 995 rule for one Temporary Employee.
2. Approve a budget adjustment of $52,390 resulting in increased appropriations
for the City Manager and City Attorney budgets of $26,195 respectively.
Discussion
Per Cupertino’s Administrative Rules and Regulations of the Personnel Code,
Temporary Employees (Attachment A) —defined as employees “appointed on an ‘as
needed’ basis for work which is anticipated to be of a temporary or intermittent nature
either on a full-time or part-time basis”—may not work more than 995 hours in a fiscal
year, unless they are terminated and reinstated after a 13 week break in service. This is
also known as the “995 rule.” This rule was put in place to limit the City’s costs related
to retirement and other benefits. Per the California Public Employees Retirement
System (CalPERS), if a part-time employee exceeds 1000 hours of service in a fiscal year,
the part-time employee becomes a CalPERS eligible member and the City and
Employee must begin contributing toward their retirement. Once an employee
becomes a CalPERS member, they are always a member, meaning that every time this
part-time employee works for the City, the City would be required to contribute
towards their retirement.
In addition, with passage of the Affordable Care Act it is likely that temporary
employees working 30 or more hours per week will also be eligible to receive medical
benefits, adding another layer of cost for temporary employees.
Given the additional costs associated with having an employee exceed the 995 rule, the
City has strictly enforced this policy. Supervisors who have failed to comply with the
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2
policy have been disciplined in the past. Past practice dictates that any exception to this
policy must be approved by the City Council prior to the employee exceeding the 995
max given the fiscal implications.
The City Attorney and City Manager’s Office are requesting an exception to the 995 rule
for Temporary Employee Louis Sarmiento, classified as an Assistant to the City
Manager. Louis is close to reaching the 995 max. The request for extension is for 5
months of additional full-time work through June 30, 2015. Both offices are requesting
that an exception be granted so that Louis can continue to work with the City Manager
and City Attorney’s Office on special projects. The departments will split the additional
hours allocated 50/50. Louis is expected to work on the following projects and tasks:
- Review and update the provisions of the Cupertino Municipal Code to ensure
compliance with California and Federal codes, rules, and regulations and best
practices,
- Revise City contract templates, which would make contract creation and the
process of entering into contractual relationships more efficient and reduce risk
to the City,
- Update administrative policies and procedures for compliance with California
and Federal law and requirements, and
- Track, analyze and review litigation and legislation for applicability to Cupertino
and advise City departments.
Explanation
These projects require institutional knowledge, including a familiarity with existing
codes, policies and procedures. These, and ancillary projects, also require the ability to
understand distinctions between legal requirements and policy goals, and an
understanding of interdepartmental operations. There is a City need for continuity and
completion of these projects. An interruption in work, seeking outside counsel, hiring
new staff, or orientating another staff member without Louis’ experience and
institutional knowledge would hinder progress and be costly to the City. Louis has
worked on these projects, has experience in the City Attorney’s Office, City Manager’s
Office, and other public entities, and is an attorney.
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Fiscal Impact
The City’s total costs for Louis’ employment year to date are $45,163. Louis will be
classified as a Deputy City Attorney at Step 2, resulting in additional salary and benefit
costs of $52,389. For a total fiscal year cost of $97,552 as illustrated below:
Salary and
Benefit
Categories
Rate
ATCM/DCA
First 995 Hours
(Step 1 of Asst
To CM)
840 Hours (
thru 6/30/15)
(Step 2 of Dep
City Attny)
Total Costs for
FY2014-15
Salary $46.32/$49.84 $43,955 $41,866 $85,821
Benefits
Medicare 1.45% $637 $668 $1,305
PARS $571 0 $571
Retirement 23.539% 0 $9,855 $9,855
TOTAL
COSTS
$45,163 $52,389 $97,552
Both the City Attorney and City Manager’s Office are requesting a budget adjustment
of $26,195 for a total of $52,389 in increased costs to the general fund to cover the
increased costs.
Prepared by: Kristina Alfaro, Director of Administrative Services and Carol Korade,
City Attorney
Approved for Submission by: David Brandt, City Manager
Attachments: A - Administrative Rules and Regulations of the Personnel Code excerpt
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CITY OF CUPERTINO
Legislation Details (With Text)
File #: Version:115-0632 Name:
Status:Type:Consent Calendar Agenda Ready
File created:In control:1/23/2015 City Council
On agenda:Final action:2/3/2015
Title:Subject: Amend the Catastrophic Leave section of the Memorandum of Understanding between the
City of Cupertino and the Operating Engineers Local No. 3 Union, AFL-CIO (OE3)
Sponsors:
Indexes:
Code sections:
Attachments:Staff Report
A - Draft Resolution
B - Side Letter to OE3 MOU
Action ByDate Action ResultVer.
City Council2/3/20151
Subject:AmendtheCatastrophicLeavesectionoftheMemorandumofUnderstanding
betweentheCityofCupertinoandtheOperatingEngineersLocalNo.3Union,AFL-CIO
(OE3)
AdoptResolutionNo.15-007amendingtheCatastrophicLeavesectionoftheMemorandumof
UnderstandingbetweentheCityofCupertinoandtheOperatingEngineersLocalNo.3Union,
AFL-CIO (OE3)
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S ADMINISTRATIVE SERVICES DEPARTMENT
CITY HALL
10 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255
TELEPHONE: (408) 777-3227 www.cupertino.org
CITY COUNCIL STAFF REPORT
Meeting: February 3, 2015
Subject
Amend the Catastrophic Leave section of the Memorandum of Understanding between
the City of Cupertino and the Operating Engineers Local No. 3 Union, AFL-CIO (OE3)
Recommended Action
Adopt Draft Resolution amending the Catastrophic Leave section of the Memorandum of
Understanding between the City of Cupertino and the Operating Engineers Local No. 3
Union, AFL-CIO (OE3).
Description
The City currently has identified one modification to the OE3 MOU to change the
eligibility requirements for Catastrophic Leave for OE3 members.
Discussion
The City’s Catastrophic Leave program allows active employees to donate unused
vacation and compensating time off hours to a catastrophic leave bank. The bank is
available to employees facing a serious illness that have exhausted their leave hours. All
requests are evaluated by the City’s Catastrophic Leave Committee made up of active
employees and requires medical verification.
In 2013, City staff met with bargaining groups to negotiate a change to the City’s
Catastrophic Leave policy that would allow employees still on probation to access the
program. The change was made in the City’s Administrative Rules and Regulations and
subsequently in the MOU between the City and the Cupertino Employees’ Association
(CEA). The MOU between the City and OE3, however, was not amended to reflect the
agreed upon change. The current discrepancy means that CEA and Unrepresented
probationary employees are eligible to apply for Catastrophic Leave hours but OE3
employees on probation are not. Staff recommends correcting this oversight and making
the policy consistent for all benefited employees.
We have discussed this change with OE3 and they concur with the proposed amendment.
Fiscal Impact
No fiscal impact is anticipated.
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___________________________________
Prepared by: Jaqui Guzmán, Acting Human Resources Manager
Reviewed by: Kristina Alfaro, Director of Administrative Services
Approved for Submission by: David Brandt, City Manager
Attachments:
A - Draft Resolution
B - Side Letter to OE3 MOU (Re: Section 14.12 - Catastrophic Leave)
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RESOLUTION NO. 15-
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CUPERTINO
ADOPTING SIDE LETTER NO. 1 AMENDING THE MEMORANDUM OF
UNDERSTANDING BETWEEN THE CITY OF CUPERTINO AND THE OPERATING
ENGINEERS LOCAL NO. 3 UNION, AFL-CIO
WHEREAS, a meeting has been held over a proposal concerning eligibility for the City’s
catastrophic leave policy between representatives of the City of Cupertino and of the Operating
Engineers Local No. 3 Union, AFL-CIO; and
WHEREAS, the agreement mutually obtained through these meetings has been recorded
in a Side Letter to the Memorandum of Understanding to be signed by both parties, which has
been submitted to the City Council for approval,
BE IT FURTHER RESOLVED that the City Council of the City of Cupertino hereby
adopts Side Letter No. 1 to the Memorandum of Understanding for the period of July 1, 2013 to
June 30, 2016, between the City of Cupertino and the Operating Engineers Local No. 3 Union,
AFL-CIO attached and incorporated as Attachment B.
PASSED AND ADOPTED at a regular meeting of the City Council of the City of
Cupertino this 3rd day of February 2015, by the following vote:
Vote Members of the City Council
AYES:
NOES:
ABSENT:
ABSTAIN:
ATTEST: APPROVED:
Rod Sinks, Mayor, City of Cupertino
Grace Schmidt, City Clerk
262
Attachment A
SIDE LETTER NO. 1 AMENDING THE MEMORANDUM OF UNDERSTANDING
BETWEEN CITY OF CUPERTINO AND
OPERATING ENGINEERS LOCAL UNION NO. 3, AFL-CIO
The City of Cupertino (“City”) and the Operating Engineers Local Union No. 3, AFL-CIO (“OE3”)
are parties to a Memorandum of Understanding (“MOU”) with a term ending June 30, 2016.
Catastrophic Leave
The City’s Catastrophic Leave program allows active employees to donate unused vacation and
compensating time off hours to a catastrophic leave bank. The bank is available to employees
facing a serious illness that have exhausted their leave hours. All requests are evaluated by the
City’s Catastrophic Leave Committee made up of active employees.
In 2013, the City met and conferred with Bill Pope and the OE3 shop stewards on a policy change
to the Catastrophic Leave policy. The labor/management team verbally agreed to allow employees
still on probation to access the program. The change was made in the City’s Administrative Rules
and Regulations and the MOU between the City and the Cupertino Employees’ Association (CEA).
Inadvertently, however, the change was never documented in writing or changed in the OE3 MOU.
This discrepancy means that Unrepresented and CEA probationary employees are eligible to apply
for Catastrophic Leave hours but OE3 probationary employees are not.
City has discussed correcting this oversight with the OE3 negotiating team to make the policy
consistent for all benefited employees. Both parties agree to allow all benefited employees to be
eligible to apply for Catastrophic Leave benefits.
Attached is a redlined excerpt of the OE3 MOU - Section 14.12: Catastrophic Leave which shows
the proposed change (Exhibit A).
This side letter agreement shall be effective retroactive to 12:01 a.m. January 1, 2015.
OPERATING ENGINEERS LOCAL CITY OF CUPERTINO
UNION No. 3
Mary Blanco David Brandt
Ty Bloomquist Jaqui Guzmán
Mike Loomis City Attorney, approved as to Form
John Hodgers
Jason Fauth
263
Attachment A
Exhibit A
Redlined excerpt of Operating Engineers Local No. 3 Union, AFL-CIO Memorandum of
Understanding
14.12 Catastrophic Leave
The City's catastrophic leave committee will establish a definition of catastrophic or life-
threatening illness. This committee will evaluate each individual case when it is submitted to
qualify to receive financial assistance. The only limitation is that the employee must be the one
facing the illness. The committee has the right to ask the applicant to submit further documentation
from the treating physician to determine the applicant’s eligibility for catastrophic leave hours.
Vacation hours and compensatory time off (CTO) hours are the only leave of absence
credits which may be donated in any pay period. A leave of absence transfer drive will be held
whenever necessary to provide for a minimum catastrophic leave bank balance of 40 hours. Upon
retirement or resignation, an employee can contribute up to 10 hours of sick leave provided that the
employee has a minimum of 320 hours of sick leave, which has previously become vested.
All benefited employees who have passed initial probation with the City will be eligible to
receive assistance. An employee does not have to be a contributor to be eligible. An employee or
their representative must complete a prescribed application form together with supporting medical
documentation to the Personnel Officer when applying for funds.
A recipient must have used all of their available leave hours before he/she is eligible. The
maximum amount is two months (LTD becomes available at this time).
264
CITY OF CUPERTINO
Legislation Details (With Text)
File #: Version:115-0648 Name:
Status:Type:Consent Calendar Agenda Ready
File created:In control:1/28/2015 City Council
On agenda:Final action:2/3/2015
Title:Subject: Re-advertise for two vacancies on the Technology, Information, and Communications
Commission (TICC) with full terms ending January 2019
Sponsors:
Indexes:
Code sections:
Attachments:Staff Report
A - Resolution No. 10-048 advisory commissions
Action ByDate Action ResultVer.
City Council2/3/20151
Subject:Re-advertisefortwovacanciesontheTechnology,Information,andCommunications
Commission (TICC) with full terms ending January 2019
SetanapplicationdeadlinedateofFriday,March6at4:30p.m.andscheduleaninterviewdate
of Tuesday, March 17 beginning at 6:00 p.m.
CITY OF CUPERTINO Printed on 2/2/2015Page 1 of 1
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OFFICE OF THE CITY CLERK
CITY HALL
10 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255
TELEPHONE: (408) 777-3223 www.cupertino.org
CITY COUNCIL STAFF REPORT
Meeting: February 3, 2015
Subject
Re-advertise for two vacancies on the Technology, Information, and Communications
Commission (TICC) with full terms ending January 2019.
Recommended Action
Set an application deadline date of Friday, March 6 at 4:30 p.m. and schedule an
interview date of Tuesday, March 17 beginning at 6:00 p.m.
Discussion
Council conducted TICC interviews for annual vacancies on Monday, January 26 for 3
full terms ending January 2019. Incumbent Rod Livingood was appointed to fill one of
those vacancies. Council wished to re-advertise the additional vacancies to receive a
wider selection of applicants.
Cupertino Resolution No. 10-048 states that:
Posting for unscheduled vacancies shall be posted no earlier than 20 days before
nor later than 20 days after the vacancy occurs, and at least 10 working days
before appointment.
If a vacancy occurs for an unexpired term and interviews for appointment to that
advisory body have been conducted within the previous ninety days, the
unexpired term may be filled from those applications following the required
posting of the vacancy.
The vacancies would be posted on January 28 which meets the 10 working days
requirement.
_____________________________________
Prepared by: Grace Schmidt, City Clerk
Approved for Submission by: David Brandt, City Manager
Attachments: A – Resolution No. 10-048
266
RESOLUTION NO. 10-048
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CUPERTINO
RESCINDING RESOLUTION NO. 07-129 AND AMENDING THE RESOLUTION
ESTABLISHING RULES GOVERNING RECRUITMENT, ATTENDANCE,
APPOINTMENTS, AND VACANCIES ON CITY ADVISORY BODIES TO CHANGE
THE MANDATORY WAITING PERIOD TO TWO YEARS BEFORE
COMMISSIONERS CAN APPLY FOR THE SAME COMMISSION OR
COMMITTEE
WHEREAS, the City of Cupertino wishes to establish uniform terms and conditions
of office for advisory commissions; and
WHEREAS, there are within the City of Cupertino many citizens with talent,
expertise and experience who wish to serve the community; and
WHEREAS, the City Council believes it is important to provide these citizens the
opportunity to contribute to their community;
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of
Cupertino rescinds Resolution No.02-064 and establishes the following rules governing
recruitment, appointment and reappointment to City of Cupertino Advisory bodies.
A. RECRUITMENT
1. Two months before regular terms expire, or immediately following receipt of
a resignation, the City Clerk distributes the vacancy notice as follows:
• The Cupertino Scene
• The Cupertino Courier
• The World Journal
• The Cupertino City Channel
• City Hall bulletin board
• The City Clerk’s Office
• The Cupertino Library
• The Cupertino Chamber of Commerce
• Cupertino City Web site
• Other organizations as appropriate with respect to the openings
• All persons with applications on file for that particular commission
2. Two months before regular terms expire, the City Clerk’s Office also mails
the vacancy notice to the following individuals:
• Students and graduates of Cupertino Emergency Response Training
• Students or graduates of Leadership Cupertino
• Neighborhood Block Leaders
267
Resolution No. 10-048 Page 2
• Individuals who have signed up for notification at the Cupertino Town
Hall meetings.
3. All vacancy notices and posting shall be done in accordance with the
provisions of the Maddy Act, California Government Code 54970.
Specifically, vacancy notices shall be posted for a minimum of 10 days.
4. Applications will be retained for a maximum of one year after Council review.
After that time, applicants shall submit a new application if they wish to
remain on the list for consideration.
5. Those persons with applications on file within one year of Council review are
advised of the vacancy by the City Clerk and may activate that application.
Upon receipt of the vacancy notice, the applicant must contact the City
Clerk’s Office and ask that the application be reactivated.
6. An applicant may file for a maximum of two commissions at any one
application period.
7. A member of an advisory body, having completed two consecutive terms,
must wait two years after the term would have normally ended before being
eligible to apply for the same commission or committee.
8. Application forms will be available in the City Clerk’s Office and will be
mailed upon request with information about the opening(s). Application forms
will also be available on the City’s Web site.
9. No application shall be accepted after the deadline.
10. When the final deadline has passed, the City Clerk’s Office will mail
applicants the date, time and location of the interviews along with sample
questions to consider.
11. The City Clerk’s Office will copy the applicants’ written material for Council
members. The written material will also be available for public review in the
City Clerk’s Office.
12. An applicant who is unable to attend the interview may submit a five-minute
video presentation in advance of the interview meeting. The tape will be
reviewed at the meeting. The video will be made by City staff at the
applicant’s request upon the approval of the City Clerk. The City will fund
these costs.
268
Resolution No. 10-048 Page 3
B. INTERVIEWS AND APPOINTMENTS
1. When Council meets to conduct interviews, it is a public meeting subject to
the Brown Act and therefore open to the public. The candidates will be asked
by the City Clerk (either in person or by written instructions left in the waiting
area) to remain seated in the waiting area until they are called in for the
interview. Candidates will also be asked to return to the waiting area until the
announcement of the vote, or to go home and contact the City Clerk’s Office
the next day regarding the results. However, all applicants and members of the
public have the option of remaining in the room for any or all of the meeting.
2. The order in which interviews are scheduled to take place will be determined
by a drawing of names. The City Clerk will do this in advance.
3. Interviews are informal and usually last 5-8 minutes. Council members are
looking for:
• Familiarity with the subject
• Decision-making ability
• Commitment to the position for which they have applied
4. Appointments will be made following a vote in public. Ballots will be
distributed, and Council members will vote and sign the ballots. The City
Clerk will announce the votes.
5. All appointees will be provided with a Certificate of Appointment.
C. UNSCHEDULED VACANCIES AND ATTENDANCE
1. If a vacancy occurs for an unexpired term and interviews for appointment to
that advisory body have been conducted within the previous ninety days, the
unexpired term may be filled from those applications following the required
posting of the vacancy.
2. The notice of unscheduled vacancy shall be posted no earlier than 20 days
before nor later than 20 days after the vacancy occurs, and at least 10 working
days before appointment. The notice of unscheduled vacancy must be posted
in the Office of the City Clerk, at the City Hall bulletin board, at the Cupertino
Library, and in other places designated by the City Clerk.
3. A member shall be considered removed from an advisory body under the
following conditions.
• A member misses more than three consecutive meetings
• A member misses more than 25% of the advisory body’s meetings in a
calendar year
269
Resolution No. 10-048 Page 4
4. It is the responsibility of the advisory body’s staff liaison to notify the City
Clerk of a member’s attendance record to allow sufficient time to send a
warning notice if the member has missed three consecutive meetings or 25%
of the meetings, and to send a termination notice if the member has missed
more three consecutive meetings or more than 25% of the meetings in a
calendar year.
5. A member who has been removed from an advisory body for inadequate
attendance may request a waiver of this provision by submitting a letter to the
City Council setting forth the reason for the absences and confirming future
availability.
D. GENERAL PROVISIONS
1. Term limit restrictions listed in this resolution do not apply to temporary
appointments for unexpired terms.
2. All provisions of this resolution shall apply unless otherwise decided by the
City Council on a case-by-case basis.
3. In the event that any provision of this resolution conflicts with the provisions
of any other ordinance or resolution governing a particular advisory body, the
provisions governing that advisory body shall prevail.
PASSED AND ADOPTED at a regular meeting of the City Council of the City of Cupertino
this 16th day of March, 2010, by the following vote:
Vote Members of the City Council
AYES: Wang, Wong, Chang, Mahoney, Santoro
NOES: None
ABSENT: None
ABSTAIN: None
ATTEST: APPROVED:
/s/ Kimberly Smith /s/ Kris Wang
_____________________ ______________________
City Clerk Mayor, City of Cupertino
270
CITY OF CUPERTINO
Legislation Details (With Text)
File #: Version:114-0548 Name:
Status:Type:Consent Calendar Agenda Ready
File created:In control:11/18/2014 City Council
On agenda:Final action:2/3/2015
Title:Subject: Second Amendment to an Agreement between the City of Cupertino and the Gilbane
Building Company for consultant services for construction management on various projects
Sponsors:
Indexes:
Code sections:
Attachments:Staff Report
A - Draft Second Amendment to the Agreement
B - Executed First Amendment to the Agreement
Action ByDate Action ResultVer.
City Council2/3/20151
Subject:SecondAmendmenttoanAgreementbetweentheCityofCupertinoandtheGilbane
Building Company for consultant services for construction management on various projects
ApproveaSecondAmendmenttoanAgreementbetweentheCityofCupertinoandthe
GilbaneBuildingCompanyintheamountnottoexceed$1,478,489.00foranadditionaltermof
approximately12months,fromthedateofexpirationoftheFirstAmendmentthroughMarch
31, 2016
CITY OF CUPERTINO Printed on 2/2/2015Page 1 of 1
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PUBLIC WORKS DEPARTMENT
CITY HALL
10 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255
TELEPHONE: (408) 777-3354 www.cupertino.org
CITY COUNCIL STAFF REPORT
Meeting: February 3, 2015
Subject
Second Amendment to an Agreement between the City of Cupertino and the Gilbane
Building Company for consultant services for construction management on various
projects.
Recommended Action
Approve a Second Amendment to an Agreement between the City of Cupertino and the
Gilbane Building Company increasing the contract compensation by $344,489 for a total
amount not to exceed $1,478,489.00 and for an additional term of approximately 12
months, from the date of expiration of the First Amendment through March 31, 2016.
Description
In July 2013 Council approved an agreement with Gilbane Building Company (Gilbane)
to provide construction management (CM) services for multiple capital improvement
projects for an amount not to exceed $1,134,000. The term of the agreement ends on
March 31, 2015.
As of this time, Gilbane has provided CM services for six projects that are either
complete or under construction. Another two projects are included in the current
agreement to be started. The term of the contract must be extended to complete the
project work currently underway and the remaining two projects that are yet to start
construction.
Aside from extending the contract for the current projects included in the agreement,
staff recommends adding seven more projects that are planned to start and complete
construction within the next year.
Background
In accordance with City practices, staffing for the City is maintained at a lean level. The
City relies on external resources to augment the city staff when needed. The capital
improvement program has increased in the number of active projects, exceeding the
capability of internal staff to cover all aspects of project management.
272
The CIP for fiscal years 2012/13 and 2013/14 included numerous projects that were
funded for design and construction and the FY 2014/15 CIP budget added more
projects. A couple of the projects have been completed and several of the projects have
progressed to the construction stage or will within the next year.
Anticipating the need for these services, staff completed a qualifications-based
consultant selection process in February 2013. In response to a Request for
Qualifications, the City received seven Statements of Qualification from firms within
the Bay Area, which were evaluated for relevant skills and experience. The three top-
ranked firms were invited to interview. Based on the interviews, the Gilbane Building
Company was selected to provide the construction management services based on
relevant experience, depth and breadth of skills, accessibility of the firm, and
knowledge of the local construction market.
Under the authority of the Director of Public Works, an advance agreement with
Gilbane was approved and executed in May 2013, in order to provide the pre-
construction services needed for the Stevens Creek Corridor & Park-Phase 2 and the
Environmental Education Center & Blacksmith Shop Relocation projects. In July 2013
Council approved the first amendment to this agreement to provide CM services for
multiple projects. To date, the firm has provided CM services for six projects that are
either complete or under construction. Staff has found Gilbane to be very competent,
thorough, and responsive in providing the needed services to the City, and that as such
they are providing value to the citizens. The term of the current amended agreement
ends on March 31, 2015. Two of the projects have not started construction.
Discussion
Construction management services continue on several of the projects authorized under
the current agreement. Therefore the term of the current agreement must be extended
in order for Gilbane to complete the services anticipated under the agreement and for
the City to have the needed expertise to oversee the construction contracts.
Staff recommends continuing to engage Gilbane to provide CM services for multiple
projects over the next fourteen months, including to add seven more projects to the
agreement that are anticipated to start and complete construction within that
timeframe. All of the projects proposed to be added to the agreement are currently
funded in FY 2014/15. The budgeted funds for all of these capital projects include
allocations for construction management, so no additional funding is required for
additional compensation for Gilbane.
Using a single firm to provide this needed service for multiple projects is efficient. Staff
has negotiated an amendment to the current agreement that adds seven projects to the
scope of services. Under this proposed amended agreement, CM services for most of
273
the capital construction projects funded by the CIP budget in fiscal years 2012/13,
2013/14, and 2014/15 would be performed by Gilbane. Under the proposed Second
Amendment of the Agreement, the consultant will perform the day-to-day contract
management for the projects listed below:
Stevens Creek Corridor & Park-Phase 2 – Project Completed
Dog Park – Project Completed
Environmental Education Center & Blacksmith Shop Relocation (including Outdoor
Gathering Shelter, McClellan Ranch Park Restroom & Access Upgrades, Solar PV
System) – Project under Construction
Service Center Solar Project – Project under Construction
Sport Center Project: Retaining Wall Replacement – Project under Construction
Quinlan Community Center Interior Upgrades – Project under Construction
Sports Center Project: West Side Court Improvements
Monta Vista Storm Drain
New Projects
Portal Park – Collins Sch. Cricket Pitch/Batting Cage Replacement
Wilson Park – Bleacher Shade & Ball Protection Fence Project
Wilson Park – Building & Landscape Improvement
Monta Vista Rec. Ctr. – Pre-School Play Area Improvements
McClellan Ranch – Pedestrian, Parking, Landscape Improvements
Senior Ctr. – Exercise Room Wood Floor Replacement
Bubb Rd. Storm Drain Improvements
Staff has included an Additional Services amount so that the scope of services may be
adjusted on a project-by-project basis in response to actual project conditions.
Subject to Council approval of the Second Amendment to an Agreement between the
City of Cupertino and the Gilbane Building Company, the term of the agreement will be
extended by twelve months to March 31, 2016, and the maximum compensation will be
increased by $344,489 to $1,478,489.
Sustainability Impact
Not applicable
Fiscal Impact
No appropriation is required for this action. Subject to Council approval of this second
amendment of an agreement between the City and Gilbane, the requisite funds will be
encumbered from each CIP project budget. The Additional Services amount will only
be encumbered when there is a need for more services and a project fund is determined.
_____________________________________
274
Prepared by: Katy Jensen, Capital Improvement Program Manager
Reviewed by: Timm Borden, Director of Public Works Department
Approved for Submission by: David Brandt, City Manager
Attachments:
A – Draft Second Amendment to the Agreement
B – Executed First Amendment to the Agreement
275
Page 1 of 3
Second Amendment to
Gilbane Building Company Agreement
SECOND AMENDMENT TO AGREEMENT BETWEEN THE CITY OF CUPERTINO
AND GILBANE BUILDING COMPANY FOR CONSULTANT SERVICES FOR
CONSTRUCTION MANAGEMENT ON VARIOUS PROJECTS
This Second Amendment to the Agreement between the City of Cupertino and
Gilbane Building Company, for reference dated February 4, 2015, is by and between the
CITY OF CUPERTINO, a municipal corporation (hereinafter ʺCITYʺ) and Gilbane
Building Company, a California corporation whose address is 1798 Technology Drive,
Suite 120, San Jose, Ca 95110, (hereinafter “CONSULTANT OR CM”), and is made
with reference to the following:
RECITALS:
A. On May 20, 2013, an agreement was entered into by and between CITY
and Gilbane Building Company (hereinafter ʺAgreementʺ).
B. On July 17, 2013, the CITY and CONTRACTOR entered into a First
Amendment to this Agreement (hereafter, the Agreement and the First
Amendment are collectively referred to as the “Agreement”).
C. CITY and Gilbane Building Company desire to modify the Agreement on
the terms and conditions set forth herein.
NOW, THEREFORE, it is mutually agreed by and between and undersigned
parties as follows:
1. Paragraph 1. Term of the Agreement is modified to read as follows:
The term of this Agreement shall commence on the date this Agreement
was first executed and shall terminate on March 31, 2016 unless
terminated earlier as set forth herein.
2. Paragraph 4. Compensation to CONSULTANT of the Agreement is
modified to read as follows:
The maximum compensation to be paid to under this agreement shall
not exceed ONE MILLION FOUR HUNDRED SEVENTY EIGHT
THOUSAND FOUR HUNDRED EIGHTY NINE DOLLARS ($ 1,478,489). The
rate of payment is set out in Exhibit C, titled “Compensation”, which is
attached hereto and incorporated herein.
CONSULTANT shall furnish to CITY a detailed statement of the work
performed for compensation during the term of this Agreement.
CONSULTANT may submit monthly invoices for interim progress
ATTACHMENT A
276
Page 2 of 3
Second Amendment to
Gilbane Building Company Agreement
payments during the course of each phase, clearly stating at a
minimum the total Contract amount, amount paid to date, percent
complete and amount due.
3. The following exhibits to the agreement are amended and replaced to
read as shown in the attachments to this amendment:
Exhibit A Revised ‐ Scope of Services
Exhibit B Revised ‐ Schedule of Performance
Exhibit C Revised– Compensation
Exhibit C – 1 Revised– Consultant Hourly Rates for Additional Services
4. CONSULTANT agrees to comply with all applicable requirements
described in Exhibit D, attached and incorporated by reference.
Except as expressly modified herein, all other terms and covenants set forth in
the Agreement shall remain the same and shall be in full force and effect.
277
Page 3 of 3
Second Amendment to
Gilbane Building Company Agreement
IN WITNESS WHEREOF, the parties hereto have caused this modification of
Agreement to be executed.
Gilbane Building Company CITY OF CUPERTINO
A Municipal Corporation
By By ____________________________
City Manager, David Brandt
Title
Date____________________
APPROVED AS TO FORM:
By ___________________________
City Attorney, Carol Korade
ATTEST:
By _____________________________
City Clerk, Grace Schmidt
Total Contract Amount: $ 1,478,489
(2nd Amendment Amount $344,489)
278
EXHIBIT A - REVISED
SCOPE OF SERVICES
CONSULTANT (CM) shall perform professional construction management services as detailed
in the following sections related to various construction projects in Cupertino.
SECTION 1. GENERAL
A. General PROJECT Description: The PROJECT involves providing pre-construction, bid
phase, construction phase and post construction phase contract management services.
Services may include but are not limited to utility coordination; constructability/bid
ability review of the plans and specifications; cost analysis; and other pre-construction
work, bid phase, construction phase and post construction phase services on various
CITY construction projects. The projects include: 1) Stevens Creek Corridor Park &
Restoration – Phase 2, 2) McClellan Ranch Environmental Education Center and
Blacksmith Shop Relocation, 3) Mary Avenue Dog Park, 4) Monta Vista Storm Drain,
5).Quinlan Center Interior Upgrade, 6A) Sports Center Projects: Retaining Wall Repair,
6B) Sports Center Project: West Side Court Improvements, 7) Annual Pavement
Maintenance Program Phase 1, 8) Annual Pavement Maintenance Program Phase 2, 9)
Service Center Solar Project, 10) Portal Park – Collins Sch. Cricket Pitch/Batting Cage
Replacement, 11) Wilson Park – Bleacher Shade & Ball Protection Fence Project, 12)
Wilson Park – Building & Landscape Improvements, 13) Monta Vista Rec. Ctr. – Pre-
School Play Area Improvements, 14) McClellan Ranch – Pedestrian, Parking, Landscape
Improvements, 15) Senior Ctr. – Exercise Room Wood Floor Replacement, 16) Bubb Rd.
Storm Drain Improvements. The CITY has the option to add or change the projects at a
later time.
B. Individual Project Descriptions:
1. Stevens Creek Corridor Park & Restoration – Phase 2 project is located on Stevens
Creek south of Stevens Creek Boulevard and north Blackberry Farm picnic area,
project consists of demolition; clearing; tree removal; earthwork; grading, creek
dewatering; construction of a modified creek channel between Blackberry Farm Park
and Stevens Creek Blvd.; construction of concrete bridge abutments and installation
of steel pedestrian bridge; installation of a pervious concrete trail, utilities
modifications; planting; compliance with regulatory requirements; and related
elements.
2. McClellan Ranch Environmental Education Center and Blacksmith Shop Relocation
Projects is located at 22221 McClellan Road, project consists of the of constructing a
building that will be approx. 2,100 square feet; the building will also include approx.
1,100 square feet of covered outdoor area. The building will contain 2 class rooms,
restroom, resource room and office space with other space for storage and
operational area. The project also includes the relocation of the existing Blacksmith
Shop and the accessible upgrade to the existing park restrooms. There will also be
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 1 of 57
279
some site work for accessibility improvements and access. The estimated
construction contract to be approximately $ 1,100,000.
3. Mary Avenue Dog Park project is located on the west side of Mary Avenue north of
Stevens Creek Boulevard and will consist of two phases. The first phase is the soil
remediation phase where the site will be remediated of lead-contaminated soil. The
second phase will develop a dog park that will be approximately 22,000 square-feet
and be split into a large and a small dog area with fencing and other amenities and
potentially landscaping. The estimated construction contract to be approximately
$ 120,000.
4. Monta Vista Storm Drain project consists of the installation of a main storm drain on
Orange and Byrne Avenues and will include the installation of drop inlets and
asphalt swales for drainage in a mostly unimproved area of Cupertino. The
estimated construction contract to be approximately $ 530,000.
5. Quinlan Center Interior Upgrades project is located at 10185 N. Stelling road. Project
consists of replacement of furniture and interior color schemes and some circulation
changes. The estimated construction contract to be approximately $ 225,000.
6. Sports Center is located at 21111 Stevens Creek Boulevard. Project 6A consists of the
replacement of an existing failing retaining wall along some tennis courts and a
private development. Project 6B includes the installation of a sports court on an area
that contained a swimming pool that has been filled in with dirt. The work may also
include the resurfacing of some existing tennis courts and the installation of lighting.
7. Annual Pavement Maintenance Program Phase 1 project consists of the
removal/replacement of failed asphalt, overlay of various streets and mill/fill of
various streets. There will also be crack-filling on collector streets. Work on arterial
streets and significant intersections shall be completed at night. The estimated
construction contract to be approximately $ 1,400,000.
8. Annual Pavement Maintenance Program Phase 2 project consist of the placement of
rubberized asphalt on Stevens Creek Blvd. from Hwy 85 to DeAnza Blvd. Also
included the placement of rubberized cape seal on collectors and conventional Type
III chip on rural roads and conventional cape seal on various residential streets and
Type II slurry on various residential streets. Work on Stevens Creek Blvd. shall be
night work. The estimated construction contract to be approximately $ 2,250,000.
9. Service Center Solar Project consists of the installation of a carport style solar PVC
system in the parking area at the Service Center.
10. Portal Park – Collins Sch. Cricket Pitch/Batting Cage Replacement project consist of
the replacement of the two existing cricket pitch/batting cages including artificial
turf.
11. Wilson Park – Bleacher Shade & Ball Protection Fence Project consists of the
installation of shade canopies over the bleachers at the ball fields and extending
existing fencing and install ball safety netting screens along the 1st and 3rd base lines
and at backstops.
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 2 of 57
280
12. Wilson Park – Building & Landscape Improvement project consists of remodeling
the existing kitchen area in the building on the northeast side of the park, and the
installation of irrigation and drought tolerant plants around the building.
13. Monta Vista Rec. Ctr. – Pre-School Play Area Improvements project consists of
constructing a play area with play structures appropriate for pre-school aged
children.
14. McClellan Ranch – Pedestrian, Parking, Landscape Improvement project consists of
installation of pedestrian paths to connect the ranch house and nature center to the
new Environmental Education Center and the right-of-way, upgrade the existing
parking area and installing landscape for erosion control around the new
Environmental Education Center and Blacksmith shop. There will be some
accessibility upgrades achieved by this work.
15. Senior Ctr. – Exercise Room Wood Floor Replacement project consists of the
replacement of the existing wood floor in the exercise room with a new wood floor.
16. Bubb Rd. Storm Drain Improvements project consists of the construction of
improvements to increase the capacity of the storm drain system in Bubb Road. This
could include work on McClellan Rd.
C. General Performance Requirements:
1. The performance of all services by CONSULTANT shall be to the satisfaction of
the CITY, in accordance with the express terms hereof, including but not limited
to the terms set out in detail in this scope of services and the standard of care
provisions contained in this AGREEMENT.
2. CONSULTANT shall be responsible for coordinating the work of all consultants
and contractors, as needed or as directed by the CITY. CONSULTANT shall
schedule meetings and prepare meeting agendas and minutes for all PROJECT
meetings during the execution of this agreement under the scope of work. All
minutes of meetings are due to the CITY within five (5) working days after the
meeting. CONSULTANT shall provide copies of such documentation to the
CITY, and as directed by the CITY, to other appropriate agencies and entities.
3. CONSULTANT shall designate and provide to the CITY the names of their team
members for the PROJECT. The team members shall be satisfactory to the CITY.
CONSULTANT shall not substitute any team members without the prior approval
of the CITY. CITY retains the right to reject team members assigned by
CONSULTANT or require replacement of team members.
4. CONSULTANT shall manage its SUBCONSULTANTS, and administer the
PROJECT. CONSULTANT shall consult with the CITY, research applicable
information, and communicate with members of the PROJECT team.
5. CONSULTANT shall meet weekly with CITY’s assigned project manager for the
respective construction projects to provide an update on the current status of the
construction project. CM will provide the CITY’s assigned project manager with
a summary report.
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6. CONSULTANT and CONSULTANT’s subconsultants and subcontractors
shall comply with applicable requirements of City’s Applicant-State
Agreement No. 04-20-035 Environmental Enhancement and Mitigation
(EEM) Program for the Stevens Creek Corridor Park & Restoration - Phase
2 project. A copy of the agreement marked Exhibit D is attached hereto
and incorporated herein by reference.
D. CONSULTANT shall effectively manage the assigned construction projects for the
efficient, progressive, and proactive delivery of each construction project. For each
assigned construction project, the CONSULTANT may provide any or all of the
following tasks and subtasks under Section 2, as each specific project requires.
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SECTION 2. TASKS
Task 1 – Pre-Construction Phase - work shall include but is not limited to the following:
1. Conduct a constructability review of the construction documents (50%, 95% and 100%)
for the various projects. Provide a written report with recommendations for changes.
2. Cost Estimate review and value engineering for various projects. Provide a written
report with recommendations.
3. Utility coordination for projects. Work shall include a survey of existing utilities, the
development of utility service plan for new and existing structures, coordinating with
consultant preparing the project plans and making application to the utility companies
for service.
4. Assist with the building permit approval process. Work shall include but is not limited
to coordinating with design consultant and building department to receive an approved
building permit.
5. Assist with the review and approval process for other permits and regulatory
requirements. Work shall include but is not limited to coordinating with design
consultant, city staff, and regulatory agencies to apply for and secure approved permits
and authorizations as needed.
6. Assist with the development and conducting of public outreach programs to assist in
providing public information regarding project.
7. Assist with grant administration during the project.
Task 2 – Bid Phase - work shall include but is not limited to the following:
1. Conduct a pre-bid Conference with prospective Bidders.
2. Assist with the issuing of Addendums.
3. Assist in the development of bidders’ interest in a project.
4. Review bid documents and assist the CITY in evaluation of bidders Statement of
Qualifications for responsible low bidder and assist in analyzing bid protest as may be
necessary.
5. Tabulation and evaluation of bid results. Assist in the evaluation of bid alternatives and
make recommendations on award.
6. Assist in review and processing of substitution submittals during bid and construction
phase.
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Task 3 – Construction Phase – work shall include but is not limited to the following:
1. Administration and Coordination of Construction Contract: CM will provide
administrative, construction management and related services necessary to administer
the Construction Contract on each assigned project. CM’s services shall include but are
not limited to the following:
a. Scheduling, coordinating and conducting pre-construction and construction
meetings; recording, maintaining and distributing minutes thereof.
b. Prior to start of project construction the CM and CITY will come to agreement on
the format for all project records to be kept and turned over to the CITY at the
completion of the project. Documents may be hard copies and/or electronic. CM
will make recommendations on programs to be used for tracking and other
record keeping needs.
c. Develop and implement a procedure for the submittal and processing of
submittals with the design consultant. This shall include preparing and
updating logs. Provide preliminary review for completeness and general
compliance of submittals that are to be reviewed by the design consultant.
Provide review and response for submittals that do not involve the design
consultant (such as Safety Plan, Fire Protection Plan). Sign and date such
submittals with response: Reviewed or Revise and Resubmit.
d. Develop and implement a procedure for the submittal and processing of
substitution requests with the CITY and the design consultant. This shall include
preparing and updating logs.
e. Develop and implement a procedure for timely handling and disposition of the
Contractor’s request for information (RFI) or clarifications with the design
consultant. This shall include preparing and updating logs.
f. Establish and implement procedures for the timely transmittal and receipt of
communications, drawing and other information between CM, design consultant
and the Contractor relating to construction of the project.
g. Develop and implement a procedure for the timely submittal, processing and
tracking of Contract Change Orders (CCO), Request for Price Quote (RPQ), etc.
with the CITY. This shall include preparing and updating logs.
h. Coordinate and maintain a project directory for the project, with emergency
contact information.
i. Review the Contractor’s comprehensive schedule that establishes a base line and
reports the status and progress of the project. The schedule should include
details such as milestones and key activities to track project progress. Review the
Contractor’s three week look ahead schedule. Verify that schedules conform to
the construction contract documents.
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j. Work with CITY and Contractor to maintain use of existing facilities that are
affected by the construction, to minimize the disruption to the existing facilities
and to have their continued use during the construction of the project. This
includes all phase of construction and delivery of materials.
2. Monitoring of construction costs and progress payments, CM services shall include but
are not limited to the following:
a. Provide and maintain project level reports for budgeting and contingency
tracking; contract payment status; cash flow forecasting and analysis; grant
documentation; and other financial reporting as necessary to support the CITY’s
accounting needs. CM shall maintain records reflecting the actual costs for
activities completed or in progress, including records relating to work performed
on a unit cost basis and additional work performed by the Contractor on a time
and materials basis. CM shall monitor and advise the CITY of costs pertaining to
potential, pending and completed changes; and potential or pending claims.
b. Develop a procedure for submittal, review and processing of the progress
payments to Contractor, along with associated forms and reporting systems. CM
shall review progress payment applications and work with Contractor to achieve
agreement on the progress payment amount. CM will verify that the “as built”
check set of plans by the Contractor are updated prior to approval of progress
payment being submitted to the CITY. CM will require Contractor to provide a
conditional waiver and release for progress payments and a final release and
waiver for the final payment. CM will certify that the data in each application
for progress payment is to the best of CM’s knowledge, information and belief,
the work has progressed to the point indicated in the application for progress
payment and the quality of the work is generally in accordance with the contract
documents. CM’s review of application for progress payment shall be
undertaken and completed in a timely manner so that the CITY can meet its
obligations to make progress payment due Contractor within the time permitted
by applicable law without incurring interest liability or other penalties/liabilities.
CM shall also verify the progress payment satisfies any grant requirement.
3. Substantial completion and final completion, CM services shall include but are not
limited to the following:
a. Consult with the design consultants and CITY to jointly ascertain the
achievement of substantial completion of the project. If upon inspection of the
project substantial completion has not been achieved, the CM will assist the
design consultant in noting the conditions of the work and the measures
necessary for the Contractor to achieve substantial completion. Upon
determining that the Contractor has achieved substantial completion the CM will
coordinate the CITY’s and design consultant’s final inspection of the work to
note punch list items to be completed by the Contractor as a condition to achieve
final completion.
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b. Assist the CITY in issuing a certificate of substantial completion and final
completion, as applicable.
4. Progress Records, CM services shall include but are not limited to the following:
a. Maintain records of the progress of construction of the project, including written
progress reports and photographs reflecting the status of construction and
percentage completion of the project. CM will maintain daily records during
construction of the project showing weather conditions, personnel of the
Contractor and Subcontractor at the site, work accomplished, problems
encountered and other matters materially affecting the project, completion of the
project or construction cost to complete construction of the project. CM shall
maintain project records for test results and special inspection results.
b. Provide monthly progress reports on the project.
5. Site observations of project, CM services shall include but are not limited to the
following:
a. CM shall be on-site during construction of the project and substantially at all
times during which there are construction activities at the site. CITY and CM
may agree to the amount of time required to be at the site for observation,
however this does not relieve the CM from the requirement of having knowledge
of the status of the work.
b. Coordinate testing, lab services and inspections, this includes by outside firms.
CM will work with the Building Department for permit inspections coordination
and final approvals of permit. Provide testing and test results by testing firm
acceptable to CITY. Such testing services shall be a reimbursable expense as
described in Task 5.
c. Maintain at the site the following documents at a minimum: Contract,
Drawings, Specifications, approved Change Orders, Submittals, building
permit, SWPPP and associated testing or monitoring documentation, other
permits, applicable codes, rules and regulation and other written or electronic
materials relating to the project.
d. CM will endeavor to guard the CITY against defects and deficiencies in
construction and workmanship of the project on the basis of its site observations,
and a quality control program established and implemented hereunder to
monitor construction workmanship for conformity: 1) accepted industry
standards; 2) applicable laws, codes, regulations, ordinances or rules: 3) and
the requirements of the construction documents.
e. CM shall reject work whenever in the ordinary course of discharging its services
the CM discovers or observes patent conditions of defective or deficient
construction and workmanship which as or may have an adverse impact upon
the project’s life-safety systems or operations, structural elements or integrity of
the safety of persons or property. CM shall take prompt action appropriate
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under the circumstances, including stopping the work and thereupon notifying
the CITY in writing. CM’s responsibilities hereunder shall be limited to defective
or deficient work or an apparent or patent nature.
f. Review the Contactor safety program and the requirements of the construction
documents and applicable law. CM shall monitor the Contractor’s compliance
with safety programs and advise the CITY of measures, if any, necessary or
appropriate to obtain the Contractor’s compliance. By undertaking the
obligation hereunder, CM shall not be deemed to have assumed responsibility of
the adequacy or sufficiency of safety programs implemented by the Contractor,
but the CM is responsible for verifying that the Contractor has established a
safety program, that the safety program established by the Contractor is in
compliance with applicable law, rule or regulation and that the Contractor has
implemented its safety program.
g. CM shall promptly notify the CITY in writing of all CM observed instances of
Contractor’s failure to comply with applicable safety requirements. If in the
course of performing services during the construction, the CM observes a safety
violation or other unsafe condition on or about the site or surrounding area
which have a immediate or potential or actual adverse effect on life or property,
the CM is authorized, without prior notice to the CITY or prior directive by the
CITY, to take all actions deemed necessary and appropriate by the CM under the
then existing circumstances to prevent such actual or potential adverse effect.
h. CM shall become familiar with all CEQA documents and permit requirements
from other agencies having jurisdictions over the site or work that will affect the
project and the construction site. CM shall be responsible for monitoring all
aspects of the project as it relates to the requirements. CM shall monitor the
Contractor’s compliance with all requirements of the CEQA documents and
permits by other agencies. CM shall take prompt action appropriate under the
circumstances, including stopping the work and thereupon notifying the CITY in
writing if Contractor is not following all requirements.
6. Contract Change Order (CCO) processing, CM services shall include but are not limited
to the following:
a. Coordinate and disseminate correspondence, drawings and other written
materials by and between the Contractor, the CITY and the design consultants
relating to changes to the project. CM will coordinate the Contractor’s
performance of changes authorized by the CITY. CM shall maintain a log or
other written records to monitor the pendency and disposition of change and
CCOs to keep the CITY advised of the status of the same and the actual or
potential impact of any particular change or CCO or the cumulative effects
thereof on the construction cost or time for completion of construction of the
project.
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b. Assist the CITY and design consultant in evaluation of requests for the Contactor
for issuance of CCOs, assist in negotiations with the Contractor relative to the
CCOs proposals and the adjustment of the contract price or the contract time
under the construction contract. CM will make recommendations to the CITY
and the design consultant for handling and disposition of the Contractor’s
proposal relative to the changes. If a change to the construction contract is
approved or authorized by the CITY, CM will assist the CITY and the design
consultant in the preparation of a CCO reflecting such approved or authorized
change to the construction contract. The CM is not authorized, without the prior
consent and approval of the CITY, to effectuate or authorize any change to the
work of the project. The CM shall be liable to the CITY for all direct and
consequential costs, losses or damage resulting from the CM’s direction or
authorization of effectuate a change to the work of the project without the prior
direction and authorization by the CITY.
7. Claims handling, CM service shall include but are not limited to the following:
a. Assist the design consultant in the review, evaluation and processing of claims
asserted by the Contractor; CM will make recommendations to the CITY as to
merit, handling and disposition of Contractor’s claims. Except in the event that
the CM is alleged to have caused or contributed to the circumstances giving rise
to a Contractor claim or other Contractor demand for compensation, services of
the CM to prepare documentation or provide testimony in a mediation,
arbitration or judicial proceeding arising out of such a claim or demand for
compensation shall be deemed additional services. If the CM is alleged to have
caused or contributed to a Contractor claim, the CM’s claims handling services,
including without limitation, claims analysis, assistance in preparing
briefs/graphic materials in connection with negotiations or dispute resolution
proceeding relating to a Contractor claim shall be deemed part of the CM’s basic
services under this agreement.
8. CM equipment, CM shall provide the following equipment necessary to carry out CM
duties:
a. Provide all equipment, furnishings and other items necessary to complete the
services required for the project. Including without limitation, trailer,
computers, related hardware, software, vehicles, cell phones, office equipment
and copiers.
Task 4 – Post-Construction Phase – work shall include but is not limited to the following:
1. Contractor closeout document review, CM services shall include but are not limited to
the following:
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a. Receive from the Contractor the closeout documents and items to be submitted
by the Contractor under the terms of the Construction Contract upon completion
of its obligations under the Construction Contract. The CM shall review each
Contractor’s closeout submitatals to determine conformity with the requirements
of the Construction Contract. If the CM determines that any Contractor’s
closeout submittals are not in conformity with requirements of the construction
contract, the CM shall make recommendations to the CITY for measures to
secure compliance with the requirements of the construction contract. The CM
shall deliver to the CITY all of the Contractor’s closeout submittals, including the
Contractor’s as-build drawings which the CM shall transmit to the design
consultant for preparation of the record drawings. The CM shall monitor the
design consultant’s preparation and completion of the project record drawings
prior to delivering to the CITY.
b. Within thirty (30) days of the date of issuance of a Certificate of Final Completion
for the construction contract, the CM shall assemble and deliver to the CITY all of
the records maintained by the CM relating to the project.
Task 5 – Allowance for Testing and Inspections by Subconsultant
1. CM shall engage the necessary subconsultants to perform the necessary testing and
inspection as required for the project. This is the only reimbursable expense that will be
allowed in the agreement. CM shall schedule and coordinate with the contractor and
subconsultant for the necessary testing and inspection for the project.
2. Compensation to the CM for testing and inspections by subconsultant shall be for the
actual billed amount only, no mark up or overhead will be allowed for these
subcontracted services. CM shall bill monthly for actual testing and inspections
completed. CM shall attach copies of subconsultants’ invoice for verification of cost
being billed.
Task 6 – Additional Services
3. Services provided by CM that are different from or in addition to those described herein
are being included in the scope of Basic Services are referred to as “Additional Services”.
No Additional Services shall be performed without the prior written authorization of the
CITY. No compensation shall be due from the CITY to the CM for any Additional
Services provided or performed by the CM without the prior written authorization of
the CITY.
4. Compensation to the CM for Additional Services directed and authorized by the CITY
shall be on the basis of either: 1) actual and reasonable time of the CM’s personnel
necessary to complete the authorized Additional Service computed in accordance with
the Rate Schedule attached to this Agreement; or 2) a fixed price mutually agreed upon
by the CITY and the CM. The forgoing notwithstanding, if Additional Services
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authorized by the CITY result from the neglect of CM or CM’s default under this
Agreement, CM shall complete Additional Services at no cost to the CITY.
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EXHIBIT B REVISED
SCHEDULE OF PERFORMANCE
CONSULTANT shall complete all work by March 31, 2016.
The following sets forth the distribution of CONSULTANT’s Schedule of Performance for each
project. The CITY may approve in writing the extension of any date set in this Exhibit.
PROJECT No. 1: Stevens Creek Corridor Park & Restoration Phase 2
Task #1: Pre-Construction Phase: NIC NIC
Task#2 Bid Phase: Upon City
sending
Advertisement
for Bid to
Contractors
Task #3: Construction Phase: Upon City
sending Notice
to Proceed
(NTP) to
Contractor
Task #4: Post-Construction Phase: Upon City
issuance of
Notice of Final
Completion
Task #5: Allowance for Testing and Inspection by Subconsultant: As required by
Construction
Progress
Task #6: Additional Services When
authorized to
Proceed on task
These are estimated start times for each task.
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PROJECT No. 2: McClellan Ranch Environmental Education Center & Blacksmith Shop
Relocation
Task #1: Pre-Construction Phase: 1 weeks after
Notice to
Proceed (NTP)
for this phase
Task#2 Bid Phase: Upon City
sending
Advertisement
for Bid to
Contractors
Task #3: Construction Phase: Upon City
sending Notice
to Proceed
(NTP) to
Contractor
Task #4: Post-Construction Phase: Upon City
issuance of
Notice of Final
Completion
Task #5: Allowance for Testing and Inspection by Subconsultant: As required by
Construction
Progress
Task #6: Additional Services When
authorized to
Proceed on task
These are estimated start times for each task.
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PROJECT No. 3: Mary Avenue Dog Park
Task #1: Pre-Construction Phase: 1 weeks after
Notice to
Proceed (NTP)
for this phase
Task#2 Bid Phase: Upon City
sending
Advertisement
for Bid to
Contractors
Task #3: Construction Phase: Upon City
sending Notice
to Proceed
(NTP) to
Contractor
Task #4: Post-Construction Phase: Upon City
issuance of
Notice of Final
Completion
Task #5: Allowance for Testing and Inspection by Subconsultant:
NIC
NIC
Task #6: Additional Services When
authorized to
Proceed on task
These are estimated start times for each task.
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PROJECT No. 4: Monta Vista Storm Drain
Task #1: Pre-Construction Phase: 1 weeks after
Notice to
Proceed (NTP)
for this phase
Task#2 Bid Phase: Upon City
sending
Advertisement
for Bid to
Contractors
Task #3: Construction Phase: Upon City
sending Notice
to Proceed
(NTP) to
Contractor
Task #4: Post-Construction Phase: Upon City
issuance of
Notice of Final
Completion
Task #5: Allowance for Testing and Inspection by Subconsultant: As required by
Construction
Progress
Task #6: Additional Services When
authorized to
Proceed on task
These are estimated start times for each task.
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PROJECT No. 5: Quinlan Center Interior Upgrades
Task #1: Pre-Construction Phase: 1 weeks after
Notice to
Proceed (NTP)
for this phase
Task#2 Bid Phase: Upon City
sending
Advertisement
for Bid to
Contractors
Task #3: Construction Phase: Upon City
sending Notice
to Proceed
(NTP) to
Contractor
Task #4: Post-Construction Phase: Upon City
issuance of
Notice of Final
Completion
Task #5: Allowance for Testing and Inspection by Subconsultant:
NIC
NIC
Task #6: Additional Services When
authorized to
Proceed on task
These are estimated start times for each task.
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PROJECT No. 6A: Sports Center Projects – Retaining Wall Repair
Task #1: Pre-Construction Phase: 1 weeks after
Notice to
Proceed (NTP)
for this phase
Task#2 Bid Phase: Upon City
sending
Advertisement
for Bid to
Contractors
Task #3: Construction Phase: Upon City
sending Notice
to Proceed
(NTP) to
Contractor
Task #4: Post-Construction Phase: Upon City
issuance of
Notice of Final
Completion
Task #5: Allowance for Testing and Inspection by Subconsultant: As required by
Construction
Progress
Task #6: Additional Services When
authorized to
Proceed on task
These are estimated start times for each task.
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PROJECT No. 6B: Sports Center Projects – West Side Court Improvements
Task #1: Pre-Construction Phase: 1 weeks after
Notice to
Proceed (NTP)
for this phase
Task#2 Bid Phase: Upon City
sending
Advertisement
for Bid to
Contractors
Task #3: Construction Phase: Upon City
sending Notice
to Proceed
(NTP) to
Contractor
Task #4: Post-Construction Phase: Upon City
issuance of
Notice of Final
Completion
Task #5: Allowance for Testing and Inspection by Subconsultant: As required by
Construction
Progress
Task #6: Additional Services When
authorized to
Proceed on task
These are estimated start times for each task.
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PROJECT No. 7: Annual Pavement Maintenance Program Phase 1
Task #1: Pre-Construction Phase: NIC NIC
Task#2 Bid Phase: NIC NIC
Task #3: Construction Phase: Upon City
sending Notice
to Proceed
(NTP) to
Contractor
Task #4: Post-Construction Phase: Upon City
issuance of
Notice of Final
Completion
Task #5: Allowance for Testing and Inspection by Subconsultant: As required by
Construction
Progress
Task #6: Additional Services When
authorized to
Proceed on task
These are estimated start times for each task.
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PROJECT No. 8: Annual Pavement Maintenance Program Phase 2
Task #1: Pre-Construction Phase: NIC NIC
Task#2 Bid Phase: NIC NIC
Task #3: Construction Phase: Upon City
sending Notice
to Proceed
(NTP) to
Contractor
Task #4: Post-Construction Phase: Upon City
issuance of
Notice of Final
Completion
Task #5: Allowance for Testing and Inspection by Subconsultant: As required by
Construction
Progress
Task #6: Additional Services When
authorized to
Proceed on task
These are estimated start times for each task.
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PROJECT No. 9: Service Center Solar Project
Task #1: Pre-Construction Phase: 1 weeks after
Notice to
Proceed (NTP)
for this phase
Task#2 Bid Phase: NIC NIC
Task #3: Construction Phase: Upon City
sending Notice
to Proceed
(NTP) to
Contractor
Task #4: Post-Construction Phase: Upon City
issuance of
Notice of Final
Completion
Task #5: Allowance for Testing and Inspection by Subconsultant: As required by
Construction
Progress
Task #6: Additional Services When
authorized to
Proceed on task
These are estimated start times for each task.
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PROJECT No. 10: Portal Park-Collins Sch. Cricket Pitch/Batting Cage Replacement
Task #1: Pre-Construction Phase: 1 weeks after
Notice to
Proceed (NTP)
for this phase
Task#2 Bid Phase: Upon City
sending
Advertisement
for Bid to
Contractors
Task #3: Construction Phase: Upon City
sending Notice
to Proceed
(NTP) to
Contractor
Task #4: Post-Construction Phase: Upon City
issuance of
Notice of Final
Completion
Task #5: Allowance for Testing and Inspection by Subconsultant: As required by
Construction
Progress
Task #6: Additional Services When
authorized to
Proceed on task
These are estimated start times for each task.
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PROJECT No. 11: Wilson Park – Bleacher Shade & Ball Protection Fence Project
Task #1: Pre-Construction Phase: 1 weeks after
Notice to
Proceed (NTP)
for this phase
Task#2 Bid Phase: Upon City
sending
Advertisement
for Bid to
Contractors
Task #3: Construction Phase: Upon City
sending Notice
to Proceed
(NTP) to
Contractor
Task #4: Post-Construction Phase: Upon City
issuance of
Notice of Final
Completion
Task #5: Allowance for Testing and Inspection by Subconsultant: As required by
Construction
Progress
Task #6: Additional Services When
authorized to
Proceed on task
These are estimated start times for each task.
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PROJECT No. 12: Wilson Park – Building & Landscape Improvements
Task #1: Pre-Construction Phase: 1 weeks after
Notice to
Proceed (NTP)
for this phase
Task#2 Bid Phase: Upon City
sending
Advertisement
for Bid to
Contractors
Task #3: Construction Phase: Upon City
sending Notice
to Proceed
(NTP) to
Contractor
Task #4: Post-Construction Phase: Upon City
issuance of
Notice of Final
Completion
Task #5: Allowance for Testing and Inspection by Subconsultant: As required by
Construction
Progress
Task #6: Additional Services When
authorized to
Proceed on task
These are estimated start times for each task.
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PROJECT No. 13: Monta Vista Rec. Ctr. – Pre-School Play Area Improvements
Task #1: Pre-Construction Phase: 1 weeks after
Notice to
Proceed (NTP)
for this phase
Task#2 Bid Phase: Upon City
sending
Advertisement
for Bid to
Contractors
Task #3: Construction Phase: Upon City
sending Notice
to Proceed
(NTP) to
Contractor
Task #4: Post-Construction Phase: Upon City
issuance of
Notice of Final
Completion
Task #5: Allowance for Testing and Inspection by Subconsultant: As required by
Construction
Progress
Task #6: Additional Services When
authorized to
Proceed on task
These are estimated start times for each task.
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PROJECT No. 14: McClellan Ranch – Pedestrian, Parking, Landscape Improvements
Task #1: Pre-Construction Phase: 1 weeks after
Notice to
Proceed (NTP)
for this phase
Task#2 Bid Phase: Upon City
sending
Advertisement
for Bid to
Contractors
Task #3: Construction Phase: Upon City
sending Notice
to Proceed
(NTP) to
Contractor
Task #4: Post-Construction Phase: Upon City
issuance of
Notice of Final
Completion
Task #5: Allowance for Testing and Inspection by Subconsultant: As required by
Construction
Progress
Task #6: Additional Services When
authorized to
Proceed on task
These are estimated start times for each task.
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PROJECT No. 15: Senior Center - Exercise Room Wood Floor Replacement
Task #1: Pre-Construction Phase: 1 weeks after
Notice to
Proceed (NTP)
for this phase
Task#2 Bid Phase: Upon City
sending
Advertisement
for Bid to
Contractors
Task #3: Construction Phase: Upon City
sending Notice
to Proceed
(NTP) to
Contractor
Task #4: Post-Construction Phase: Upon City
issuance of
Notice of Final
Completion
Task #5: Allowance for Testing and Inspection by Subconsultant: As required by
Construction
Progress
Task #6: Additional Services When
authorized to
Proceed on task
These are estimated start times for each task.
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 28 of 57
306
PROJECT No. 16: Bubb Rd. Storm Drain Improvements
Task #1: Pre-Construction Phase: 1 weeks after
Notice to
Proceed (NTP)
for this phase
Task#2 Bid Phase: Upon City
sending
Advertisement
for Bid to
Contractors
Task #3: Construction Phase: Upon City
sending Notice
to Proceed
(NTP) to
Contractor
Task #4: Post-Construction Phase: Upon City
issuance of
Notice of Final
Completion
Task #5: Allowance for Testing and Inspection by Subconsultant: As required by
Construction
Progress
Task #6: Additional Services When
authorized to
Proceed on task
These are estimated start times for each task.
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 29 of 57
307
EXHIBIT C REVISED
COMPENSATION
A. Maximum Compensation.
The CITY agrees to compensate CONSULTANT for professional services performed in
accordance with the terms and conditions of this AGREEMENT. The maximum amount of
compensation to be paid to CONSULTANT under this AGREEMENT, including both payment
for professional services, additional services and reimbursable expenses, shall not exceed ONE
MILLION FOUR HUNDRED SEVENTY EIGHT THOUSAND FOUR HUNDRED EIGHTY
NINE DOLLARS ($ 1,478,489). CONSULTANT agrees that it shall perform all of the services
set forth in EXHIBIT A of this AGREEMENT, except for additional services required pursuant
to Section 2, Task No. 6 and inclusive of reimbursable expenses, for the lump-sum amount of
ONE MILLION THREE HUNDRED SEVENTY EIGHT THOUSAND FOUR HUNDRED
EIGHTY NINE DOLLARS ($ 1,378,489). The maximum amount of Additional Services are
authorized under Section F of this EXHIBIT C is ONE HUNDRED THOUSAND DOLLARS ($
100,000).
B. Method of Payment
For Task Nos. 1 through 6 CONSULTANT shall, during the term of this AGREEMENT, invoice
the CITY monthly based upon a percentage of completion of each task set forth below in the
Payment Schedule for services performed, and reimbursable expenses incurred if applicable, in
completing that task under this AGREEMENT (Hereinafter “Invoice”). Provided
CONSULTANT has completed the services and incurred the reimbursable expenses covered by
the Invoice in accordance with the provisions of this AGREEMENT, as determined by the CITY,
the CITY shall pay CONSULTANT the amount shown on the Invoice within thirty (30) working
days of receipt of the Invoice.
The Invoice shall be based on the percentage of the task completed, and it shall describe the
work completed during the Invoice period in accordance with the Payment Schedule set forth
below. The Invoice shall be broken out per project as listed on the Payment Schedule. The
Invoice shall list work completed and reimbursable expenses if applicable, in accordance with
the Payment Schedule set forth below. CONSULTANT also shall include supporting
documents to verify completed work and for any reimbursable expenses. The Invoice shall
include sufficient detail to satisfy grant requirements, funding agreements and financial audits.
The Invoice shall also show the total to be paid for the Invoice period.
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 30 of 57
308
C. Payment Schedule
The Payment Schedule for this AGREEMENT shall be as follows:
PROJECT No. 1: Stevens Creek Corridor Park & Restoration Phase 2
Task Description
Task
Compensation
Task #1: Pre-Construction Phase - NIC NIC
Task #2: Bid Phase $ 5,000
Task #3: Construction Phase (includes S.O. #3 - $20,000 & S.O. #6 -
$57,489))
$ 356,489
Task #4: Post-Construction Phase $ 26,000
Task #5: Allowances for Testing and Inspection by Subconsultant $ 18,000
Task #6: Additional Services $ 20,000
TOTAL $ 425,489
PROJECT No. 2: McClellan Ranch Environmental Education Center & Blacksmith
Shop Relocation
Task Description
Task
Compensation
Task #1: Pre-Construction Phase $ 10,000
Task #2: Bid Phase $ 15,000
Task #3: Construction Phase (includes S.O. #5 $11,500) $ 222,500
Task #4: Post-Construction Phase $ 30,000
Task #5: Allowances for Testing and Inspections by Subconsultant $ 43,500
Task#6: Additional Services $ 0
TOTAL $ 321,000
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 31 of 57
309
PROJECT No. 3: Mary Avenue Dog Park
Task Description
Task
Compensation
Task #1: Pre-Construction Phase $ 1,000
Task #2: Bid Phase $ 1,000
Task #3: Construction Phase (includes S.O. #2 - $5,000 & S.O. #4 -
$18,000)
$ 43,000
Task #4: Post-Construction Phase $ 3,000
Task 5: Allowances for Testing and Inspections by Subconsultant
(includes S.O. # 1 - $ 6,000)
$ 6,000
Task#6: Additional Services $ 0
TOTAL $ 54,000
PROJECT No. 4: Monta Vista Storm Drain
Task Description
Task
Compensation
Task #1: Pre-Construction Phase $ 1,000
Task #2: Bid Phase $ 1,000
Task #3: Construction Phase $ 54,000
Task #4: Post-Construction Phase $ 4,000
Task 5: Allowances for Testing and Inspections by Subconsultant $ 15,000
Task#6: Additional Services $ 0
TOTAL $ 75,000
PROJECT No. 5: Quinlan Center Interior Upgrade
Task Description
Task
Compensation
Task #1: Pre-Construction Phase $ 1,000
Task #2: Bid Phase $ 1,000
Task #3: Construction Phase $ 19,000
Task #4: Post-Construction Phase $ 3,000
Task 5: Allowances for Testing and Inspections by Subconsultant
NIC
NIC
Task#6: Additional Services $ 0
TOTAL $ 24,000
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 32 of 57
310
PROJECT No. 6A: Sports Center Projects – Retaining Wall Repair
Task Description
Task
Compensation
Task #1: Pre-Construction Phase $ 500
Task #2: Bid Phase $ 500
Task #3: Construction Phase $ 19,600
Task #4: Post-Construction Phase $ 1,500
Task 5: Allowances for Testing and Inspections by Subconsultant $ 17,900
Task#6: Additional Services $ 0
TOTAL $ 40,000
PROJECT No. 6B: Sports Center Projects – West Side Court Improvements
Task Description
Task
Compensation
Task #1: Pre-Construction Phase $ 2,000
Task #2: Bid Phase $ 1,000
Task #3: Construction Phase $ 70,000
Task #4: Post-Construction Phase $ 2,000
Task 5: Allowances for Testing and Inspections by Subconsultant $ 15,000
Task#6: Additional Services $ 0
TOTAL $ 90,000
PROJECT No. 7: Annual Pavement Management Program Phase 1
Task Description
Task
Compensation
Task #1: Pre-Construction Phase NIC NIC
Task #2: Bid Phase NIC NIC
Task #3: Construction Phase $ 0
Task #4: Post-Construction Phase $ 0
Task #5: Allowances for Testing and Inspections by Subconsultant $ 0
Task#6: Additional Services $ 0
TOTAL $ 0
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 33 of 57
311
PROJECT No. 8: Annual Pavement Management Program Phase 2
Task Description
Task
Compensation
Task #1: Pre-Construction Phase NIC NIC
Task #2: Bid Phase NIC NIC
Task #3: Construction Phase $ 0
Task #4: Post-Construction Phase $ 0
Task #5: Allowances for Testing and Inspections by Subconsultant $ 0
Task#6: Additional Services $ 0
TOTAL $ 0
PROJECT No. 9: Service Center Solar Project (Service Order No. 7)
Task Description
Task
Compensation
Task #1: Pre-Construction Phase $ 5,000
Task #2: Bid Phase $ NIC
Task #3: Construction Phase $ 30,000
Task #4: Post-Construction Phase $ 10,000
Task 5: Allowances for Testing and Inspections by Subconsultant $ 15,000
Task#6: Additional Services $ 5,000
TOTAL $ 65,000
PROJECT No. 10: Portal Park – Collins Sch. Cricket Pitch/Batting Cage Replacement
Task Description
Task
Compensation
Task #1: Pre-Construction Phase $ 1,000
Task #2: Bid Phase $ 1,000
Task #3: Construction Phase $ 5,000
Task #4: Post-Construction Phase $ 1,000
Task 5: Allowances for Testing and Inspections by Subconsultant $ 1,500
Task#6: Additional Services $ 0
TOTAL $ 9,500
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 34 of 57
312
PROJECT No. 11: Wilson Park – Bleacher Shade & Ball Protection Fence Project
Task Description
Task
Compensation
Task #1: Pre-Construction Phase $ 1,000
Task #2: Bid Phase $ 1,000
Task #3: Construction Phase $ 21,000
Task #4: Post-Construction Phase $ 2,000
Task 5: Allowances for Testing and Inspections by Subconsultant $ 4,000
Task#6: Additional Services $ 0
TOTAL $ 29,000
PROJECT No. 12: Wilson Park – Building & Landscape Improvements
Task Description
Task
Compensation
Task #1: Pre-Construction Phase $ 1,000
Task #2: Bid Phase $ 1,000
Task #3: Construction Phase $ 16,000
Task #4: Post-Construction Phase $ 2,000
Task 5: Allowances for Testing and Inspections by Subconsultant $ 4,000
Task#6: Additional Services $ 0
TOTAL $ 24,000
PROJECT No. 13: Monta Vista Rec. Ctr. – Pre-School Play Area Improvements
Task Description
Task
Compensation
Task #1: Pre-Construction Phase $ 2,000
Task #2: Bid Phase $ 1,000
Task #3: Construction Phase $ 28,000
Task #4: Post-Construction Phase $ 2,000
Task 5: Allowances for Testing and Inspections by Subconsultant $ 5,000
Task#6: Additional Services $ 0
TOTAL $ 39,000
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 35 of 57
313
PROJECT No. 14: McClellan Ranch – Pedestrian, Parking, Landscape Improvements
Task Description
Task
Compensation
Task #1: Pre-Construction Phase $ 2,000
Task #2: Bid Phase $ 2,000
Task #3: Construction Phase $ 27,000
Task #4: Post-Construction Phase $ 2,000
Task 5: Allowances for Testing and Inspections by Subconsultant $ 5,000
Task#6: Additional Services $ 0
TOTAL $ 38,000
PROJECT No. 15: Senior Center – Exercise Room Wood Floor Replacement Project
Task Description
Task
Compensation
Task #1: Pre-Construction Phase $ 1,000
Task #2: Bid Phase $ 1,000
Task #3: Construction Phase $ 5,000
Task #4: Post-Construction Phase $ 1,000
Task 5: Allowances for Testing and Inspections by Subconsultant $ 1,500
Task#6: Additional Services $ 0
TOTAL $ 9,500
PROJECT No. 16: Bubb Road Storm Drain Improvements
Task Description
Task
Compensation
Task #1: Pre-Construction Phase $ 5,000
Task #2: Bid Phase $ 5,000
Task #3: Construction Phase $ 95,000
Task #4: Post-Construction Phase $ 5,000
Task 5: Allowances for Testing and Inspections by Subconsultant $ 25,000
Task#6: Additional Services $ 0
TOTAL $ 135,000
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 36 of 57
314
TOTAL OF PROJECTS:
Project No. & Name
Total Per
Project
Compensation
Project No. 1: Stevens Creek Corridor Park & Restoration Phase 2 425,489.00
Project No. 2: McClellan Ranch Environmental Education Center & Blacksmith
Shop Relocation 321,000.00
Project No. 3: Mary Avenue Dog Park 54,000.00
Project No. 4: Monta Vista Storm Drain 75,000.00
Project No. 5: Quinlan Center Interior Upgrade 24,000.00
Project No. 6A: Sports Center Project: Retaining Wall Repair 40,000.00
Project No. 6B: Sports Center Project: West Side Court Improvements 90,000.00
Project No. 7: Annual Pavement Management Program Phase 1 0.00
Project No. 8: Annual Pavement Management Program Phase 2 0.00
Project No. 9: Service Center Solar Project 65,000.00
Project No. 10: Portal Park - Collins Sch. Cricket Pitch/Batting Cage Replacement 9,500.00
Project No. 11: Wilson Park - Bleacher Shade & Ball Protection Fence Project 29,000.00
Project No. 12: Wilson Park - Building & Landscape Improvement 24,000.00
Project No. 13: Monta Vista Rec. Ctr. - Pre-School Play Area Improvements 39,000.00
Project No. 14: McClellan Ranch - Pedestrian, Parking, Landscape Improvements 38,000.00
Project No. 15: Senior Ctr. - Exercise Room Wood Floor Replacement 9,500.00
Project No. 16: Bubb Rd. Storm Drain Improvements 135,000.00
Additional Services - ASDs 100,000.00
1,478,489.00
CONSULTANT shall not exceed any of the specified budget amounts for any Task without prior
written authorization from the CITY. The CITY may approve in writing the transfer of budget
amounts between any of the Tasks listed above provided the total AGREEMENT amount does
not exceed ONE MILLION FOUR HUNDRED SEVENTY EIGHT THOUSAND FOUR
HUNDRED EIGHTY NINE DOLLARS ($ 1,478,489).
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 37 of 57
315
D. Payment Schedule
The Payment Schedule for this AGREEMENT shall be as follows:
Project No. 1: Stevens Creek Corridor Park & Restoration Phase 2
TASK MILESTONE PERCENT OF TASK
COMPENSATION PAID
UPON COMPLETION
OF MILESTONE
Task #1 – Pre-Construction Phase NIC
NIC
Task #2 – Bid Phase
100%
Task #3 – Construction Phase
a. Substantial Completion 95%
b. Final Completion
5%
Task #4 – Post Construction Phase
a. Construction Documentation Delivered to City 95%
b. Final Close out of Project 5%
Task #5 – Allowances for Testing and Inspection by Subconsultant
100%
Task #6 – Additional Services Paid pursuant to
Subsection G below.
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 38 of 57
316
Project No. 2: McClellan Ranch Environmental Education Center & Blacksmith Shop
Relocation
TASK MILESTONE PERCENT OF TASK
COMPENSATION PAID
UPON COMPLETION
OF MILESTONE
Task #1 – Pre-Construction Phase
100%
Task #2 – Bid Phase
100%
Task #3 – Construction Phase
a. Substantial Completion 95%
b. Final Completion
5%
Task #4 – Post Construction Phase
a. Construction Documentation Delivered to City 95%
b. Final Close out of Project 5%
Task #5 – Allowances for Testing and Inspection by Subconsultant
100%
Task #6 – Additional Services Paid pursuant to
Subsection G below.
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 39 of 57
317
Project No. 3: Mary Avenue Dog Park
TASK MILESTONE PERCENT OF TASK
COMPENSATION PAID
UPON COMPLETION
OF MILESTONE
Task #1 – Pre-Construction Phase
100%
Task #2 – Bid Phase
100%
Task #3 – Construction Phase
a. Substantial Completion 95%
b. Final Completion
5%
Task #4 – Post Construction Phase
a. Construction Documentation Delivered to City 95%
b. Final Close out of Project 5%
Task #5 – Allowances for Testing and Inspection by Subconsultant NIC
NIC
Task #6 – Additional Services Paid pursuant to
Subsection G below.
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 40 of 57
318
Project No. 4: Monta Vista Storm Drain
TASK MILESTONE PERCENT OF TASK
COMPENSATION PAID
UPON COMPLETION
OF MILESTONE
Task #1 – Pre-Construction Phase
100%
Task #2 – Bid Phase
100%
Task #3 – Construction Phase
a. Substantial Completion 95%
b. Final Completion
5%
Task #4 – Post Construction Phase
a. Construction Documentation Delivered to City 95%
b. Final Close out of Project 5%
Task #5 – Allowances for Testing and Inspection by Subconsultant
100%
Task #6 – Additional Services Paid pursuant to
Subsection G below.
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 41 of 57
319
Project No. 5: Quinlan Center Interior Upgrade
TASK MILESTONE PERCENT OF TASK
COMPENSATION PAID
UPON COMPLETION
OF MILESTONE
Task #1 – Pre-Construction Phase
100%
Task #2 – Bid Phase
100%
Task #3 – Construction Phase
a. Substantial Completion 95%
b. Final Completion
5%
Task #4 – Post Construction Phase
a. Construction Documentation Delivered to City 95%
b. Final Close out of Project 5%
Task #5 – Allowances for Testing and Inspection by Subconsultant NIC
NIC
Task #6 – Additional Services Paid pursuant to
Subsection G below.
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 42 of 57
320
Project No. 6A: Sports Center Projects – Retaining Wall Repair
TASK MILESTONE PERCENT OF TASK
COMPENSATION PAID
UPON COMPLETION
OF MILESTONE
Task #1 – Pre-Construction Phase
100%
Task #2 – Bid Phase
100%
Task #3 – Construction Phase
a. Substantial Completion 95%
b. Final Completion
5%
Task #4 – Post Construction Phase
a. Construction Documentation Delivered to City 95%
b. Final Close out of Project 5%
Task #5 – Allowances for Testing and Inspection by Subconsultant
100%
Task #6 – Additional Services Paid pursuant to
Subsection G below.
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 43 of 57
321
Project No. 6B: Sports Center Projects – West Side Courts Improvements
TASK MILESTONE PERCENT OF TASK
COMPENSATION PAID
UPON COMPLETION
OF MILESTONE
Task #1 – Pre-Construction Phase
100%
Task #2 – Bid Phase
100%
Task #3 – Construction Phase
a. Substantial Completion 95%
b. Final Completion
5%
Task #4 – Post Construction Phase
a. Construction Documentation Delivered to City 95%
b. Final Close out of Project 5%
Task #5 – Allowances for Testing and Inspection by Subconsultant
100%
Task #6 – Additional Services Paid pursuant to
Subsection G below.
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 44 of 57
322
Project No. 7: Annual Pavement Management Program Phase 1
TASK MILESTONE PERCENT OF TASK
COMPENSATION PAID
UPON COMPLETION
OF MILESTONE
Task #1 – Pre-Construction Phase NIC
NIC
Task #2 – Bid Phase NIC
NIC
Task #3 – Construction Phase
a. Substantial Completion 95%
b. Final Completion
5%
Task #4 – Post Construction Phase
a. Construction Documentation Delivered to City 95%
b. Final Close out of Project 5%
Task #5 – Allowances for Testing and Inspection by Subconsultant
100%
Task #6 – Additional Services Paid pursuant to
Subsection G below.
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 45 of 57
323
Project No. 8: Annual Pavement Management Program Phase 2
TASK MILESTONE PERCENT OF TASK
COMPENSATION PAID
UPON COMPLETION
OF MILESTONE
Task #1 – Pre-Construction Phase NIC
NIC
Task #2 – Bid Phase NIC
NIC
Task #3 – Construction Phase
a. Substantial Completion 95%
b. Final Completion
5%
Task #4 – Post Construction Phase
a. Construction Documentation Delivered to City 95%
b. Final Close out of Project 5%
Task #5 – Allowances for Testing and Inspection by Subconsultant
100%
Task #6 – Additional Services Paid pursuant to
Subsection G below.
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 46 of 57
324
Project No. 9: Service Center Solar Project
TASK MILESTONE PERCENT OF TASK
COMPENSATION PAID
UPON COMPLETION
OF MILESTONE
Task #1 – Pre-Construction Phase
100%
Task #2 – Bid Phase NIC
NIC
Task #3 – Construction Phase
a. Substantial Completion 95%
b. Final Completion
5%
Task #4 – Post Construction Phase
a. Construction Documentation Delivered to City 95%
b. Final Close out of Project 5%
Task #5 – Allowances for Testing and Inspection by Subconsultant
100%
Task #6 – Additional Services Paid pursuant to
Subsection G below.
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 47 of 57
325
Project No. 10: Portal Park – Collins Sch. Cricket Pitch/Batting Cage Replacement
TASK MILESTONE PERCENT OF TASK
COMPENSATION PAID
UPON COMPLETION
OF MILESTONE
Task #1 – Pre-Construction Phase
100%
Task #2 – Bid Phase
100%
Task #3 – Construction Phase
a. Substantial Completion 95%
b. Final Completion
5%
Task #4 – Post Construction Phase
a. Construction Documentation Delivered to City 95%
b. Final Close out of Project 5%
Task #5 – Allowances for Testing and Inspection by Subconsultant
100%
Task #6 – Additional Services Paid pursuant to
Subsection G below.
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 48 of 57
326
Project No. 11: Wilson Park – Bleacher Shade & Ball Protection Fence Project
TASK MILESTONE PERCENT OF TASK
COMPENSATION PAID
UPON COMPLETION
OF MILESTONE
Task #1 – Pre-Construction Phase
100%
Task #2 – Bid Phase
100%
Task #3 – Construction Phase
a. Substantial Completion 95%
b. Final Completion
5%
Task #4 – Post Construction Phase
a. Construction Documentation Delivered to City 95%
b. Final Close out of Project 5%
Task #5 – Allowances for Testing and Inspection by Subconsultant
100%
Task #6 – Additional Services Paid pursuant to
Subsection G below.
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 49 of 57
327
Project No. 12: Wilson Park – Building & Landscape Improvements
TASK MILESTONE PERCENT OF TASK
COMPENSATION PAID
UPON COMPLETION
OF MILESTONE
Task #1 – Pre-Construction Phase
100%
Task #2 – Bid Phase
100%
Task #3 – Construction Phase
a. Substantial Completion 95%
b. Final Completion
5%
Task #4 – Post Construction Phase
a. Construction Documentation Delivered to City 95%
b. Final Close out of Project 5%
Task #5 – Allowances for Testing and Inspection by Subconsultant
100%
Task #6 – Additional Services Paid pursuant to
Subsection G below.
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 50 of 57
328
Project No. 13: Monta Vista Rec. Ctr. – Pre-School Play Area Improvements
TASK MILESTONE PERCENT OF TASK
COMPENSATION PAID
UPON COMPLETION
OF MILESTONE
Task #1 – Pre-Construction Phase
100%
Task #2 – Bid Phase
100%
Task #3 – Construction Phase
a. Substantial Completion 95%
b. Final Completion
5%
Task #4 – Post Construction Phase
a. Construction Documentation Delivered to City 95%
b. Final Close out of Project 5%
Task #5 – Allowances for Testing and Inspection by Subconsultant
100%
Task #6 – Additional Services Paid pursuant to
Subsection G below.
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 51 of 57
329
Project No. 14: McClellan Ranch – Pedestrian, Parking, Landscape Improvements
TASK MILESTONE PERCENT OF TASK
COMPENSATION PAID
UPON COMPLETION
OF MILESTONE
Task #1 – Pre-Construction Phase
100%
Task #2 – Bid Phase
100%
Task #3 – Construction Phase
a. Substantial Completion 95%
b. Final Completion
5%
Task #4 – Post Construction Phase
a. Construction Documentation Delivered to City 95%
b. Final Close out of Project 5%
Task #5 – Allowances for Testing and Inspection by Subconsultant
100%
Task #6 – Additional Services Paid pursuant to
Subsection G below.
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 52 of 57
330
Project No. 15: Senior Center – Exercise Room Wood Floor Replacement Project
TASK MILESTONE PERCENT OF TASK
COMPENSATION PAID
UPON COMPLETION
OF MILESTONE
Task #1 – Pre-Construction Phase
100%
Task #2 – Bid Phase
100%
Task #3 – Construction Phase
a. Substantial Completion 95%
b. Final Completion
5%
Task #4 – Post Construction Phase
a. Construction Documentation Delivered to City 95%
b. Final Close out of Project 5%
Task #5 – Allowances for Testing and Inspection by Subconsultant
100%
Task #6 – Additional Services Paid pursuant to
Subsection G below.
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 53 of 57
331
Project No. 16: Bubb Road Storm Drain Improvements
TASK MILESTONE PERCENT OF TASK
COMPENSATION PAID
UPON COMPLETION
OF MILESTONE
Task #1 – Pre-Construction Phase
100%
Task #2 – Bid Phase
100%
Task #3 – Construction Phase
a. Substantial Completion 95%
b. Final Completion
5%
Task #4 – Post Construction Phase
a. Construction Documentation Delivered to City 95%
b. Final Close out of Project 5%
Task #5 – Allowances for Testing and Inspection by Subconsultant
100%
Task #6 – Additional Services Paid pursuant to
Subsection G below.
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 54 of 57
332
Project No.
TASK MILESTONE PERCENT OF TASK
COMPENSATION PAID
UPON COMPLETION
OF MILESTONE
Task #1 – Pre-Construction Phase
100%
Task #2 – Bid Phase
100%
Task #3 – Construction Phase
a. Substantial Completion 95%
b. Final Completion
5%
Task #4 – Post Construction Phase
a. Construction Documentation Delivered to City 95%
b. Final Close out of Project 5%
Task #5 – Allowances for Testing and Inspection by Subconsultant
100%
Task #6 – Additional Services Paid pursuant to
Subsection G below.
D. Subconsultant Services.
CONSULTANT is directly responsible for any payment for SUBCONSULTANT work on this
PROJECT. SUBCONSULTANT work on this PROJECT is included in the Payment Schedule
shown above and shall be billed to the CITY by CONSULTANT as part of the Basic Services.
E. Reimbursable expenses.
Reimbursable expenses are included in CONSULTANT’s maximum compensation, including,
but not limited to, any expenses related to CONSULTANT’s tasks. There are no separate
reimbursable expenses for Basic Services performed under any Task of EXHIBIT A.
F. Additional Services.
CONSULTANT shall not perform Additional Services without prior written authorization of
the CITY. Additional Services shall be separately negotiated to be paid on a lump sum or a time
and material basis at the rates set forth herein, as authorized by the CITY. The CITY has set
aside the sum of ONE HUNDRED THOUSAND DOLLARS ($ 100,000) for the payment of
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 55 of 57
333
Additional Services. The CITY shall not authorize and CONSULTANT shall not perform any
Additional Services that result in charges in excess of the above amount.
CONSULTANT shall submit an Invoice to the CITY for payment on a monthly basis for
authorized Additional Services rendered during the previous month. In the event Additional
Services are authorized, CONSULTANT shall submit Invoices in accordance with the
CONSULTANT hourly rate schedule attached to this EXHIBIT C -1. The rates shown in the
EXHIBIT C-1 shall stay in effect during the full term of the contract. The CITY shall pay
Additional Services Invoices as provided in this EXHIBIT C.
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 56 of 57
334
EXHIBIT C-1 REVISED
CONSULTANT HOURLY RATES FOR ADDITONAL SERVICES
Gilbane
Project Executive $226
Project Manager $170
Superintendent $159
Assistant Superintendent $134
Senior Project Engineer $143
Project Engineer $96
Office Engineer $72
Project Accountant $116
Administrative Assistant $68
Operations Executive/Principal-in-Charge $247
Senior Preconstruction Manager $226
Preconstruction Manager $173
Chief Estimator $196
MEP Estimator $173
CSA Estimator $125
Scheduling Manger $173
Scheduling Engineer $134
Safety Manager $140
Gilbane Building Company Agreement
Revised Exhibits - Amendment No. 2 Page 57 of 57
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CITY OF CUPERTINO
Legislation Details (With Text)
File #: Version:114-0426 Name:
Status:Type:Consent Calendar Agenda Ready
File created:In control:9/12/2014 City Council
On agenda:Final action:2/3/2015
Title:Subject: City Project, 2014 Pavement Maintenance Phase 1, Project No. 2014-01
Sponsors:
Indexes:
Code sections:
Attachments:Staff Report
A - 2014 Pavement Maintenance Phase 1 Street List
Action ByDate Action ResultVer.
City Council2/3/20151
Subject: City Project, 2014 Pavement Maintenance Phase 1, Project No. 2014-01
Accept Project No. 2014-01
CITY OF CUPERTINO Printed on 2/2/2015Page 1 of 1
powered by Legistar™390
PUBLIC WORKS DEPARTMENT
CITY HALL
10 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255
TELEPHONE: (408) 777-3354 www.cupertino.org
CITY COUNCIL STAFF REPORT
Meeting: February 3, 2015
Subject
City Project, 2014 Pavement Maintenance Phase 1, Project No. 2014-01
Recommended Action
Accept Project No. 2014-01.
Discussion
The City’s contractor, O’Grady Paving, Inc., has completed work on the 2014 Pavement
Maintenance Phase 1 Project, which consisted of asphalt overlay, asphalt leveling and
digout repairs at various locations throughout the City. Staff has inspected the work
and found that it meets the requirements of the contract. Final project expenditures will
be within the approved budget of $4,200,000.
_____________________________________
Prepared by: Jo Anne Johnson, Senior Engineering Technician
Reviewed by: Timm Borden, Director of Public Works
Approved for Submission by: David Brandt, City Manager
Attachments:
A- 2014 Pavement Maintenance Phase 1 Street List
391
2014 Pavement Maintenance - Phase 1
Project Street List
February 3, 2015
Street Name From To Type of Work
Alcalde Rd.Foothill Avienda Overlay w/ Leveling Course
Antoinette Dr.Clay Clifden Overlay w/ Leveling Course
Aster Ct.Aster End Overlay w/ Leveling Course
Aster Ln.Waterford Barnhart Overlay w/ Leveling Course
Avocado Pl.Bixby End Overlay w/ Leveling Course
Banhart Pl Aster 7589 Barnhart approx.Overlay w/ Leveling Course
Belknap Ct Belknap End Overlay w/ Leveling Course
Belknap Dr.Elmsford Yorkshire Overlay w/ Leveling Course
Bixby Dr. Portal Cold Harbor Overlay w/ Leveling Course
Bollinger Rd Blaney Ave De Anza Blvd Digout Repair
Camino Vista Dr.Stevens Creek Dubon Overlay w/ Leveling Course
Carnoustie Ct.Deep Cliff End Overlay w/ Leveling Course
Carriage Cr.Stelling End Overlay w/ Leveling Course
Catalina Ct.Terrace End Overlay w/ Leveling Course
Cold Harbor Ave.Bixby Wintergreen Overlay w/ Leveling Course
Cristo Rey Dr.Roundabout Forum Driveway Digout Repair
Cristo Rey Dr.East City limit Roundabout Mill and Fill
Dubon Ave.Prado Vista Camino Vista Overlay w/ Leveling Course
Elmsford Ct.Elmsford End Overlay w/ Leveling Course
Elmsford Dr.Belknap End Overlay w/ Leveling Course
Folkestone Dr.Bubb Yorkshire Overlay w/ Leveling Course
Huntridge Ln.S. Stelling Rose Blossom Overlay w/ Leveling Course
La Jolla Ct.Terrace End Overlay w/ Leveling Course
Lebanon Av.Lockwood SCB Overlay w/ Leveling Course
Lilac Ct.Rose Blossom End Overlay w/ Leveling Course
Lilac Wy.S. Stelling Rose Blossom Overlay w/ Leveling Course
Lily Ave.Rose Blossom Rose Blossom Overlay w/ Leveling Course
Lily Ct.Lily End Overlay w/ Leveling Course
Lockwood Dr.Stevens Creek Voss Overlay w/ Leveling Course
Lynton Ct.Farallone End Overlay w/ Leveling Course
Medina Ct Stevens Creek End Overlay w/ Leveling Course
Merriman Rd.Alcalde San Lucia Asphalt Leveling
Meyerholtz Ct.Stokes End Overlay w/ Leveling Course
Micheal Ct.Clifden End Overlay w/ Leveling Course
Mira Vista Rd.Janice Palm Overlay w/ Leveling Course
Monterey Ct.Terrace End Overlay w/ Leveling Course
N. Stelling Rd.Apt. Ent.Homestead Overlay w/ Leveling Course
Nobel Fir Ct.S. Stelling End Overlay w/ Leveling Course
Pacifica Ave.De Anza Blvd.Farallone Overlay w/ Leveling Course
Palm Ave.S. Foothill Scenic Overlay w/ Leveling Course
Palo Vista Rd.Janice Palm Overlay w/ Leveling Course
Palos Verdes Ct.Terrace End Overlay w/ Leveling Course
Prado Vista Dr Stevens Creek Dubon Overlay w/ Leveling Course
Rainbow Ct.Rainbow End Overlay w/ Leveling Course
Red Fir Ct.Nobel Fir End Overlay w/ Leveling Course
392
2014 Pavement Maintenance - Phase 1
Project Street List
February 3, 2015
Redondo Ct.Terrace End Overlay w/ Leveling Course
Rose Blossom Dr.McClellan Rd.Huntridge Overlay w/ Leveling Course
Rosemarie Pl.Miller Ave End Overlay w/ Leveling Course
S. Stelling Rd.85 Bridge Deck South Prospect Rd.Digout Repair
Sage Ct.Lilac End Overlay w/ Leveling Course
San Felipe Rd.Alcalde rd End Overlay w/ Leveling Course
San Fernando Ave.Byrne Ave AC Dike
Santa Lucia Rd. Stevens Canyon Cordova/Alcalde Asphalt Leveling
Sola St.Tula Ln.Bonny Overlay w/ Leveling Course
Stevens Canyon Rd.Park Ent. South New Pvmnt.6" Mill and Fill
Stevens Crk Blvd.85 Bridge Deck West Foothill Blvd.Digout Repair
Tonita Wy.Cheryl Shelly Overlay w/ Leveling Course
Torre Ave.Stvns Crk Blvd Pacifica
Overlay w/ Leveling Course &
Digout Repairs
Tula Ct.Tula Ln.End Overlay w/ Leveling Course
Tula Ln.Sola St North & South Ends Overlay w/ Leveling Course
Via Camino Ct.Ainsworth End Overlay w/ Leveling Course
Vicksburg Dr.Cold Harbor E Estates Overlay w/ Leveling Course
Westacres Dr.McClellan Rd.End Overlay w/ Leveling Course
Weymouth Dr.Rainbow Belknap Overlay w/ Leveling Course
White Fir Nobel Fir End Overlay w/ Leveling Course
WillowGrove Ln.Ferngrove Hyde Overlay w/ Leveling Course
Wilson Ct.Stokes End Overlay w/ Leveling Course
Wintergreen Dr.Portal Cold Harbor Overlay w/ Leveling Course
Yorkshire Dr.Rainbow Stafford Overlay w/ Leveling Course
Yorshire Ct.Yorshire End Overlay w/ Leveling Course
393
CITY OF CUPERTINO
Legislation Details (With Text)
File #: Version:114-0427 Name:
Status:Type:Consent Calendar Agenda Ready
File created:In control:9/12/2014 City Council
On agenda:Final action:2/3/2015
Title:Subject: City Project, 2014 Pavement Maintenance Phase 2, Project No. 2014-04
Sponsors:
Indexes:
Code sections:
Attachments:Staff Report
Action ByDate Action ResultVer.
City Council2/3/20151
Subject: City Project, 2014 Pavement Maintenance Phase 2, Project No. 2014-04
Accept Project No. 2014-04
CITY OF CUPERTINO Printed on 2/2/2015Page 1 of 1
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PUBLIC WORKS DEPARTMENT
CITY HALL
10 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255
TELEPHONE: (408) 777-3354 www.cupertino.org
CITY COUNCIL STAFF REPORT
Meeting: February 3, 2015
Subject
City Project, 2014 Pavement Maintenance Phase 2, Project No. 2014-04
Recommended Action
Accept Project No. 2014-04.
Discussion
The City’s contractor, O’Grady Paving, Inc., has completed work on the 2014 Pavement
Maintenance Phase 2 Project, which consisted of a rubberized asphalt overlay on
portions of Stevens Creek Blvd and De Anza Blvd. Staff has inspected the work and
found that it meets the requirements of the contract. Final project expenditures will be
within the approved budget of $2,550,000, a portion of which will be reimbursed by the
California Department of Resources Recycling and Recovery (CalRecycle) Rubberized
Pavement Grant Program.
_____________________________________
Prepared by: Jo Anne Johnson, Senior Engineering Technician
Reviewed by: Timm Borden, Director of Public Works
Approved for Submission by: David Brandt, City Manager
Attachments:
395
CITY OF CUPERTINO
Legislation Details (With Text)
File #: Version:114-0428 Name:
Status:Type:Consent Calendar Agenda Ready
File created:In control:9/12/2014 City Council
On agenda:Final action:2/3/2015
Title:Subject: City Project, 2014 Pavement Maintenance Phase 3, Project No. 2014-05
Sponsors:
Indexes:
Code sections:
Attachments:Staff Report
A - 2014 Pavement Maintenance Phase 3 Street List
Action ByDate Action ResultVer.
City Council2/3/20151
Subject: City Project, 2014 Pavement Maintenance Phase 3, Project No. 2014-05
Accept Project No. 2014-05
CITY OF CUPERTINO Printed on 2/2/2015Page 1 of 1
powered by Legistar™396
PUBLIC WORKS DEPARTMENT
CITY HALL
10 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255
TELEPHONE: (408) 777-3354 www.cupertino.org
CITY COUNCIL STAFF REPORT
Meeting: February 3, 2015
Subject
City Project, 2014 Pavement Maintenance Phase 3, Project No. 2014-05
Recommended Action
Accept Project No. 2014-05.
Discussion
The City’s contractor, VSS International, Inc., has completed work on the 2014
Pavement Maintenance Phase 3 Project, which consisted of rubberized asphalt chip seal,
conventional chip seal, and slurry seal at various locations throughout the City. Staff
has inspected the work and found that it meets the requirements of the contract. Final
project expenditures will be within the approved budget of $1,015,300, a portion of
which will be reimbursed by the California Department of Resources Recycling and
Recovery (CalRecycle) Rubberized Pavement Grant Program.
_____________________________________
Prepared by: Jo Anne Johnson, Senior Engineering Technician
Reviewed by: Timm Borden, Director of Public Works
Approved for Submission by: David Brandt, City Manager
Attachments:
A- 2014 Pavement Maintenance Phase 3 Street List
397
ATTACHMENT B
City of Cupertino - FY 14-15 Pavement Maintenance Program
PHASE 3
STREET NAME FROM TO TREATMENT
Blaney Ave Stevens Creek Rodrigues Rubber Chip
Bollinger Rd Blaney Ave De Anza Rubber Chip
Miller Ave Calle De Barcelona Bollinger Rubber Chip
Stevens Creek Blvd Foothill Blvd Highway 85 Rubber Chip
Cliffden Way Martinwood Bollinger
Chip/Slurry
Martinwood Way Cliffden Bollinger
Chip/Slurry
Apple Tree Ln Vista Plum Tree Slurry Seal
Cherry Tree Ln Apple Tree Peach Tree Slurry Seal
Cozette Ln Tantau End Slurry Seal
Cynthia Ave Sterling Gascoigne Slurry Seal
Hanna Dr Gascoinge Wunderlich Slurry Seal
Krista Ct Voss End Slurry Seal
Loree Ave Tantau End Slurry Seal
Madera Phar Lap End Slurry Seal
Mount Crest Pl Mount Crest Dr End Slurry Seal
Parkside Ln Rodrigues End Slurry Seal
Peach Tree Ln Cherry Tree Plum Tree Slurry Seal
Prune Tree Ln Apple Tree Peach Tree Slurry Seal
Ralya Ct Sterling End Slurry Seal
Rodribues Ave Blane Ave E End Slurry Seal
Sterling Blvd Runo N End Slurry Seal
Tomki Ct Stelling Rd End Slurry Seal
Twig Ln Tantau End Slurry Seal
De Foe Dr 7574 De Foe End Slurry Seal
398
CITY OF CUPERTINO
Legislation Details (With Text)
File #: Version:115-0639 Name:
Status:Type:Second Reading of
Ordinances
Agenda Ready
File created:In control:1/26/2015 City Council
On agenda:Final action:2/3/2015
Title:Subject: Second Reading of "Ordinance amending Chapter 2.36 of the Cupertino Municipal Code
regarding the Parks and Recreation Commission"
Sponsors:
Indexes:
Code sections:
Attachments:Staff Report
A - Draft Ordinance Redlined
B - Draft Ordinance Clean
Action ByDate Action ResultVer.
City Council2/3/20151
Subject:SecondReadingof"OrdinanceamendingChapter2.36oftheCupertinoMunicipal
Code regarding the Parks and Recreation Commission"
ConducttheSecondReadingandenactOrdinanceNo.15-2127:"AnOrdinanceoftheCity
CounciloftheCityofCupertinoamendingSection2.36.303Members-VacancyorRemoval,
Section2.36.070RecordsRequired,andSection2.36.080PowersandFunctions,ofthe
Cupertino Municipal Code regarding the Parks and Recreation Commission"
CITY OF CUPERTINO Printed on 2/2/2015Page 1 of 1
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RECREATION AND COMMUNITY SERVICES
DEPARTMENT
CITY HALL
10 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255
TELEPHONE: (408) 777-3110 www.cupertino.org
CITY COUNCIL STAFF REPORT
Meeting: February 3, 2015
Subject
Second reading and enactment of the “Ordinance amending Chapter 2.36 of the
Cupertino Municipal Code regarding the Parks and Recreation Commission.”
Recommended Action
Conduct the Second reading of Ordinance No. 15-2127: “An Ordinance of the City
Council of the City of Cupertino amending Section 2.36.303 Members-Vacancy or
Removal, Section 2.36.070 Records Required, and Section 2.36.080 Powers and
Functions, of the Cupertino Municipal Code regarding the Parks and Recreation
Commission.”
Description
Amend the following Sections in Chapter 2.36 of the Parks and Recreation Commission
in the Cupertino Municipal Code:
2.36.030 Members –Vacancy or Removal.
Any appointee member may be removed by a majority vote of the total membership
of the City Council. If a vacancy occurs, other than by expiration of a term, it shall be
filled by the Mayor’s appointment by the City Council for the unexpired portion of
the term.
2.36.070 Re cords Required.
The Commission shall keep an accurate record of its proceedings and transactions, and
through the Director of Parks and Recreation and Community Services shall render
such reports to the City Council as may be required.
2.36.080 Powers and Functions .
The powers and functions of the City Park and Recreation Commission shall be as
follows:
A. To hold hearings on matters pertaining to planning and development of parks,
cultural activities, historical resources, recreation and community services (including
400
but not limited to schools, Sheriff, Library, Fire and Disaster Preparedness) and
capital expenditures related to community activities and facilities;
F. To make, in its advisory capacity, any and all recommendations to the City
Council relating to the above matters, including the extension of the parks, recreation
system and community service activities to outlying areas of the City;
G. In cooperation with the Director of Parks and Recreation and
Community Services, the Commission will consider, review, and evaluate all
parks, recreation programs, and community activities services;
2.36.090 Procedural Rules .
The City Park and Recreation Commission may adopt from time to time such rules of
procedure as it may deem necessary to properly exercise its functions. Such rules shall
be recommended to the Director of Parks and Recreation and Community Services,
and shall be subject to approval by the City Council before becoming effective. All such
rules shall be kept on file with the Chairman of the City Park and Recreation
Commission, the department office, and the Mayor, and a copy thereof shall be
furnished each Commissioner and any other person upon request.
Discussion
The Parks and Recreation Commission discussed and approved at the October 2, 2014
meeting to amend the Park and Recreation Commission municipal code to update the
Recreation and Community Services department name, reflect the community services
involvement and update the Members Vacancy or Removal clause to reflect current
practice. The vote was unanimous to keep the current Commission name of Parks and
Recreation Commission.
Fiscal Impact
None
____________________________________
Prepared by: Carol A. Atwood, Director of Parks & Recreation
Approved for Submission by: David Brandt, City Manager
Attachment: A –Redline Draft Ordinance
B- Clean Draft Ordinance
401
Agenda: January 20, 2015
Item No:
ORDINANCE NO. _____
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF
CUPERTINO AMENDING SECTION 2.36.303 MEMBERS-VACANCY
OR REMOVAL, SECTION 2.36.070 RECORDS REQUIRED, AND
SECTION 2.36.080 POWERS AND FUNCTIONS, OF THE CUPERTINO
MUNICIPAL CODE REGARDING THE PARKS AND RECREATION
COMMISSION
WHEREAS, this Ordinance was determined to be not a project under provisions and
requirements of the California Environmental Quality Act of 1970, together with related
State CEQA Guidelines (collectively, "CEQA"), in that the amendments to the Code are
changes to administrative policies which do not involve a direct or reasonably
foreseeable indirect impact on the physical environment; and
WHEREAS, the City Council of the City of Cupertino is the decision-making body for
this Ordinance; and
WHEREAS, the City Council has reviewed and considered the “not a project”
determination under CEQA prior to taking any approval actions on this Ordinance; and
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF CUPERTINO DOES
HEREBY ORDAIN AS FOLLOWS:
SECTION 1. Section 2.36.030, of Chapter 2.36 of Title 2 of the Cupertino Municipal
Code is hereby amended to read as follows:
2.36.030 Members–Vacancy or Removal.
Any appointee member may be removed by a majority vote of the total membership of
the City Council. If a vacancy occurs other than by expiration of a term, it shall be filled
by the Mayor’s appointment by the City Council for the unexpired portion of the term.
SECTION 2. Section 2.36.070, of Chapter 2.36 of Title 2 of the Cupertino Municipal
Code is hereby amended to read as follows:
402
Agenda: January 20, 2015
Item No:
2.36.070 Records Required.
The Commission shall keep an accurate record of its proceedings and transactions, and
through the Director of Parks and Recreation and Community Services shall render
such reports to the City Council as may be required.
SECTION 3. Section 2.36.080, of Chapter 2.36 of Title 2 of the Cupertino Municipal
Code is hereby amended to read as follows:
2.36.080 Powers and Functions.
The powers and functions of the City Park and Recreation Commission shall be as
follows:
A. To hold hearings on matters pertaining to planning and development of parks,
cultural activities, historical resources, recreation, community services (including, but
not limited to schools, Sheriff, Library, Fire, and Disaster Preparedness), and capital
expenditures related to community activities and facilities;
B. To conduct such other hearings as are necessary and in accordance with its own rules
and regulations;
C. To report its decisions and recommendations in writing to the City Council;
D. To consider, formulate and propose programs, activities, resources, plans and
development designed to provide for, regulate and direct the future growth and
development of community activities, parks and a recreation system in order to secure
to the City and its inhabitants better service;
E. To make investigations and reports for future acquisition of park sites;
F. To make, in its advisory capacity, any and all recommendations to the City Council
relating to the above matters, including the extension of the parks, recreation system
and community service activities to outlying areas of the City;
G. In cooperation with the Director of Parks and Recreation and Community Services,
the Commission will consider, review, and evaluate all parks, recreation programs, and
community servicesactivities;
H. To consider, formulate, and propose cultural activities and historical preservation for
the City and its residents.
SECTION 4. Section 2.36.090, of Chapter 2.36 of Title 2 of the Cupertino Municipal
Code is hereby amended to read as follows:
403
Agenda: January 20, 2015
Item No:
2.36.090 Procedural Rules.
The City Park and Recreation Commission may adopt from time to time such rules of
procedure as it may deem necessary to properly exercise its functions. Such rules shall
be recommended to the Director of Parks and Recreation and Community Services and
shall be subject to approval by the City Council before becoming effective. All such
rules shall be kept on file with the Chairman of the City Park and Recreation
Commission, the department office, and the Mayor, and a copy thereof shall be
furnished each Commissioner and any other person upon request.
SECTION 5. The City Clerk shall certify the adoption of this Ordinance and shall give
notice of its adoption as required by law. Pursuant to Government Code Section 36933,
a summary of this Ordinance may be published and posted in lieu of publication and
posting of the entire text.
INTRODUCED at a regular meeting of the City Council of the City of Cupertino the 20th
day of January, 2015, and ENACTED at a regular meeting of the City Council of the
City of Cupertino the ____ of _______ 2015, by the following vote:
PASSED:
Vote: Members of the City Council
Ayes:
Noes:
Absent:
Abstain:
ATTEST: APPROVED:
______________________ ______________________
Grace Schmidt, City Clerk Rod G. Sinks, Mayor
404
Agenda: January 20, 2015
Item No:
ORDINANCE NO. _____
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF
CUPERTINO AMENDING SECTION 2.36.303 MEMBERS-VACANCY
OR REMOVAL, SECTION 2.36.070 RECORDS REQUIRED, AND
SECTION 2.36.080 POWERS AND FUNCTIONS, OF THE CUPERTINO
MUNICIPAL CODE REGARDING THE PARKS AND RECREATION
COMMISSION
WHEREAS, this Ordinance was determined to be not a project under provisions and
requirements of the California Environmental Quality Act of 1970, together with related
State CEQA Guidelines (collectively, "CEQA"), in that the amendments to the Code are
changes to administrative policies which do not involve a direct or reasonably
foreseeable indirect impact on the physical environment; and
WHEREAS, the City Council of the City of Cupertino is the decision-making body for
this Ordinance; and
WHEREAS, the City Council has reviewed and considered the “not a project”
determination under CEQA prior to taking any approval actions on this Ordinance; and
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF CUPERTINO DOES
HEREBY ORDAIN AS FOLLOWS:
SECTION 1. Section 2.36.030, of Chapter 2.36 of Title 2 of the Cupertino Municipal
Code is hereby amended to read as follows:
2.36.030 Members–Vacancy or Removal.
Any appointee member may be removed by a majority vote of the total membership of
the City Council. If a vacancy occurs other than by expiration of a term, it shall be filled
by appointment by the City Council for the unexpired portion of the term.
SECTION 2. Section 2.36.070, of Chapter 2.36 of Title 2 of the Cupertino Municipal
Code is hereby amended to read as follows:
405
Agenda: January 20, 2015
Item No:
2.36.070 Records Required.
The Commission shall keep an accurate record of its proceedings and transactions, and
through the Director of Recreation and Community Services shall render such reports
to the City Council as may be required.
SECTION 3. Section 2.36.080, of Chapter 2.36 of Title 2 of the Cupertino Municipal
Code is hereby amended to read as follows:
2.36.080 Powers and Functions.
The powers and functions of the City Park and Recreation Commission shall be as
follows:
A. To hold hearings on matters pertaining to planning and development of parks,
cultural activities, historical resources, recreation, community services (including, but
not limited to schools, Sheriff, Library, Fire, and Disaster Preparedness), and capital
expenditures related to community activities and facilities;
B. To conduct such other hearings as are necessary and in accordance with its own rules
and regulations;
C. To report its decisions and recommendations in writing to the City Council;
D. To consider, formulate and propose programs, activities, resources, plans and
development designed to provide for, regulate and direct the future growth and
development of community activities, parks and a recreation system in order to secure
to the City and its inhabitants better service;
E. To make investigations and reports for future acquisition of park sites;
F. To make, in its advisory capacity, any and all recommendations to the City Council
relating to the above matters, including the extension of the parks, recreation system
and community service activities to outlying areas of the City;
G. In cooperation with the Director of Recreation and Community Services, the
Commission will consider, review, and evaluate all parks, recreation programs, and
community services;
H. To consider, formulate, and propose cultural activities and historical preservation for
the City and its residents.
SECTION 4. Section 2.36.090, of Chapter 2.36 of Title 2 of the Cupertino Municipal
Code is hereby amended to read as follows:
406
Agenda: January 20, 2015
Item No:
2.36.090 Procedural Rules.
The City Park and Recreation Commission may adopt from time to time such rules of
procedure as it may deem necessary to properly exercise its functions. Such rules shall
be recommended to the Director of Recreation and Community Services and shall be
subject to approval by the City Council before becoming effective. All such rules shall
be kept on file with the Chairman of the City Park and Recreation Commission, the
department office, and the Mayor, and a copy thereof shall be furnished each
Commissioner and any other person upon request.
SECTION 5. The City Clerk shall certify the adoption of this Ordinance and shall give
notice of its adoption as required by law. Pursuant to Go vernment Code Section 36933,
a summary of this Ordinance may be published and posted in lieu of publication and
posting of the entire text.
INTRODUCED at a regular meeting of the City Council of the City of Cupertino the 20th
day of January, 2015, and ENACTED at a regular meeting of the City Council of the
City of Cupertino the ____ of _______ 2015, by the following vote:
PASSED:
Vote: Members of the City Council
Ayes:
Noes:
Absent:
Abstain:
ATTEST: APPROVED:
______________________ ______________________
Grace Schmidt, City Clerk Rod G. Sinks, Mayor
407
CITY OF CUPERTINO
Legislation Details (With Text)
File #: Version:115-0629 Name:
Status:Type:Ordinances and Action Items Agenda Ready
File created:In control:1/22/2015 City Council
On agenda:Final action:2/3/2015
Title:Subject: Civic Center Master Plan Consultant Contracts (Continued from January 20)
Sponsors:
Indexes:
Code sections:
Attachments:Staff Report
Action ByDate Action ResultVer.
City Council2/3/20151
Subject: Civic Center Master Plan Consultant Contracts (Continued from January 20)
StaffrecommendsthattheCityCouncilauthorizetheCityManagertonegotiateandexecute
contractsforallremainingservicesnecessarytocompleteworkdirectedbytheCouncilon
October 21, 2014
CITY OF CUPERTINO Printed on 2/2/2015Page 1 of 1
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- 1 -
PUBLIC WORKS DEPARTMENT
CITY HALL
10 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255
TELEPHONE: (408) 777-3354 www.cupertino.org
CITY COUNCIL STAFF REPORT
Meeting: February 3, 2015
Subject
Civic Center Master Plan Consultant Contracts
Recommendations
Staff recommends that the City Council authorize the City Manager to negotiate and
execute contracts for all remaining services necessary to complete work directed by the
Council on October 21, 2014.
Background
On Oct 21, 2014, Council received a presentation of alternatives for the Civic Center
Master Plan. Council provided direction to staff as to a Preferred Project to be further
developed and analyzed for environmental impacts and completion of the master plan
document.
Discussion
After receiving Council direction on the Preferred Project, the design consultant team is
in the process of preparing the final Master Plan document and the environmental
consultant is in the process of preparing the initial study for the plan. It is anticipated
that the final Master Plan, supporting CEQA document, as well as financing options
and schedules will be brought for City Council consideration in spring, 2015. In order
to complete the documentation for the Council-directed plan, additional services will be
required of consultants. There are currently four CIP project budgets appropriated for
the Civic Center site that are available to fund the required services, as listed below:
$400,000 – Civic Center Master Plan – encumbered
$500,000 – Civic Center-Parking Structure-Conceptual Design -
$237,048 is expended/encumbered; $262,952 remaining.
409
- 2 -
$2,000,000 – Library Program Room Expansion Project (available
this FY) - $84,800 is encumbered; $1,915,200 is remaining
$2,200,000 – Initial Civic Center Project (2014-15)
Staff recommends that Council authorize the City Manager to execute service
agreements as needed to facilitate the Civic Center Master Plan project through
approval of the master plan utilizing the appropriated funds.
Environmental Review
An Initial Study will be prepared for the preferred plan and will be submitted at the
time of Council approval of the Civic Center Master Plan.
Sustainability Impact
This project will be designed to be consistent with City sustainability and
environmental policies and objectives.
_________________________________________________________________________
Prepared by: Katy Jensen, Capital Improvement Program Manager
Reviewed by: Timm Borden, Director of Public Works
Approved for Submission by: David Brandt, City Manager
410