DEFICIENCY LISTING - BUILDING FEATURES
City of Santa Clara
Facility Condition Assessment
Walter E. Schmidt Youth Activity Center
Roof exhaust fan is approaching the end of its
useful life.
Provide equipment replacement and
installation.
Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
EF-1System: D3060.30.005
Asset ID: CSC000272
Asset Category
(if applicable):
FAN
Priority Year Description: 01 - Address deficiency or Capital Requirement in Year 01
Area/Floor (if applicable):
Comment:
Estimate:
(Escalated to Priority Year)
$5,213
Quantity/Unit of Measure: 1 / EA
Roof exhaust fan is approaching the end of its
useful life.
Provide equipment replacement and
installation.
Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
EF-2System: D3060.30.005
Asset ID: CSC000271
Asset Category
(if applicable):
FAN
Priority Year Description: 01 - Address deficiency or Capital Requirement in Year 01
Area/Floor (if applicable):
Comment:
Estimate:
(Escalated to Priority Year)
$5,213
Quantity/Unit of Measure: 1 / EA
Existing lighting controls are approaching the
end of their expected useful life.
Replace the lighting control.Description of Work:
Deficiency Description:
Existing lighting controls were malfunctioning
during the time of the assessment.
Asset Assigned Common
Name (if applicable):
Gymnasium Lighting ControlsSystem: D5040.10.003
Asset ID: CSC000023
Asset Category
(if applicable):
Panel
Priority Year Description: 01 - Address deficiency or Capital Requirement in Year 01
Area/Floor (if applicable): Storage / 1
Comment:
Estimate:
(Escalated to Priority Year)
$818
Quantity/Unit of Measure: 1 / EA
FINAL DRAFT
DEFICIENCY LISTING - BUILDING FEATURES
City of Santa Clara
Facility Condition Assessment
Walter E. Schmidt Youth Activity Center
Countertops are damaged and finish is
delaminating.
Remove existing countertops and replace with
new solid surface countertops.
Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
Building 02System: E2010.30.006
Asset ID: CSC009088
Asset Category
(if applicable):
Building
Priority Year Description: 05 - Address deficiency or Capital Requirement in Year 05
Area/Floor (if applicable): Youth Center - Men's Restroom / 1 Comment:
Estimate:
(Escalated to Priority Year)
$5,069
Quantity/Unit of Measure: 8 / LF
Original casework and shelving is worn and
damaged.
Refinish or replace original cabinets and
countertops.
Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
Building 02System: E2010.30.003
Asset ID: CSC009088
Asset Category
(if applicable):
Building
Priority Year Description: 05 - Address deficiency or Capital Requirement in Year 05
Area/Floor (if applicable): Youth Center - Interior / 1 Comment:
Estimate:
(Escalated to Priority Year)
$10,369
Quantity/Unit of Measure: 8 / LF
Original casework and shelving is worn and
damaged.
Refinish or replace original cabinets and
countertops.
Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
Building 02System: E2010.30.003
Asset ID: CSC009088
Asset Category
(if applicable):
Building
Priority Year Description: 05 - Address deficiency or Capital Requirement in Year 05
Area/Floor (if applicable): Youth Center - Interior / 1 Comment:
Estimate:
(Escalated to Priority Year)
$22,035
Quantity/Unit of Measure: 17 / LF
FINAL DRAFT
DEFICIENCY LISTING - BUILDING FEATURES
City of Santa Clara
Facility Condition Assessment
Walter E. Schmidt Youth Activity Center
Countertops are damaged and finish is
delaminating.
Remove existing countertops and replace with
new solid surface countertops.
Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
Building 02System: E2010.30.006
Asset ID: CSC009088
Asset Category
(if applicable):
Building
Priority Year Description: 05 - Address deficiency or Capital Requirement in Year 05
Area/Floor (if applicable): Youth Center - Women's Restroom / 1 Comment:
Estimate:
(Escalated to Priority Year)
$5,069
Quantity/Unit of Measure: 8 / LF
END OF DEFICIENCY LISTING - BUILDING FEATURES
FINAL DRAFT
Facility Condition Assessment Report
Santa Clara Youth Soccer Park
Prepared by Kitchell
For
City of Santa Clara, California
FINAL DRAFT
January 31, 2018
Park Survey Date: 09/26/17 Building Survey Date: 05/08 – 05/09/17
City of Santa Clara
Facility Condition Assessment
FINAL DRAFT
Santa Clara Youth Soccer Park
Facility Condition Assessment
I. General Facility Description
Dedicated on October 24, 2005, Youth Soccer Park contains a recreational building, snack bar, three soccer fields, maintenance building, restrooms, locker rooms, on-site parking, and various park amenities. The park is bounded by Centennial Boulevard to the south, Stars and Stripes Drive to the east, Marie P. DeBartolo Way to the west, and Tasman Drive to the north.
II. Park History
Santa Clara Youth Soccer Park is the result of the initiative of a team of residents who formed the “Friends of the Santa Clara Soccer Park” and recommended that the City of Santa Clara provide a quality soccer facility for the Santa Clara community. Santa Clara Youth Soccer Park was dedicated on October 24, 2005.
III. Park Description
A. Playgrounds
None.
Facility Statistics
Address
5049 Centennial
Boulevard
Year Dedicated 2005
Acreage 11.00
Latitude 37.4050
Longitude -121.9676
APN 104-43-049
Park Condition
Current Needs $ 24,235
Total Replacement Cost $ 5,907,808
Park Condition Index, PCI 1
Condition Rating Good
Building Condition
Current Needs $ 141,597
Total Replacement Cost $ 7,043,303
Building Condition Index, BCI 3
Condition Rating Good
City of Santa Clara
Facility Condition Assessment
FINAL DRAFT
B. Site Parking Lots
The park has one on-site parking lot accessible from Stars and Stripes Drive. The parking lot has asphalt concrete surfacing and contains 129 parking stalls, four ADA stalls, and two van ADA stalls.
The lot appears to be in good condition, requiring minor repair. Truncated domes are absent from the curb ramps.
The ADA parking stalls lack updated signage.
C. Pedestrian Pathways
Pedestrian paving throughout the site consists of concrete pavement. Paving is in overall good condition with minimal areas requiring repairs.
D. General Site Amenities (Fencing, Walls, Signage, Other) General park signage appeared to be in overall good condition. Perimeter fencing surrounding the site appeared to be in good condition. The retaining walls appeared to be in overall good condition.
E. Furnishings
The site includes miscellaneous park furnishings such as picnic tables, benches, drinking fountains, and trash cans.
The majority of these furnishings were in good condition with only minimal repairs required.
F. Playing Fields and Play Courts
The site has three soccer fields: two natural turf and one synthetic turf field. The soccer fields appeared to be in overall good condition.
G. Landscaping (Including Turf)
General landscaping throughout the park consists of trees, minor shrubs, and natural turf (open turf areas).
Trees and shrubs appeared to be in good condition with no dead or dying trees or shrubs noted.
H. Stormwater Observations
Park drainage generally flows into an on-site underground drainage system. Overall, the park appears relatively well-drained and was not observed to have areas displaying flooding.
IV. Building Description
A. Main Building
The building structure is in good overall condition with no major architectural deficiencies identified.
Most of the interior finishes are in good condition showing signs of normal wear for a building of its age.
Several areas of concrete paving are cracked and should be replaced. The CMU wall caps at the sand and gravel storage bunkers have come loose and are broken.
City of Santa Clara
Facility Condition Assessment
FINAL DRAFT
The mechanical system, plumbing system , and plumbing fixtures appear to be in operational condition; however, due to age and condition of the equipment, the HVAC system is approaching the end of its expected useful service life. Overall, the electrical system appears to be in good operational condition. The electrical service is supplied power via a metered all-in-one service entrance that feeds various electrical panels and transformers.
o Panel H is rated 600A at 277/480V, 3 phase, 4 wire.
o Panel CH is rated 400A at 277/480V, 3 phase, 4 wire.
o Panel CL is rated 225A at 120/208V, 3 phase, 4 wire.
o Panel L is rated 100A at 120/208V, 3 phase, 4 wire.
o Transformer 1 is rated 75kVA, 277/480 to 120/208V, 3 phase. o Transformer 2 is rated 30kVA, 277/480 to 120/208V, 3 phase. Interior lighting is provided by fluorescent fixtures. The fixtures appeared to be in good operational condition.
Exterior lighting is provided by high intensity discharge fixtures and stadium light poles. The fixtures appeared to be in good condition.
The building is not equipped with a fire alarm system. During the time of the assessment, there were no issues reported by maintenance personnel.
B. Maintenance Building
The building structure is in good overall condition with no major architectural deficiencies identified.
The mechanical system, plumbing system , and plumbing fixtures appear to be in operational condition.
Overall, the electrical system appears to be in good operational condition. The electrical service is supplied power via a metered all-in-one service entrance that feeds an electrical panel and a transformer.
o Panel LA is rated 225A at 120/208V, 3 phase, 4 wire.
o Transformer 1 is rated 30kVA, 277/480 to 120/208V, 3 phase. Interior lighting is provided by fluorescent fixtures. The fixtures appeared to be in good operational condition. In the future, fixtures should be replaced with an energy efficient LED option.
Exterior lighting is provided by high intensity discharge fixtures. The fixtures appeared to be in good condition. In the future, fixtures should be replaced with an energy efficient LED option.
The building is not equipped with a fire alarm system. During the time of the assessment, there were no issues reported by maintenance personnel.
City of Santa Clara
Facility Condition Assessment
FINAL DRAFT
V. Park Improvements/Enhancements
Field #1 natural turf was replaced in 2016.
Field #2 synthetic turf was replaced in 2017.
Field #3 natural turf was replaced in 2016.
Locker room floor was resurfaced in 2016.
New netting system was installed in 2016.
VI. Easements & Agreements
A. Park & Recreation staff researched easements and agreements attached to the Park / Facility. The lists of easements / agreements below reflect what staff was able to find at the time of the report release.
Santa Clara Valley Water District
Tract 10118 (851 M 30)
VII. Assumptions/Inclusions/Exclusions
No underground utilities were assessed.
Deficiencies noted throughout this report are assumed to be replaced in-kind and do not include any technology advancements or system changes for the existing assets. The use of this report is not intended to be a recreation demand analysis. A rehabilitation and code upgrade does not increase facility capacity. The assessment of fire alarm and fire sprinkler systems only include the examination and notation of if either system existed in a building. The assessment of these systems do not include the verification of its condition or useful life.
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
VARIES
Priority
16-20
VARIES
Priority
11-15
VARIES
Priority
06-10
1.28%
Priority 5
Year 5
1.22%
Priority 4
Year 4
1.16%
Priority 3
Year 3
1.10%
Priority 2
Year 2
1.05%
Construction Increase - Cumulative Escalation
Priority 1
Year 1
Total
Costs With
Escalation
Current
Costs
Without
Escalation
Park System
Class
Uniformat
Code
CIP DEFICIENCY DATA SUMMARY - PARK FEATURES
Parking Lots $11,821 $3,171 - - - - - - $20,230$23,401G2020 Pedestrian Plazas and
Walkways
$15,783 $5,909 - - - $12,962 - - -$18,871G2030
Athletic Fields $3,479,674 $355 - - - - $49,318 $255,813 $7,612,815$7,918,301G2050 Site Development $809,060 $1,595 - $3,511 - - - $5,730 $1,842,189$1,853,026G2060 Landscaping $6,906 - - - - - $10,311 - -$10,311G2080
Water Utilities $83,411 - - - - - $7,149 - $181,139$188,288G3010 Sanitary Sewerage
Utilities
$18,957 - - - - - - - $43,573$43,573G3020
Storm Drainage
Utilities
$4,807 $569 - - - - - - $9,804$10,373G3030
Site Electric
Distribution Systems
$65,222 - - - - - $876 - $148,615$149,491G4010
Site Lighting $15,798 - - - - - - - $36,311$36,311G4050 PCI Summary:
Totals:
(Priority 1 through 5 Without Escalation) $24,235
Total Replacement Cost: $5,907,808
PCI Calculated Value: 1
PCI Condition Rating: GOOD
$10,251,944TOTALS $9,894,676$261,543$67,654$12,962-$3,511-$11,599$4,511,439 Site Development Park Class System assets include: Fencing, Trash Cans, Picnic Tables, Signage, Bollards, Shelters, Fitness Equipment, BBQ’s, Bike Racks, Walls, etc. $10,156 - $3,033 - $11,047
$24,235
TOTALS
(Priority 1-5 Without Escalation)
FINAL DRAFT
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
CIP DEFICIENCY DATA SUMMARY - BUILDING FEATURES
Building System
Class
Current
Costs
Without
Escalation
Priority 1
Year 1
Priority 2
Year 2
Priority 3
Year 3
Priority 4
Year 4
Priority 5
Year 5
Priority
06-10
Priority
11-15
Priority
16-20
Uniformat
Code
Construction Increase - Cumulative Escalation
1.05% 1.10% 1.16% 1.22% 1.28% VARIESVARIES VARIES
Total
Costs With
Escalation
Exterior Walls $6,770 - - - $8,229 - - - -$8,229B2010
Exterior Windows $3,611 - - $4,180 - - - - -$4,180B2020 Roof Appurtenances $3,047 - $3,359 - - - - - -$3,359B3020 Wall Finishes $4,514 - - - - $5,761 - - -$5,761C2010
Ceiling Finishes $705 - - - - $900 - - -$900C2050
Domestic Water
Distribution
$74,362 $1,185 - - - - $50,056 $69,691 -$120,932D2010
Heating Systems $10,986 - - - - - - - $24,378$24,378D3020 Cooling Systems $94,740 $16,587 - - $95,955 - - - -$112,543D3030 Facility HVAC
Distribution Systems
$27,082 - - - $32,918 - - - -$32,918D3050
Ventilation $12,638 - - - - - - $20,409 -$20,409D3060
Electrical Service and
Distribution
$121,007 - - - - - - $228,606 -$228,606D5020
Lighting $1,817 - - - - - $1,209 $1,923 -$3,132D5040
$565,347TOTALS $24,378$320,630$51,265$6,661$137,102$4,180$3,359$17,772$361,278 $5,219$112,795$3,611$3,047$16,926
$141,597
TOTALS
(Priority 1-5 Without Escalation)
BCI Summary:
Totals:
(Priority 1 through 5 Without Escalation) $141,597
Total Replacement Cost: $7,043,303
BCI Calculated Value: 3
BCI Condition Rating: GOOD
FINAL DRAFT
City of Santa Clara
Facility Condition Assessment
FINAL DRAFT
Table 1. Facility Condition Index Grade and Impact to Asset Failure Risk, Residents and Staff Common Implications of FCI to Asset Portfolios
FCI
Grade
Impact to Facilities
and Components
Examples of
Component Issues
User Complaints and
Morale
Maintenance
Personnel
Impact
Good
(PCI/BCI
0 to 4)
Facilities will look
clean and functional.
Limited and
manageable
component and
equipment failure
may occur.
Repairs and replacement
are more of an aesthetic
or general nature, such
as wall painting, carpet
replacement, roof repair,
window caulking.
User complaints will be
low and manageable.
User morale will be
positive and evident.
Facilities
personnel
time will be
devoted to
regular
scheduled
maintenance.
Fair
(PCI/BCI
5 to 10)
Facilities are
beginning to show
signs of wear.
More frequent
component and
equipment failure
will occur.
Repairs and replacement
of specific systems, i.e.
boiler, window
replacements, interior
renovations.
User complaints will
occur with higher level
of frequency.
User morale may be
affected.
Facilities
personnel
time ay at
times be
diverted from
regular
scheduled
maintenance.
Poor
(PCI/BCI
11 to 30)
Facilities will look
worn with apparent
and increasing
deterioration.
Frequent component
and equipment
failure may occur.
Occasional building
shut down will occur.
Replacement of specific
major systems required,
such as heating and
plumbing systems,
complete interior
renovations, building
envelope restoration.
Shut down may affect
users (i.e. roof or pipe
leakage)
User complaints will be
high with increased
level of frequency.
Concern about
negative user morale
will be raised and
become evident.
Facilities
personnel
time will likely
be diverted
from regular
scheduled
maintenance
and forced to
“reactive”
mode.
Critical
(PCI over
30)
Facilities may look
worn with obvious
deterioration.
Equipment failure
occurring frequently.
Occasional building
shut down will likely
occur. Management
risk is high.
Health and safety
issue figure
prominently. Major
systems
approaching end of
industry-standard
useful life.
Replacement of multiple
systems required (i.e.
mechanical, electrical,
architectural and
structural).
Building heating system
failure.
Evacuation of upper floor
due to unaddressed roof
leakage.
Structural issues
including envelope
replacement.
Major systems
approaching end of
industry-standard useful
life.
User complaints may
be very high with an
unmanageable level of
frequency.
Lack of maintenance
will affect user
attitudes and morale.
Facilities
personnel will
not able to
provide
regular
scheduled
maintenance
due to high
levels of
“reactive”
calls.
(1): Total Deficiency Cost = (Deficiency Cost) x (General Construction Factor) x (City Cost Index) x (Non Construction Cost) x (Cumulative Escalation) General Construction Factor (1.40) = Estimating Contingency, General Conditions, Overhead and Profit, Insurance and Bonds City Cost Index (1.24) = A Compensation for Cost Variation per Geographical Location Non Construction Cost (1.30) = Includes Architect/Engineer Fees, Construction Management, County/Client Administration, Permits, Testing, etc. (2): Unit of Measure
(3): TBD = Costs to be determined after further investigation by City of Santa Clara.
DEFICIENCY TABLE
Deficiency Description Description of Work Qty UOM
(2)
Related Asset
ID /
Comments
Total
Deficiency
Cost (1)
Deficiency
Cost
Room
Location
System Item No. Priority
(3)
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
SF100 $3,000 04B2010.20.005B2010 -
Exterior Walls
Youth
Soccer -
Exterior
$8,229Repair CMU structureCMU structure damaged
and in need of repair.
CSC006619
SF16 $1,600 03B2020.10.030B2020 -
Exterior
Windows
Youth
Soccer -
Exterior
$4,180Remove, reglaze opening
with new single pane of
glass.
Broken panes of single
glass.
CSC006619
LF200 $1,350 02B3020.70.003B3020 - Roof
Appurtenances
Youth
Soccer -
Exterior
$3,359Clean gutters.Gutters are clogged with
debris.
CSC006619
SF100 $2,000 05C2010.10.001C2010 - Wall
Finishes
Youth
Soccer -
Exterior
$5,761Remove and replace
ceramic tile to match
existing.
Wall ceramic tile is
chipped and is in poor
condition.
CSC006619
SF50 $313 05C2050.10.002C2050 -
Ceiling
Finishes
Youth
Soccer -
Exterior
$900Remove and replace
existing gypsum board
ceiling and replace with
new gypsum board. Tape
and paint.
Painted gypsum
wallboard - Ceiling is in
poor condition.
CSC006619
EA1 $7,725 08D2010.20.003D2010 -
Domestic
Water
Distribution
Storage $25,028Provide equipment
replacement and
installation.
Gas fired water heater is
approaching the end of its
useful life.
CSC000304
EA1 $7,725 08D2010.20.003D2010 -
Domestic
Water
Distribution
Storage $25,028Provide equipment
replacement and
installation.
Gas fired water heater is
approaching the end of its
useful life.
CSC000305
EA1 $500 01D2010.20.006D2010 -
Domestic
Water
Distribution
Restroom $1,185Provide equipment
replacement and
installation.
Instantaneous water
heater is approaching the
end of its useful life.
CSC000295 /
Hot water does
not come from
unit.
SF1000 $17,000 14D2010.60.051D2010 -
Domestic
Water
Distribution
$69,691Provide equipment
replacement and
installation.
Plumbing fixtures, cold
and hot water piping,
sanitary sewer line, and
vent lines are at the end of
their expected useful
service life.
CSC006619
EA1 $3,708 20D3020.70.003D3020 -
Heating
Systems
Snack Bar $19,234Provide equipment
replacement and
installation.
Gas fired unit heater is
approaching the end of its
useful life.
CSC000301
EA1 $580 16D3020.70.005D3020 -
Heating
Systems
Maintenance $2,572Provide equipment
replacement and
installation.
Small electric unit heater
is approaching the end of
its useful life.
CSC000676
EA1 $580 16D3020.70.005D3020 -
Heating
Systems
Maintenance $2,572Provide equipment
replacement and
installation.
Small electric unit heater
is approaching the end of
its useful life.
CSC000677
-1 - TBDD3030.70.000D3030 -
Cooling
Systems
Exterior -Investigate heating and
cooling issues with an
equipment specialist.
Heat pump driver inline of
refrigerant piping appears
to be at the end of its
expected useful service
life.
CSC000288
-1 - TBDD3030.70.000D3030 -
Cooling
Systems
Exterior -Investigate heating and
cooling issues with an
equipment specialist.
Heat pump driver inline of
refrigerant piping appears
to be at the end of its
expected useful service
life.
CSC000289
-1 - TBDD3030.70.000D3030 -
Cooling
Systems
Exterior -Investigate heating and
cooling issues with an
equipment specialist.
Heat pump driver inline of
refrigerant piping appears
to be at the end of its
expected useful service
life.
CSC000290
FINAL DRAFT
(1): Total Deficiency Cost = (Deficiency Cost) x (General Construction Factor) x (City Cost Index) x (Non Construction Cost) x (Cumulative Escalation) General Construction Factor (1.40) = Estimating Contingency, General Conditions, Overhead and Profit, Insurance and Bonds City Cost Index (1.24) = A Compensation for Cost Variation per Geographical Location Non Construction Cost (1.30) = Includes Architect/Engineer Fees, Construction Management, County/Client Administration, Permits, Testing, etc. (2): Unit of Measure
(3): TBD = Costs to be determined after further investigation by City of Santa Clara.
DEFICIENCY TABLE
Deficiency Description Description of Work Qty UOM
(2)
Related Asset
ID /
Comments
Total
Deficiency
Cost (1)
Deficiency
Cost
Room
Location
System Item No. Priority
(3)
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
-1 - TBDD3030.70.000D3030 -
Cooling
Systems
Exterior -Investigate heating and
cooling issues with an
equipment specialist.
Heat pump driver inline of
refrigerant piping appears
to be at the end of its
expected useful service
life.
CSC000291
-1 - TBDD3030.70.000D3030 -
Cooling
Systems
Exterior -Investigate heating and
cooling issues with an
equipment specialist.
Heat pump driver inline of
refrigerant piping appears
to be at the end of its
expected useful service
life.
CSC000292
EA1 $3,500 01D3030.70.011D3030 -
Cooling
Systems
Supervisor $8,294Provide equipment repair
or equipment replacement
and installation as
necessary.
Fan coil unit is
approaching the end of its
useful life.
CSC000287 /
Fan coil unit is
not providing
heating and
EA1 $3,500 01D3030.70.011D3030 -
Cooling
Systems
Conference $8,294Provide equipment repair
or equipment replacement
and installation as
necessary.
Fan coil unit is
approaching the end of its
useful life.
CSC000294 /
Fan on unit is
inoperable.
EA1 $5,300 04D3030.70.041D3030 -
Cooling
Systems
Exterior $14,539Provide equipment
replacement and
installation.
Split system with wall
mounted AC and outdoor
condensing unit is
approaching the end of its
useful life.
CSC000288
EA1 $7,420 04D3030.70.042D3030 -
Cooling
Systems
Exterior $20,354Provide equipment
replacement and
installation.
Split system with fan coil
and outdoor condensing
unit is approaching the
end of its useful life.
CSC000289
EA1 $7,420 04D3030.70.042D3030 -
Cooling
Systems
Exterior $20,354Provide equipment
replacement and
installation.
Split system with fan coil
and outdoor condensing
unit is approaching the
end of its useful life.
CSC000290
EA1 $7,420 04D3030.70.042D3030 -
Cooling
Systems
Exterior $20,354Provide equipment
replacement and
installation.
Split system with fan coil
and outdoor condensing
unit is approaching the
end of its useful life.
CSC000291
EA1 $7,420 04D3030.70.042D3030 -
Cooling
Systems
Exterior $20,354Provide equipment
replacement and
installation.
Split system with fan coil
and outdoor condensing
unit is approaching the
end of its useful life.
CSC000292
EA4 $12,000 04D3050.50.035D3050 -
Facility HVAC
Distribution
Systems
Snack Bar $32,918Provide equipment
replacement and
installation.
Air door is approaching
the end of its useful life.
CSC000297
EA7 $4,900 11D3060.30.002D3060 -
Ventilation
$17,858Provide equipment
replacement and
installation.
Ceiling exhaust fan is
approaching the end of its
expected useful life.
CSC000284
EA1 $700 11D3060.30.002D3060 -
Ventilation
Maintenance $2,551Provide equipment
replacement and
installation.
Ceiling exhaust fan is
approaching the end of its
expected useful life.
CSC000680
EA1 $3,479 15D5020.10.215D5020 -
Electrical
Service and
Distribution
Main
Electrical
$14,832Replace the transformer.30kVA Transformer (3P
dry-type, 480-120/208V) is
approaching the end of its
expected useful life.
CSC000039
EA1 $3,479 15D5020.10.215D5020 -
Electrical
Service and
Distribution
Shop $14,832Replace the transformer.30kVA Transformer (3P dry-type, 480-120/208V) is
approaching the end of its
expected useful life.
CSC000044
FINAL DRAFT
(1): Total Deficiency Cost = (Deficiency Cost) x (General Construction Factor) x (City Cost Index) x (Non Construction Cost) x (Cumulative Escalation) General Construction Factor (1.40) = Estimating Contingency, General Conditions, Overhead and Profit, Insurance and Bonds City Cost Index (1.24) = A Compensation for Cost Variation per Geographical Location Non Construction Cost (1.30) = Includes Architect/Engineer Fees, Construction Management, County/Client Administration, Permits, Testing, etc. (2): Unit of Measure
(3): TBD = Costs to be determined after further investigation by City of Santa Clara.
DEFICIENCY TABLE
Deficiency Description Description of Work Qty UOM
(2)
Related Asset
ID /
Comments
Total
Deficiency
Cost (1)
Deficiency
Cost
Room
Location
System Item No. Priority
(3)
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
EA1 $5,146 15D5020.10.217D5020 -
Electrical
Service and
Distribution
Main
Electrical
$21,941Replace the transformer.75kVA Transformer (3P
dry-type, 480-120/208V) is
approaching the end of its
expected useful life.
CSC000038
EA1 $3,565 15D5020.30.1007D5020 -
Electrical
Service and
Distribution
Main
Electrical
$15,200Replace the panelboard.100A (30 ckts, 120/208,
3P) Panelboard is
approaching the end of its
expected useful life.
CSC000036
EA1 $3,565 15D5020.30.1007D5020 -
Electrical
Service and
Distribution
Snack Bar $15,200Replace the panelboard.100A (30 ckts, 120/208, 3P) Panelboard is
approaching the end of its
expected useful life.
CSC000042
EA1 $5,779 15D5020.30.1008D5020 -
Electrical
Service and
Distribution
Main
Electrical
$24,638Replace the panelboard.225A (42 ckts, 120/208,
3P) Panelboard is
approaching the end of its
expected useful life.
CSC000040
EA1 $5,779 15D5020.30.1008D5020 -
Electrical
Service and
Distribution
Shop $24,638Replace the panelboard.225A (42 ckts, 120/208, 3P) Panelboard is
approaching the end of its
expected useful life.
CSC000043
EA1 $9,833 15D5020.30.1013D5020 -
Electrical
Service and
Distribution
Main
Electrical
$41,921Replace the panelboard.400A (42 ckts, 277/480,
3P) Panelboard is
approaching the end of its
expected useful life.
CSC000041
EA1 $12,995 15D5020.30.1014D5020 -
Electrical
Service and
Distribution
Main
Electrical
$55,405Replace the panelboard.600A (42 ckts, 277/480,
3P) Panelboard is
approaching the end of its
expected useful life.
CSC000037
EA1 $230 14D5040.10.001D5040 -
Lighting
Shop $943Replace the time clock.Time clock is approaching the end of its expected
useful life.
CSC000043
EA1 $230 15D5040.10.001D5040 -
Lighting
Main
Electrical
$981Replace the time clock.Time clock is approaching
the end of its expected
useful life.
CSC000041
EA1 $345 10D5040.10.003D5040 -
Lighting
Main
Electrical
$1,209Replace the lighting
control.
Existing lighting controls
are approaching the end
of their expected useful
life.
CSC000035
SF20 $78 01G2020.10.002G2020 -
Parking Lots
$185Provide asphalt seal.Asphalt paving shows
evidence of damage.
CSC006626
LF200 $360 01G2020.20.001G2020 -
Parking Lots
$853Repaint curbs.Curb painting shows
evidence of damage.
CSC006626
EA3 $900 01G2020.40.016G2020 -
Parking Lots
$2,133Install updated accessible
sign.
ADA sign is missing, non-
compliant, etc.
CSC006626
EA1 $300 20G2020.40.019G2020 -
Parking Lots
$1,556Replace sign.Sign is approaching the
end of its useful life.
CSC006630
EA1 $300 20G2020.40.019G2020 -
Parking Lots
$1,556Replace sign.Sign is approaching the
end of its useful life.
CSC006631
EA1 $300 20G2020.40.019G2020 -
Parking Lots
$1,556Replace sign.Sign is approaching the
end of its useful life.
CSC006640
EA1 $300 20G2020.40.019G2020 -
Parking Lots
$1,556Replace sign.Sign is approaching the
end of its useful life.
CSC006641
EA1 $300 20G2020.40.019G2020 -
Parking Lots
$1,556Replace sign.Sign is approaching the
end of its useful life.
CSC006697
EA1 $300 20G2020.40.019G2020 -
Parking Lots
$1,556Replace sign.Sign is approaching the
end of its useful life.
CSC006698
FINAL DRAFT
(1): Total Deficiency Cost = (Deficiency Cost) x (General Construction Factor) x (City Cost Index) x (Non Construction Cost) x (Cumulative Escalation) General Construction Factor (1.40) = Estimating Contingency, General Conditions, Overhead and Profit, Insurance and Bonds City Cost Index (1.24) = A Compensation for Cost Variation per Geographical Location Non Construction Cost (1.30) = Includes Architect/Engineer Fees, Construction Management, County/Client Administration, Permits, Testing, etc. (2): Unit of Measure
(3): TBD = Costs to be determined after further investigation by City of Santa Clara.
DEFICIENCY TABLE
Deficiency Description Description of Work Qty UOM
(2)
Related Asset
ID /
Comments
Total
Deficiency
Cost (1)
Deficiency
Cost
Room
Location
System Item No. Priority
(3)
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
EA1 $300 20G2020.40.019G2020 -
Parking Lots
$1,556Replace sign.Sign is approaching the
end of its useful life.
CSC006699
EA1 $300 20G2020.40.019G2020 -
Parking Lots
$1,556Replace sign.Sign is approaching the
end of its useful life.
CSC006700
EA1 $300 20G2020.40.019G2020 -
Parking Lots
$1,556Replace sign.Sign is approaching the
end of its useful life.
CSC006701
EA1 $300 20G2020.40.019G2020 -
Parking Lots
$1,556Replace sign.Sign is approaching the
end of its useful life.
CSC006702
EA1 $300 20G2020.40.019G2020 -
Parking Lots
$1,556Replace sign.Sign is approaching the
end of its useful life.
CSC006703
EA1 $300 20G2020.40.019G2020 -
Parking Lots
$1,556Replace sign.Sign is approaching the
end of its useful life.
CSC006712
EA1 $300 20G2020.40.019G2020 -
Parking Lots
$1,556Replace sign.Sign is approaching the
end of its useful life.
CSC006747
SF180 $1,728 01G2030.10.008G2030 -
Pedestrian
Plazas and
Walkways
$4,095Replace concrete paving.Concrete pathway shows
evidence of damage.
CSC006386
SF300 $2,880 05G2030.10.008G2030 -
Pedestrian
Plazas and
Walkways
Youth
Soccer -
Exterior
$8,295Replace concrete paving.Concrete pathway shows
evidence of damage.
CSC006619
SF100 $1,080 05G2030.10.009G2030 -
Pedestrian
Plazas and
Walkways
Youth
Soccer -
Exterior
$3,111Replace concrete and
base to match existing.
Concrete pathway shows
evidence of damage.
CSC006619
SF50 $540 05G2030.10.009G2030 -
Pedestrian
Plazas and
Walkways
Youth
Soccer -
Exterior
$1,555Replace concrete and
base to match existing.
Concrete pathway shows
evidence of damage.
CSC006619
SF4 $10 01G2030.10.010G2030 -
Pedestrian
Plazas and
Walkways
$23Grind down pavement.Concrete pathway is
heaving.
CSC006386
EA3 $756 01G2030.20.002G2030 -
Pedestrian
Plazas and
Walkways
$1,791Install truncated domes.Curb ramp is missing
truncated domes.
CSC006626
SF210 $1,008 09G2050.10.022G2050 -
Athletic Fields
$3,397Replace wind screen
fabric.
Wind screen fabric is
approaching the end of its
useful life.
CSC006470
SF210 $1,008 10G2050.10.022G2050 -
Athletic Fields
$3,532Replace wind screen
fabric.
Wind screen fabric is
approaching the end of its
useful life.
CSC006457
SF210 $1,008 10G2050.10.022G2050 -
Athletic Fields
$3,532Replace wind screen
fabric.
Wind screen fabric is
approaching the end of its
useful life.
CSC006458
SF140 $672 10G2050.10.022G2050 -
Athletic Fields
$2,355Replace wind screen
fabric.
Wind screen fabric is
approaching the end of its
useful life.
CSC006459
SF210 $1,008 10G2050.10.022G2050 -
Athletic Fields
$3,532Replace wind screen
fabric.
Wind screen fabric is
approaching the end of its
useful life.
CSC006460
SF210 $1,008 10G2050.10.022G2050 -
Athletic Fields
$3,532Replace wind screen
fabric.
Wind screen fabric is
approaching the end of its
useful life.
CSC006461
FINAL DRAFT
(1): Total Deficiency Cost = (Deficiency Cost) x (General Construction Factor) x (City Cost Index) x (Non Construction Cost) x (Cumulative Escalation) General Construction Factor (1.40) = Estimating Contingency, General Conditions, Overhead and Profit, Insurance and Bonds City Cost Index (1.24) = A Compensation for Cost Variation per Geographical Location Non Construction Cost (1.30) = Includes Architect/Engineer Fees, Construction Management, County/Client Administration, Permits, Testing, etc. (2): Unit of Measure
(3): TBD = Costs to be determined after further investigation by City of Santa Clara.
DEFICIENCY TABLE
Deficiency Description Description of Work Qty UOM
(2)
Related Asset
ID /
Comments
Total
Deficiency
Cost (1)
Deficiency
Cost
Room
Location
System Item No. Priority
(3)
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
SF210 $1,008 10G2050.10.022G2050 -
Athletic Fields
$3,532Replace wind screen
fabric.
Wind screen fabric is
approaching the end of its
useful life.
CSC006471
SF140 $672 10G2050.10.022G2050 -
Athletic Fields
$2,355Replace wind screen
fabric.
Wind screen fabric is
approaching the end of its
useful life.
CSC006472
SF210 $1,008 10G2050.10.022G2050 -
Athletic Fields
$3,532Replace wind screen
fabric.
Wind screen fabric is
approaching the end of its
useful life.
CSC006473
SF210 $1,008 10G2050.10.022G2050 -
Athletic Fields
$3,532Replace wind screen
fabric.
Wind screen fabric is
approaching the end of its
useful life.
CSC006474
SF210 $1,008 10G2050.10.022G2050 -
Athletic Fields
$3,532Replace wind screen
fabric.
Wind screen fabric is
approaching the end of its
useful life.
CSC006502
SF210 $1,008 10G2050.10.022G2050 -
Athletic Fields
$3,532Replace wind screen
fabric.
Wind screen fabric is
approaching the end of its
useful life.
CSC006503
SF140 $672 10G2050.10.022G2050 -
Athletic Fields
$2,355Replace wind screen
fabric.
Wind screen fabric is
approaching the end of its
useful life.
CSC006504
SF210 $1,008 10G2050.10.022G2050 -
Athletic Fields
$3,532Replace wind screen
fabric.
Wind screen fabric is
approaching the end of its
useful life.
CSC006507
SF210 $1,008 10G2050.10.022G2050 -
Athletic Fields
$3,532Replace wind screen
fabric.
Wind screen fabric is
approaching the end of its
useful life.
CSC006508
EA1 $7,200 20G2050.10.073G2050 -
Athletic Fields
$37,348Replace the field lighting.Field lighting is
approaching the end of its
useful life.
CSC006393
EA1 $7,200 20G2050.10.073G2050 -
Athletic Fields
$37,348Replace the field lighting.Field lighting is
approaching the end of its
useful life.
CSC006430
EA1 $7,200 20G2050.10.073G2050 -
Athletic Fields
$37,348Replace the field lighting.Field lighting is
approaching the end of its
useful life.
CSC006442
EA1 $7,200 20G2050.10.073G2050 -
Athletic Fields
$37,348Replace the field lighting.Field lighting is
approaching the end of its
useful life.
CSC006451
EA1 $7,200 20G2050.10.073G2050 -
Athletic Fields
$37,348Replace the field lighting.Field lighting is
approaching the end of its
useful life.
CSC006499
EA1 $7,200 20G2050.10.073G2050 -
Athletic Fields
$37,348Replace the field lighting.Field lighting is
approaching the end of its
useful life.
CSC006526
EA1 $7,200 20G2050.10.073G2050 -
Athletic Fields
$37,348Replace the field lighting.Field lighting is
approaching the end of its
useful life.
CSC006566
EA1 $7,200 20G2050.10.073G2050 -
Athletic Fields
$37,348Replace the field lighting.Field lighting is
approaching the end of its
useful life.
CSC006578
EA1 $300,000 20G2050.10.080G2050 -
Athletic Fields
$1,556,176Replace soccer field.Soccer field is
approaching the end of its
useful life.
CSC006494
SF4500 $13,500 20G2050.10.093G2050 -
Athletic Fields
$70,028Replace section.Fencing is approaching
the end of its useful life.
CSC006585
SF4500 $13,500 20G2050.10.093G2050 -
Athletic Fields
$70,028Replace section.Fencing is approaching
the end of its useful life.
CSC006589
FINAL DRAFT
(1): Total Deficiency Cost = (Deficiency Cost) x (General Construction Factor) x (City Cost Index) x (Non Construction Cost) x (Cumulative Escalation) General Construction Factor (1.40) = Estimating Contingency, General Conditions, Overhead and Profit, Insurance and Bonds City Cost Index (1.24) = A Compensation for Cost Variation per Geographical Location Non Construction Cost (1.30) = Includes Architect/Engineer Fees, Construction Management, County/Client Administration, Permits, Testing, etc. (2): Unit of Measure
(3): TBD = Costs to be determined after further investigation by City of Santa Clara.
DEFICIENCY TABLE
Deficiency Description Description of Work Qty UOM
(2)
Related Asset
ID /
Comments
Total
Deficiency
Cost (1)
Deficiency
Cost
Room
Location
System Item No. Priority
(3)
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
EA1 $60,000 15G2050.10.200G2050 -
Athletic Fields
$255,813Replace scoreboard.Scoreboard is
approaching the end of its
useful life.
CSC006532
SF25 $150 01G2050.10.202G2050 -
Athletic Fields
$355Replace natural turf area.Natural turf shows
evidence of damage.
CSC006448
EA1 $1,083,000 20G2050.10.211G2050 -
Athletic Fields
$5,617,797Replace soccer field.Soccer field is
approaching the end of its
useful life.
CSC006469
SF6 $58 20G2060.20.002G2060 - Site
Development
$299Replace coated chain link
fencing.
Chain link plastic-coated
fencing is approaching the
end of its useful life.
CSC006396
SF600 $5,760 20G2060.20.002G2060 - Site
Development
$29,879Replace coated chain link
fencing.
Chain link plastic-coated
fencing is approaching the
end of its useful life.
CSC006397
SF1300 $12,480 20G2060.20.002G2060 - Site
Development
$64,737Replace coated chain link
fencing.
Chain link plastic-coated
fencing is approaching the
end of its useful life.
CSC006399
SF120 $1,152 20G2060.20.002G2060 - Site
Development
$5,976Replace coated chain link
fencing.
Chain link plastic-coated
fencing is approaching the
end of its useful life.
CSC006402
SF400 $3,840 20G2060.20.002G2060 - Site
Development
$19,919Replace coated chain link
fencing.
Chain link plastic-coated
fencing is approaching the
end of its useful life.
CSC006403
SF3450 $33,120 20G2060.20.002G2060 - Site
Development
$171,802Replace coated chain link
fencing.
Chain link plastic-coated
fencing is approaching the
end of its useful life.
CSC006484
SF150 $2,340 20G2060.20.007G2060 - Site
Development
$12,138Replace metal fencing.Metal fencing is
approaching the end of its
useful life.
CSC006388
SF210 $3,276 20G2060.20.007G2060 - Site
Development
$16,993Replace metal fencing.Metal fencing is
approaching the end of its
useful life.
CSC006391
SF1500 $23,400 20G2060.20.007G2060 - Site
Development
$121,382Replace metal fencing.Metal fencing is
approaching the end of its
useful life.
CSC006394
SF1400 $21,840 20G2060.20.007G2060 - Site
Development
$113,290Replace metal fencing.Metal fencing is
approaching the end of its
useful life.
CSC006456
SF960 $14,976 20G2060.20.007G2060 - Site
Development
$77,684Replace metal fencing.Metal fencing is
approaching the end of its
useful life.
CSC006485
SF4020 $62,712 20G2060.20.007G2060 - Site
Development
$325,303Replace metal fencing.Metal fencing is
approaching the end of its
useful life.
CSC006489
SF1660 $25,896 20G2060.20.007G2060 - Site
Development
$134,329Replace metal fencing.Metal fencing is
approaching the end of its
useful life.
CSC006528
SF120 $1,872 20G2060.20.007G2060 - Site
Development
$9,711Replace metal fencing.Metal fencing is
approaching the end of its
useful life.
CSC006644
SF180 $2,808 20G2060.20.007G2060 - Site
Development
$14,566Replace metal fencing.Metal fencing is
approaching the end of its
useful life.
CSC006645
SF240 $3,744 20G2060.20.007G2060 - Site
Development
$19,421Replace metal fencing.Metal fencing is
approaching the end of its
useful life.
CSC006647
EA1 $672 01G2060.20.029G2060 - Site
Development
$1,592Replace pedestrian swing
gate.
Pedestrian swing gate is
missing.
CSC006527
FINAL DRAFT
(1): Total Deficiency Cost = (Deficiency Cost) x (General Construction Factor) x (City Cost Index) x (Non Construction Cost) x (Cumulative Escalation) General Construction Factor (1.40) = Estimating Contingency, General Conditions, Overhead and Profit, Insurance and Bonds City Cost Index (1.24) = A Compensation for Cost Variation per Geographical Location Non Construction Cost (1.30) = Includes Architect/Engineer Fees, Construction Management, County/Client Administration, Permits, Testing, etc. (2): Unit of Measure
(3): TBD = Costs to be determined after further investigation by City of Santa Clara.
DEFICIENCY TABLE
Deficiency Description Description of Work Qty UOM
(2)
Related Asset
ID /
Comments
Total
Deficiency
Cost (1)
Deficiency
Cost
Room
Location
System Item No. Priority
(3)
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
EA2 $1,344 03G2060.20.029G2060 - Site
Development
Youth
Soccer -
Exterior
$3,511Replace pedestrian swing
gate.
Pedestrian swing gate is
approaching the end of its
useful life.
CSC006619
EA1 $672 15G2060.20.029G2060 - Site
Development
$2,865Replace pedestrian swing
gate.
Pedestrian swing gate is
approaching the end of its
useful life.
CSC006490
EA1 $672 15G2060.20.029G2060 - Site
Development
$2,865Replace pedestrian swing
gate.
Pedestrian swing gate is
approaching the end of its
useful life.
CSC006620
EA2 $1,344 20G2060.20.029G2060 - Site
Development
$6,972Replace pedestrian swing
gate.
Pedestrian swing gate is
approaching the end of its
useful life.
CSC006390
EA2 $1,344 20G2060.20.029G2060 - Site
Development
$6,972Replace pedestrian swing
gate.
Pedestrian swing gate is
approaching the end of its
useful life.
CSC006439
EA2 $1,344 20G2060.20.029G2060 - Site
Development
$6,972Replace pedestrian swing
gate.
Pedestrian swing gate is
approaching the end of its
useful life.
CSC006455
EA2 $1,344 20G2060.20.029G2060 - Site
Development
$6,972Replace pedestrian swing
gate.
Pedestrian swing gate is
approaching the end of its
useful life.
CSC006488
EA1 $672 20G2060.20.029G2060 - Site
Development
$3,486Replace pedestrian swing
gate.
Pedestrian swing gate is
approaching the end of its
useful life.
CSC006491
EA1 $672 20G2060.20.029G2060 - Site
Development
$3,486Replace pedestrian swing
gate.
Pedestrian swing gate is
approaching the end of its
useful life.
CSC006496
EA2 $1,344 20G2060.20.029G2060 - Site
Development
$6,972Replace pedestrian swing
gate.
Pedestrian swing gate is
approaching the end of its
useful life.
CSC006643
EA1 $8,640 20G2060.20.031G2060 - Site
Development
$44,818Replace vehicular sliding
gate.
Vehicular sliding gate is
approaching the end of its
useful life.
CSC006389
EA1 $8,640 20G2060.20.031G2060 - Site
Development
$44,818Replace vehicular sliding
gate.
Vehicular sliding gate is
approaching the end of its
useful life.
CSC006482
EA1 $8,640 20G2060.20.031G2060 - Site
Development
$44,818Replace vehicular sliding
gate.
Vehicular sliding gate is
approaching the end of its
useful life.
CSC006646
EA1 $2,880 20G2060.20.033G2060 - Site
Development
$14,939Replace vehicular swing
gate.
Vehicular swing gate is
approaching the end of its
useful life.
CSC006400
EA1 $2,880 20G2060.20.033G2060 - Site
Development
$14,939Replace vehicular swing
gate.
Vehicular swing gate is
approaching the end of its
useful life.
CSC006401
EA1 $2,880 20G2060.20.033G2060 - Site
Development
$14,939Replace vehicular swing
gate.
Vehicular swing gate is
approaching the end of its
useful life.
CSC006483
EA1 $1,080 20G2060.25.006G2060 - Site
Development
$5,602Replace trash receptacle.Trash receptacle is
approaching the end of its
useful life.
CSC006462
EA1 $1,080 20G2060.25.006G2060 - Site
Development
$5,602Replace trash receptacle.Trash receptacle is
approaching the end of its
useful life.
CSC006463
EA1 $1,080 20G2060.25.006G2060 - Site
Development
$5,602Replace trash receptacle.Trash receptacle is
approaching the end of its
useful life.
CSC006475
FINAL DRAFT
(1): Total Deficiency Cost = (Deficiency Cost) x (General Construction Factor) x (City Cost Index) x (Non Construction Cost) x (Cumulative Escalation) General Construction Factor (1.40) = Estimating Contingency, General Conditions, Overhead and Profit, Insurance and Bonds City Cost Index (1.24) = A Compensation for Cost Variation per Geographical Location Non Construction Cost (1.30) = Includes Architect/Engineer Fees, Construction Management, County/Client Administration, Permits, Testing, etc. (2): Unit of Measure
(3): TBD = Costs to be determined after further investigation by City of Santa Clara.
DEFICIENCY TABLE
Deficiency Description Description of Work Qty UOM
(2)
Related Asset
ID /
Comments
Total
Deficiency
Cost (1)
Deficiency
Cost
Room
Location
System Item No. Priority
(3)
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
EA1 $1,080 20G2060.25.006G2060 - Site
Development
$5,602Replace trash receptacle.Trash receptacle is
approaching the end of its
useful life.
CSC006480
EA1 $1,080 20G2060.25.006G2060 - Site
Development
$5,602Replace trash receptacle.Trash receptacle is
approaching the end of its
useful life.
CSC006509
EA1 $1,080 20G2060.25.006G2060 - Site
Development
$5,602Replace trash receptacle.Trash receptacle is
approaching the end of its
useful life.
CSC006510
EA1 $1,080 20G2060.25.006G2060 - Site
Development
$5,602Replace trash receptacle.Trash receptacle is
approaching the end of its
useful life.
CSC006511
EA1 $1,080 20G2060.25.006G2060 - Site
Development
$5,602Replace trash receptacle.Trash receptacle is
approaching the end of its
useful life.
CSC006512
EA1 $1,080 20G2060.25.006G2060 - Site
Development
$5,602Replace trash receptacle.Trash receptacle is
approaching the end of its
useful life.
CSC006513
EA1 $1,080 20G2060.25.006G2060 - Site
Development
$5,602Replace trash receptacle.Trash receptacle is
approaching the end of its
useful life.
CSC006513
EA1 $1,080 20G2060.25.006G2060 - Site
Development
$5,602Replace trash receptacle.Trash receptacle is
approaching the end of its
useful life.
CSC006514
EA1 $1,080 20G2060.25.006G2060 - Site
Development
$5,602Replace trash receptacle.Trash receptacle is
approaching the end of its
useful life.
CSC006514
EA1 $1,080 20G2060.25.006G2060 - Site
Development
$5,602Replace trash receptacle.Trash receptacle is
approaching the end of its
useful life.
CSC006515
EA1 $1,080 20G2060.25.006G2060 - Site
Development
$5,602Replace trash receptacle.Trash receptacle is
approaching the end of its
useful life.
CSC006515
EA1 $1,080 20G2060.25.006G2060 - Site
Development
$5,602Replace trash receptacle.Trash receptacle is
approaching the end of its
useful life.
CSC006516
EA1 $1,080 20G2060.25.006G2060 - Site
Development
$5,602Replace trash receptacle.Trash receptacle is
approaching the end of its
useful life.
CSC006517
EA1 $1,080 20G2060.25.006G2060 - Site
Development
$5,602Replace trash receptacle.Trash receptacle is
approaching the end of its
useful life.
CSC006518
EA1 $1,800 20G2060.25.019G2060 - Site
Development
$9,337Replace picnic table set.Picnic table set is
approaching the end of its
useful life.
CSC006599
EA1 $1,800 20G2060.25.019G2060 - Site
Development
$9,337Replace picnic table set.Picnic table set is
approaching the end of its
useful life.
CSC006600
EA1 $1,800 20G2060.25.019G2060 - Site
Development
$9,337Replace picnic table set.Picnic table set is
approaching the end of its
useful life.
CSC006601
EA1 $1,800 20G2060.25.019G2060 - Site
Development
$9,337Replace picnic table set.Picnic table set is
approaching the end of its
useful life.
CSC006602
EA1 $1,800 20G2060.25.019G2060 - Site
Development
$9,337Replace picnic table set.Picnic table set is
approaching the end of its
useful life.
CSC006603
FINAL DRAFT
(1): Total Deficiency Cost = (Deficiency Cost) x (General Construction Factor) x (City Cost Index) x (Non Construction Cost) x (Cumulative Escalation) General Construction Factor (1.40) = Estimating Contingency, General Conditions, Overhead and Profit, Insurance and Bonds City Cost Index (1.24) = A Compensation for Cost Variation per Geographical Location Non Construction Cost (1.30) = Includes Architect/Engineer Fees, Construction Management, County/Client Administration, Permits, Testing, etc. (2): Unit of Measure
(3): TBD = Costs to be determined after further investigation by City of Santa Clara.
DEFICIENCY TABLE
Deficiency Description Description of Work Qty UOM
(2)
Related Asset
ID /
Comments
Total
Deficiency
Cost (1)
Deficiency
Cost
Room
Location
System Item No. Priority
(3)
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
EA1 $1,800 20G2060.25.019G2060 - Site
Development
$9,337Replace picnic table set.Picnic table set is
approaching the end of its
useful life.
CSC006604
EA1 $1,800 20G2060.25.019G2060 - Site
Development
$9,337Replace picnic table set.Picnic table set is
approaching the end of its
useful life.
CSC006605
EA1 $1,800 20G2060.25.019G2060 - Site
Development
$9,337Replace picnic table set.Picnic table set is
approaching the end of its
useful life.
CSC006606
EA1 $1,800 20G2060.25.019G2060 - Site
Development
$9,337Replace picnic table set.Picnic table set is
approaching the end of its
useful life.
CSC006607
EA1 $1,800 20G2060.25.019G2060 - Site
Development
$9,337Replace picnic table set.Picnic table set is
approaching the end of its
useful life.
CSC006618
EA1 $960 20G2060.25.026G2060 - Site
Development
$4,980Replace bench.Bench is approaching the
end of its useful life.
CSC006464
EA1 $960 20G2060.25.026G2060 - Site
Development
$4,980Replace bench.Bench is approaching the
end of its useful life.
CSC006465
EA1 $960 20G2060.25.026G2060 - Site
Development
$4,980Replace bench.Bench is approaching the
end of its useful life.
CSC006466
EA1 $960 20G2060.25.026G2060 - Site
Development
$4,980Replace bench.Bench is approaching the
end of its useful life.
CSC006467
EA1 $960 20G2060.25.026G2060 - Site
Development
$4,980Replace bench.Bench is approaching the
end of its useful life.
CSC006468
EA1 $960 20G2060.25.026G2060 - Site
Development
$4,980Replace bench.Bench is approaching the
end of its useful life.
CSC006476
EA1 $960 20G2060.25.026G2060 - Site
Development
$4,980Replace bench.Bench is approaching the
end of its useful life.
CSC006477
EA1 $960 20G2060.25.026G2060 - Site
Development
$4,980Replace bench.Bench is approaching the
end of its useful life.
CSC006478
EA1 $960 20G2060.25.026G2060 - Site
Development
$4,980Replace bench.Bench is approaching the
end of its useful life.
CSC006479
EA1 $960 20G2060.25.026G2060 - Site
Development
$4,980Replace bench.Bench is approaching the
end of its useful life.
CSC006481
EA1 $960 20G2060.25.026G2060 - Site
Development
$4,980Replace bench.Bench is approaching the
end of its useful life.
CSC006519
EA1 $960 20G2060.25.026G2060 - Site
Development
$4,980Replace bench.Bench is approaching the
end of its useful life.
CSC006520
EA1 $960 20G2060.25.026G2060 - Site
Development
$4,980Replace bench.Bench is approaching the
end of its useful life.
CSC006521
EA1 $960 20G2060.25.026G2060 - Site
Development
$4,980Replace bench.Bench is approaching the
end of its useful life.
CSC006522
EA1 $960 20G2060.25.026G2060 - Site
Development
$4,980Replace bench.Bench is approaching the
end of its useful life.
CSC006523
EA1 $1,980 20G2060.25.045G2060 - Site
Development
$10,271Replace metal dumpster.Dumpster is approaching
the end of its useful life.
CSC006610
EA1 $180 20G2060.30.001G2060 - Site
Development
$934Replace sign.Sign is approaching the
end of its useful life.
CSC006381
EA1 $180 20G2060.30.001G2060 - Site
Development
$934Replace sign.Sign is approaching the
end of its useful life.
CSC006382
FINAL DRAFT
(1): Total Deficiency Cost = (Deficiency Cost) x (General Construction Factor) x (City Cost Index) x (Non Construction Cost) x (Cumulative Escalation) General Construction Factor (1.40) = Estimating Contingency, General Conditions, Overhead and Profit, Insurance and Bonds City Cost Index (1.24) = A Compensation for Cost Variation per Geographical Location Non Construction Cost (1.30) = Includes Architect/Engineer Fees, Construction Management, County/Client Administration, Permits, Testing, etc. (2): Unit of Measure
(3): TBD = Costs to be determined after further investigation by City of Santa Clara.
DEFICIENCY TABLE
Deficiency Description Description of Work Qty UOM
(2)
Related Asset
ID /
Comments
Total
Deficiency
Cost (1)
Deficiency
Cost
Room
Location
System Item No. Priority
(3)
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
EA1 $180 20G2060.30.001G2060 - Site
Development
$934Replace sign.Sign is approaching the
end of its useful life.
CSC006383
EA1 $180 20G2060.30.001G2060 - Site
Development
$934Replace sign.Sign is approaching the
end of its useful life.
CSC006452
EA1 $180 20G2060.30.001G2060 - Site
Development
$934Replace sign.Sign is approaching the
end of its useful life.
CSC006454
EA1 $180 20G2060.30.001G2060 - Site
Development
$934Replace sign.Sign is approaching the
end of its useful life.
CSC006492
EA1 $180 20G2060.30.001G2060 - Site
Development
$934Replace sign.Sign is approaching the
end of its useful life.
CSC006493
EA1 $180 20G2060.30.001G2060 - Site
Development
$934Replace sign.Sign is approaching the
end of its useful life.
CSC006582
EA1 $180 20G2060.30.001G2060 - Site
Development
$934Replace sign.Sign is approaching the
end of its useful life.
CSC006583
EA1 $180 20G2060.30.001G2060 - Site
Development
$934Replace sign.Sign is approaching the
end of its useful life.
CSC006584
EA1 $180 20G2060.30.001G2060 - Site
Development
$934Replace sign.Sign is approaching the
end of its useful life.
CSC006586
EA1 $180 20G2060.30.001G2060 - Site
Development
$934Replace sign.Sign is approaching the
end of its useful life.
CSC006587
EA1 $180 20G2060.30.001G2060 - Site
Development
$934Replace sign.Sign is approaching the
end of its useful life.
CSC006588
EA1 $180 20G2060.30.001G2060 - Site
Development
$934Replace sign.Sign is approaching the
end of its useful life.
CSC006590
EA1 $180 20G2060.30.001G2060 - Site
Development
$934Replace sign.Sign is approaching the
end of its useful life.
CSC006740
EA1 $180 20G2060.30.001G2060 - Site
Development
$934Replace sign.Sign is approaching the
end of its useful life.
CSC006741
EA1 $180 20G2060.30.001G2060 - Site
Development
$934Replace sign.Sign is approaching the
end of its useful life.
CSC006742
EA1 $240 20G2060.30.007G2060 - Site
Development
$1,245Clean and refinish
monument.
Monument finish is
approaching the end of its
useful life.
CSC006696
EA1 $3,000 20G2060.30.011G2060 - Site
Development
$15,562Replace sign.Sign is approaching the
end of its useful life.
CSC006405
EA1 $3,000 20G2060.30.011G2060 - Site
Development
$15,562Replace sign.Sign is approaching the
end of its useful life.
CSC006453
EA1 $3,000 20G2060.30.011G2060 - Site
Development
$15,562Replace sign.Sign is approaching the
end of its useful life.
CSC006745
EA1 $5,400 20G2060.35.003G2060 - Site
Development
$28,011Replace flagpole.Flagpole is approaching
the end of its useful life.
CSC006694
EA1 $5,400 20G2060.35.003G2060 - Site
Development
$28,011Replace flagpole.Flagpole is approaching
the end of its useful life.
CSC006695
EA1 $12,000 20G2060.50.013G2060 - Site
Development
$62,247Replace information kiosk.Information kiosk is
approaching the end of its
useful life.
CSC006598
SF1 $1 01G2060.60.001G2060 - Site
Development
$3Repair wall.Wall shows evidence of
damage.
CSC006487
EA1 $900 20G2060.85.006G2060 - Site
Development
$4,669Replace bollard.Bollard is approaching the
end of its useful life.
CSC006608
FINAL DRAFT
(1): Total Deficiency Cost = (Deficiency Cost) x (General Construction Factor) x (City Cost Index) x (Non Construction Cost) x (Cumulative Escalation) General Construction Factor (1.40) = Estimating Contingency, General Conditions, Overhead and Profit, Insurance and Bonds City Cost Index (1.24) = A Compensation for Cost Variation per Geographical Location Non Construction Cost (1.30) = Includes Architect/Engineer Fees, Construction Management, County/Client Administration, Permits, Testing, etc. (2): Unit of Measure
(3): TBD = Costs to be determined after further investigation by City of Santa Clara.
DEFICIENCY TABLE
Deficiency Description Description of Work Qty UOM
(2)
Related Asset
ID /
Comments
Total
Deficiency
Cost (1)
Deficiency
Cost
Room
Location
System Item No. Priority
(3)
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
EA1 $900 20G2060.85.006G2060 - Site
Development
$4,669Replace bollard.Bollard is approaching the
end of its useful life.
CSC006609
EA1 $900 20G2060.85.006G2060 - Site
Development
$4,669Replace bollard.Bollard is approaching the
end of its useful life.
CSC006675
EA1 $900 20G2060.85.006G2060 - Site
Development
$4,669Replace bollard.Bollard is approaching the
end of its useful life.
CSC006676
EA1 $900 20G2060.85.006G2060 - Site
Development
$4,669Replace bollard.Bollard is approaching the
end of its useful life.
CSC006738
EA1 $900 20G2060.85.006G2060 - Site
Development
$4,669Replace bollard.Bollard is approaching the
end of its useful life.
CSC006739
EA1 $1,020 09G2080.10.027G2080 -
Landscaping
Storage $3,437Replace the existing
irrigation controller.
Existing Irrigation
Controller is approaching
the end of its expected
useful life.
CSC000669
EA1 $1,020 09G2080.10.027G2080 -
Landscaping
Storage $3,437Replace the existing
irrigation controller.
Existing Irrigation
Controller is approaching
the end of its expected
useful life.
CSC000670
EA1 $1,020 09G2080.10.027G2080 -
Landscaping
Storage $3,437Replace the existing
irrigation controller.
Existing Irrigation
Controller is approaching
the end of its expected
useful life.
CSC000671
EA1 $2,640 20G3010.10.010G3010 - Water
Utilities
$13,694Replace water meter.Water meter is
approaching the end of its
useful life.
CSC006385
EA1 $2,640 20G3010.10.010G3010 - Water
Utilities
$13,694Replace water meter.Water meter is
approaching the end of its
useful life.
CSC006573
EA1 $2,640 20G3010.10.010G3010 - Water
Utilities
$13,694Replace water meter.Water meter is
approaching the end of its
useful life.
CSC006743
EA1 $2,040 10G3010.10.025G3010 - Water
Utilities
$7,149Replace backflow
preventer.
Backflow preventer is
approaching the end of its
useful life.
CSC006384
EA1 $600 20G3010.30.003G3010 - Water
Utilities
$3,112Replace hydrant.Fire hydrant is
approaching the end of its
useful life.
CSC006677
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006407
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006408
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006409
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006410
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006414
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006415
FINAL DRAFT
(1): Total Deficiency Cost = (Deficiency Cost) x (General Construction Factor) x (City Cost Index) x (Non Construction Cost) x (Cumulative Escalation) General Construction Factor (1.40) = Estimating Contingency, General Conditions, Overhead and Profit, Insurance and Bonds City Cost Index (1.24) = A Compensation for Cost Variation per Geographical Location Non Construction Cost (1.30) = Includes Architect/Engineer Fees, Construction Management, County/Client Administration, Permits, Testing, etc. (2): Unit of Measure
(3): TBD = Costs to be determined after further investigation by City of Santa Clara.
DEFICIENCY TABLE
Deficiency Description Description of Work Qty UOM
(2)
Related Asset
ID /
Comments
Total
Deficiency
Cost (1)
Deficiency
Cost
Room
Location
System Item No. Priority
(3)
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006419
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006420
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006421
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006422
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006423
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006424
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006433
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006434
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006435
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006436
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006437
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006438
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace water valve box
lid.
Water valve box lid is
approaching the end of its
useful life.
CSC006446
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006495
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006533
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006534
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006535
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006536
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006537
FINAL DRAFT
(1): Total Deficiency Cost = (Deficiency Cost) x (General Construction Factor) x (City Cost Index) x (Non Construction Cost) x (Cumulative Escalation) General Construction Factor (1.40) = Estimating Contingency, General Conditions, Overhead and Profit, Insurance and Bonds City Cost Index (1.24) = A Compensation for Cost Variation per Geographical Location Non Construction Cost (1.30) = Includes Architect/Engineer Fees, Construction Management, County/Client Administration, Permits, Testing, etc. (2): Unit of Measure
(3): TBD = Costs to be determined after further investigation by City of Santa Clara.
DEFICIENCY TABLE
Deficiency Description Description of Work Qty UOM
(2)
Related Asset
ID /
Comments
Total
Deficiency
Cost (1)
Deficiency
Cost
Room
Location
System Item No. Priority
(3)
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006538
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006539
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006540
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006541
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006542
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006543
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006546
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006547
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006548
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006549
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006550
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006551
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006552
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006553
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006554
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006555
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006556
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006557
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006558
FINAL DRAFT
(1): Total Deficiency Cost = (Deficiency Cost) x (General Construction Factor) x (City Cost Index) x (Non Construction Cost) x (Cumulative Escalation) General Construction Factor (1.40) = Estimating Contingency, General Conditions, Overhead and Profit, Insurance and Bonds City Cost Index (1.24) = A Compensation for Cost Variation per Geographical Location Non Construction Cost (1.30) = Includes Architect/Engineer Fees, Construction Management, County/Client Administration, Permits, Testing, etc. (2): Unit of Measure
(3): TBD = Costs to be determined after further investigation by City of Santa Clara.
DEFICIENCY TABLE
Deficiency Description Description of Work Qty UOM
(2)
Related Asset
ID /
Comments
Total
Deficiency
Cost (1)
Deficiency
Cost
Room
Location
System Item No. Priority
(3)
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006559
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006560
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006561
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006562
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006563
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace water valve box
lid.
Water valve box lid is
approaching the end of its
useful life.
CSC006572
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006579
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace water valve box
lid.
Water valve box lid is
approaching the end of its
useful life.
CSC006612
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006633
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006634
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006635
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006636
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006637
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006638
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006648
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006653
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006654
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006655
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006656
FINAL DRAFT
(1): Total Deficiency Cost = (Deficiency Cost) x (General Construction Factor) x (City Cost Index) x (Non Construction Cost) x (Cumulative Escalation) General Construction Factor (1.40) = Estimating Contingency, General Conditions, Overhead and Profit, Insurance and Bonds City Cost Index (1.24) = A Compensation for Cost Variation per Geographical Location Non Construction Cost (1.30) = Includes Architect/Engineer Fees, Construction Management, County/Client Administration, Permits, Testing, etc. (2): Unit of Measure
(3): TBD = Costs to be determined after further investigation by City of Santa Clara.
DEFICIENCY TABLE
Deficiency Description Description of Work Qty UOM
(2)
Related Asset
ID /
Comments
Total
Deficiency
Cost (1)
Deficiency
Cost
Room
Location
System Item No. Priority
(3)
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006657
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006658
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006659
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006660
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006661
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006662
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006663
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006664
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006665
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006666
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006667
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006668
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006672
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace water valve box
lid.
Water valve box lid is
approaching the end of its
useful life.
CSC006680
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006683
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006684
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006685
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006686
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006688
FINAL DRAFT
(1): Total Deficiency Cost = (Deficiency Cost) x (General Construction Factor) x (City Cost Index) x (Non Construction Cost) x (Cumulative Escalation) General Construction Factor (1.40) = Estimating Contingency, General Conditions, Overhead and Profit, Insurance and Bonds City Cost Index (1.24) = A Compensation for Cost Variation per Geographical Location Non Construction Cost (1.30) = Includes Architect/Engineer Fees, Construction Management, County/Client Administration, Permits, Testing, etc. (2): Unit of Measure
(3): TBD = Costs to be determined after further investigation by City of Santa Clara.
DEFICIENCY TABLE
Deficiency Description Description of Work Qty UOM
(2)
Related Asset
ID /
Comments
Total
Deficiency
Cost (1)
Deficiency
Cost
Room
Location
System Item No. Priority
(3)
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006689
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006690
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006691
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006693
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006704
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006705
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006706
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006713
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006714
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006715
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006716
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006717
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006718
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006719
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006722
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006723
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006724
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006725
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006726
FINAL DRAFT
(1): Total Deficiency Cost = (Deficiency Cost) x (General Construction Factor) x (City Cost Index) x (Non Construction Cost) x (Cumulative Escalation) General Construction Factor (1.40) = Estimating Contingency, General Conditions, Overhead and Profit, Insurance and Bonds City Cost Index (1.24) = A Compensation for Cost Variation per Geographical Location Non Construction Cost (1.30) = Includes Architect/Engineer Fees, Construction Management, County/Client Administration, Permits, Testing, etc. (2): Unit of Measure
(3): TBD = Costs to be determined after further investigation by City of Santa Clara.
DEFICIENCY TABLE
Deficiency Description Description of Work Qty UOM
(2)
Related Asset
ID /
Comments
Total
Deficiency
Cost (1)
Deficiency
Cost
Room
Location
System Item No. Priority
(3)
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006727
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006730
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006731
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006732
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006733
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006734
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006735
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006736
EA1 $240 20G3010.50.001G3010 - Water
Utilities
$1,245Replace irrigation valve
box lid.
Irrigation valve box lid is
approaching the end of its
useful life.
CSC006744
EA1 $2,400 20G3020.50.001G3020 -
Sanitary
Sewerage
Utilities
$12,449Replace manhole lid.Manhole lid is
approaching the end of its
useful life.
CSC006447
EA1 $2,400 20G3020.50.001G3020 -
Sanitary
Sewerage
Utilities
$12,449Replace manhole lid.Manhole lid is
approaching the end of its
useful life.
CSC006500
EA1 $2,400 20G3020.50.001G3020 -
Sanitary
Sewerage
Utilities
$12,449Replace manhole lid.Manhole lid is
approaching the end of its
useful life.
CSC006501
EA1 $240 20G3020.50.006G3020 -
Sanitary
Sewerage
Utilities
$1,245Replace cleanout lid.Cleanout lid is
approaching the end of its
useful life.
CSC006413
EA1 $240 20G3020.50.006G3020 -
Sanitary
Sewerage
Utilities
$1,245Replace cleanout lid.Cleanout lid is
approaching the end of its
useful life.
CSC006592
EA1 $240 20G3020.50.006G3020 -
Sanitary
Sewerage
Utilities
$1,245Replace cleanout lid.Cleanout lid is
approaching the end of its
useful life.
CSC006594
EA1 $240 20G3020.50.006G3020 -
Sanitary
Sewerage
Utilities
$1,245Replace cleanout lid.Cleanout lid is
approaching the end of its
useful life.
CSC006596
EA1 $240 20G3020.50.006G3020 -
Sanitary
Sewerage
Utilities
$1,245Replace cleanout lid.Cleanout lid is
approaching the end of its
useful life.
CSC006597
FINAL DRAFT
(1): Total Deficiency Cost = (Deficiency Cost) x (General Construction Factor) x (City Cost Index) x (Non Construction Cost) x (Cumulative Escalation) General Construction Factor (1.40) = Estimating Contingency, General Conditions, Overhead and Profit, Insurance and Bonds City Cost Index (1.24) = A Compensation for Cost Variation per Geographical Location Non Construction Cost (1.30) = Includes Architect/Engineer Fees, Construction Management, County/Client Administration, Permits, Testing, etc. (2): Unit of Measure
(3): TBD = Costs to be determined after further investigation by City of Santa Clara.
DEFICIENCY TABLE
Deficiency Description Description of Work Qty UOM
(2)
Related Asset
ID /
Comments
Total
Deficiency
Cost (1)
Deficiency
Cost
Room
Location
System Item No. Priority
(3)
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
EA1 $270 20G3030.40.005G3030 - Storm
Drainage
Utilities
$1,401Replace drain inlet grate.Drain inlet grate is
approaching the end of its
useful life.
CSC006564
EA1 $270 20G3030.40.005G3030 - Storm
Drainage
Utilities
$1,401Replace drain inlet grate.Drain inlet grate is
approaching the end of its
useful life.
CSC006571
EA1 $270 20G3030.40.005G3030 - Storm
Drainage
Utilities
$1,401Replace drain inlet grate.Drain inlet grate is
approaching the end of its
useful life.
CSC006575
EA1 $270 20G3030.40.005G3030 - Storm
Drainage
Utilities
$1,401Replace drain inlet grate.Drain inlet grate is
approaching the end of its
useful life.
CSC006669
EA1 $270 20G3030.40.005G3030 - Storm
Drainage
Utilities
$1,401Replace drain inlet grate.Drain inlet grate is
approaching the end of its
useful life.
CSC006673
EA1 $270 20G3030.40.005G3030 - Storm
Drainage
Utilities
$1,401Replace drain inlet grate.Drain inlet grate is
approaching the end of its
useful life.
CSC006711
EA1 $270 20G3030.40.005G3030 - Storm
Drainage
Utilities
$1,401Replace drain inlet grate.Drain inlet grate is
approaching the end of its
useful life.
CSC006746
EA1 $120 01G3030.40.008G3030 - Storm
Drainage
Utilities
$284Clean out drainage inlet.Drain inlet shows
evidence of clogging.
CSC006571
EA1 $120 01G3030.40.008G3030 - Storm
Drainage
Utilities
$284Clean out drainage inlet.Drain inlet shows
evidence of clogging.
CSC006575
EA1 $825 20G4010.20.003G4010 - Site
Electric
Distribution
Systems
$4,279Replace cover.Utility equipment cover is
approaching the end of its
useful life.
CSC006595
EA1 $825 20G4010.20.003G4010 - Site
Electric
Distribution
Systems
$4,279Replace cover.Utility equipment cover is
approaching the end of its
useful life.
CSC006651
EA1 $5,750 20G4010.20.004G4010 - Site
Electric
Distribution
Systems
$29,827Replace cabinet.Utility cabinet is
approaching the end of its
useful life.
CSC006650
EA1 $5,750 20G4010.20.004G4010 - Site
Electric
Distribution
Systems
$29,827Replace cabinet.Utility cabinet is
approaching the end of its
useful life.
CSC006652
EA1 $250 10G4010.20.005G4010 - Site
Electric
Distribution
Systems
$876Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006529
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006411
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006412
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006416
FINAL DRAFT
(1): Total Deficiency Cost = (Deficiency Cost) x (General Construction Factor) x (City Cost Index) x (Non Construction Cost) x (Cumulative Escalation) General Construction Factor (1.40) = Estimating Contingency, General Conditions, Overhead and Profit, Insurance and Bonds City Cost Index (1.24) = A Compensation for Cost Variation per Geographical Location Non Construction Cost (1.30) = Includes Architect/Engineer Fees, Construction Management, County/Client Administration, Permits, Testing, etc. (2): Unit of Measure
(3): TBD = Costs to be determined after further investigation by City of Santa Clara.
DEFICIENCY TABLE
Deficiency Description Description of Work Qty UOM
(2)
Related Asset
ID /
Comments
Total
Deficiency
Cost (1)
Deficiency
Cost
Room
Location
System Item No. Priority
(3)
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006417
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006418
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006425
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006426
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006427
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006428
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006429
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006431
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006432
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006440
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006441
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006443
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006444
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006445
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006449
FINAL DRAFT
(1): Total Deficiency Cost = (Deficiency Cost) x (General Construction Factor) x (City Cost Index) x (Non Construction Cost) x (Cumulative Escalation) General Construction Factor (1.40) = Estimating Contingency, General Conditions, Overhead and Profit, Insurance and Bonds City Cost Index (1.24) = A Compensation for Cost Variation per Geographical Location Non Construction Cost (1.30) = Includes Architect/Engineer Fees, Construction Management, County/Client Administration, Permits, Testing, etc. (2): Unit of Measure
(3): TBD = Costs to be determined after further investigation by City of Santa Clara.
DEFICIENCY TABLE
Deficiency Description Description of Work Qty UOM
(2)
Related Asset
ID /
Comments
Total
Deficiency
Cost (1)
Deficiency
Cost
Room
Location
System Item No. Priority
(3)
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006450
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006497
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006498
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006505
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006506
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006524
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006525
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006530
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006531
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006544
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006545
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006565
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006567
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006568
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006569
FINAL DRAFT
(1): Total Deficiency Cost = (Deficiency Cost) x (General Construction Factor) x (City Cost Index) x (Non Construction Cost) x (Cumulative Escalation) General Construction Factor (1.40) = Estimating Contingency, General Conditions, Overhead and Profit, Insurance and Bonds City Cost Index (1.24) = A Compensation for Cost Variation per Geographical Location Non Construction Cost (1.30) = Includes Architect/Engineer Fees, Construction Management, County/Client Administration, Permits, Testing, etc. (2): Unit of Measure
(3): TBD = Costs to be determined after further investigation by City of Santa Clara.
DEFICIENCY TABLE
Deficiency Description Description of Work Qty UOM
(2)
Related Asset
ID /
Comments
Total
Deficiency
Cost (1)
Deficiency
Cost
Room
Location
System Item No. Priority
(3)
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006570
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006576
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006577
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006580
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006581
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006593
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006611
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006613
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006614
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006615
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006616
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006617
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006627
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006628
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006629
FINAL DRAFT
(1): Total Deficiency Cost = (Deficiency Cost) x (General Construction Factor) x (City Cost Index) x (Non Construction Cost) x (Cumulative Escalation) General Construction Factor (1.40) = Estimating Contingency, General Conditions, Overhead and Profit, Insurance and Bonds City Cost Index (1.24) = A Compensation for Cost Variation per Geographical Location Non Construction Cost (1.30) = Includes Architect/Engineer Fees, Construction Management, County/Client Administration, Permits, Testing, etc. (2): Unit of Measure
(3): TBD = Costs to be determined after further investigation by City of Santa Clara.
DEFICIENCY TABLE
Deficiency Description Description of Work Qty UOM
(2)
Related Asset
ID /
Comments
Total
Deficiency
Cost (1)
Deficiency
Cost
Room
Location
System Item No. Priority
(3)
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006639
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006649
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006674
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006679
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006681
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006687
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006692
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006708
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006709
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006710
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006720
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006728
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006729
EA1 $250 20G4010.20.005G4010 - Site
Electric
Distribution
Systems
$1,297Replace electrical box
cover.
Electrical box cover is
approaching the end of its
useful life.
CSC006737
EA1 $1,000 20G4050.10.001G4050 - Site
Lighting
$5,187Replace site lighting
fixture.
Site lighting fixture is
approaching the end of its
useful life.
CSC006632
FINAL DRAFT
(1): Total Deficiency Cost = (Deficiency Cost) x (General Construction Factor) x (City Cost Index) x (Non Construction Cost) x (Cumulative Escalation) General Construction Factor (1.40) = Estimating Contingency, General Conditions, Overhead and Profit, Insurance and Bonds City Cost Index (1.24) = A Compensation for Cost Variation per Geographical Location Non Construction Cost (1.30) = Includes Architect/Engineer Fees, Construction Management, County/Client Administration, Permits, Testing, etc. (2): Unit of Measure
(3): TBD = Costs to be determined after further investigation by City of Santa Clara.
DEFICIENCY TABLE
Deficiency Description Description of Work Qty UOM
(2)
Related Asset
ID /
Comments
Total
Deficiency
Cost (1)
Deficiency
Cost
Room
Location
System Item No. Priority
(3)
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
EA1 $1,000 20G4050.10.001G4050 - Site
Lighting
$5,187Replace site lighting
fixture.
Site lighting fixture is
approaching the end of its
useful life.
CSC006642
EA1 $1,000 20G4050.10.001G4050 - Site
Lighting
$5,187Replace site lighting
fixture.
Site lighting fixture is
approaching the end of its
useful life.
CSC006678
EA1 $1,000 20G4050.10.001G4050 - Site
Lighting
$5,187Replace site lighting
fixture.
Site lighting fixture is
approaching the end of its
useful life.
CSC006682
EA1 $1,000 20G4050.10.001G4050 - Site
Lighting
$5,187Replace site lighting
fixture.
Site lighting fixture is
approaching the end of its
useful life.
CSC006707
EA1 $1,000 20G4050.10.001G4050 - Site
Lighting
$5,187Replace site lighting
fixture.
Site lighting fixture is
approaching the end of its
useful life.
CSC006721
EA1 $1,000 20G4050.10.001G4050 - Site
Lighting
$5,187Replace site lighting
fixture.
Site lighting fixture is
approaching the end of its
useful life.
CSC006748
END OF DEFICIENCY TABLE
FINAL DRAFT
City of Santa Clara
Facility Condition Assessment
FINAL DRAFT
APPENDIX A – Deficiency Listing Year 1-5: Current Needs
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
DEFICIENCY LISTING - PARK FEATURES
ADA sign is missing, non-compliant, etc.
Install updated accessible sign.Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
Parking Lot 01
Estimate:
(Escalated to Priority Year)
$2,133
Quantity/Unit of Measure: 3 / EA
System: G2020.40.016
Asset ID: CSC006626
Asset Category
(if applicable):
Parking Lots
Priority Year Description: 01 - Address deficiency or Capital Requirement in Year 01
Area/Floor (if applicable): Grounds
Comment:
Asphalt paving shows evidence of damage.
Provide asphalt seal.Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
Parking Lot 01
Estimate:
(Escalated to Priority Year)
$185
Quantity/Unit of Measure: 20 / SF
System: G2020.10.002
Asset ID: CSC006626
Asset Category
(if applicable):
Parking Lots
Priority Year Description: 01 - Address deficiency or Capital Requirement in Year 01
Area/Floor (if applicable): Grounds
Comment:
Curb painting shows evidence of damage.
Repaint curbs.Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
Parking Lot 01
Estimate:
(Escalated to Priority Year)
$853
Quantity/Unit of Measure: 200 / LF
System: G2020.20.001
Asset ID: CSC006626
Asset Category
(if applicable):
Parking Lots
Priority Year Description: 01 - Address deficiency or Capital Requirement in Year 01
Area/Floor (if applicable): Grounds
Comment:
FINAL DRAFT
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
DEFICIENCY LISTING - PARK FEATURES
Concrete pathway shows evidence of damage.
Replace concrete paving.Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
Building 01
Estimate:
(Escalated to Priority Year)
$8,295
Quantity/Unit of Measure: 300 / SF
System: G2030.10.008
Asset ID: CSC006619
Asset Category
(if applicable):
Building
Priority Year Description: 05 - Address deficiency or Capital Requirement in Year 05
Area/Floor (if applicable): Youth Soccer - Exterior
Comment:
Concrete pathway shows evidence of damage.
Replace concrete and base to match existing.Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
Building 01
Estimate:
(Escalated to Priority Year)
$3,111
Quantity/Unit of Measure: 100 / SF
System: G2030.10.009
Asset ID: CSC006619
Asset Category
(if applicable):
Building
Priority Year Description: 05 - Address deficiency or Capital Requirement in Year 05
Area/Floor (if applicable): Youth Soccer - Exterior
Comment:
Concrete pathway shows evidence of damage.
Replace concrete and base to match existing.Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
Building 01
Estimate:
(Escalated to Priority Year)
$1,555
Quantity/Unit of Measure: 50 / SF
System: G2030.10.009
Asset ID: CSC006619
Asset Category
(if applicable):
Building
Priority Year Description: 05 - Address deficiency or Capital Requirement in Year 05
Area/Floor (if applicable): Youth Soccer - Exterior
Comment:
FINAL DRAFT
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
DEFICIENCY LISTING - PARK FEATURES
Curb ramp is missing truncated domes.
Install truncated domes.Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
Parking Lot 01
Estimate:
(Escalated to Priority Year)
$1,791
Quantity/Unit of Measure: 3 / EA
System: G2030.20.002
Asset ID: CSC006626
Asset Category
(if applicable):
Parking Lots
Priority Year Description: 01 - Address deficiency or Capital Requirement in Year 01
Area/Floor (if applicable): Grounds
Comment:
Concrete pathway shows evidence of damage.
Replace concrete paving.Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
Pathway 01
Estimate:
(Escalated to Priority Year)
$4,095
Quantity/Unit of Measure: 180 / SF
System: G2030.10.008
Asset ID: CSC006386
Asset Category
(if applicable):
Pathways
Priority Year Description: 01 - Address deficiency or Capital Requirement in Year 01
Area/Floor (if applicable): Grounds
Comment:
Concrete pathway is heaving.
Grind down pavement.Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
Pathway 01
Estimate:
(Escalated to Priority Year)
$23
Quantity/Unit of Measure: 4 / SF
System: G2030.10.010
Asset ID: CSC006386
Asset Category
(if applicable):
Pathways
Priority Year Description: 01 - Address deficiency or Capital Requirement in Year 01
Area/Floor (if applicable): Grounds
Comment:
FINAL DRAFT
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
DEFICIENCY LISTING - PARK FEATURES
Natural turf shows evidence of damage.
Replace natural turf area.Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
Athletic Field 03
Estimate:
(Escalated to Priority Year)
$355
Quantity/Unit of Measure: 25 / SF
System: G2050.10.202
Asset ID: CSC006448
Asset Category
(if applicable):
Athletic Fields
Priority Year Description: 01 - Address deficiency or Capital Requirement in Year 01
Area/Floor (if applicable): Grounds
Comment:
Pedestrian swing gate is approaching the end
of its useful life.
Replace pedestrian swing gate.Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
Building 01
Estimate:
(Escalated to Priority Year)
$3,511
Quantity/Unit of Measure: 2 / EA
System: G2060.20.029
Asset ID: CSC006619
Asset Category
(if applicable):
Building
Priority Year Description: 03 - Address deficiency or Capital Requirement in Year 03
Area/Floor (if applicable): Youth Soccer - Exterior
Comment:
Pedestrian swing gate is missing.
Replace pedestrian swing gate.Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
Ped Gate 03
Estimate:
(Escalated to Priority Year)
$1,592
Quantity/Unit of Measure: 1 / EA
System: G2060.20.029
Asset ID: CSC006527
Asset Category
(if applicable):
Pedestrian Gates
Priority Year Description: 01 - Address deficiency or Capital Requirement in Year 01
Area/Floor (if applicable): Grounds
Comment:
FINAL DRAFT
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
DEFICIENCY LISTING - PARK FEATURES
Wall shows evidence of damage.
Repair wall.Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
Wall 03
Estimate:
(Escalated to Priority Year)
$3
Quantity/Unit of Measure: 1 / SF
System: G2060.60.001
Asset ID: CSC006487
Asset Category
(if applicable):
Walls
Priority Year Description: 01 - Address deficiency or Capital Requirement in Year 01
Area/Floor (if applicable): Grounds
Comment:
Drain inlet shows evidence of clogging.
Clean out drainage inlet.Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
Grate Inlet 05
Estimate:
(Escalated to Priority Year)
$284
Quantity/Unit of Measure: 1 / EA
System: G3030.40.008
Asset ID: CSC006575
Asset Category
(if applicable):
Storm Drain Grate Inlet
Priority Year Description: 01 - Address deficiency or Capital Requirement in Year 01
Area/Floor (if applicable): Grounds
Comment:
Drain inlet shows evidence of clogging.
Clean out drainage inlet.Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
Grate Inlet 06
Estimate:
(Escalated to Priority Year)
$284
Quantity/Unit of Measure: 1 / EA
System: G3030.40.008
Asset ID: CSC006571
Asset Category
(if applicable):
Storm Drain Grate Inlet
Priority Year Description: 01 - Address deficiency or Capital Requirement in Year 01
Area/Floor (if applicable): Grounds
Comment:
FINAL DRAFT
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
DEFICIENCY LISTING - PARK FEATURES
END OF DEFICIENCY LISTING - PARK FEATURES
FINAL DRAFT
DEFICIENCY LISTING - BUILDING FEATURES
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
CMU structure damaged and in need of repair.
Repair CMU structureDescription of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
Building 01System: B2010.20.005
Asset ID: CSC006619
Asset Category
(if applicable):
Building
Priority Year Description: 04 - Address deficiency or Capital Requirement in Year 04
Area/Floor (if applicable): Youth Soccer - Exterior
Comment:
Estimate:
(Escalated to Priority Year)
$8,229
Quantity/Unit of Measure: 100 / SF
Broken panes of single glass.
Remove, reglaze opening with new single
pane of glass.
Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
Building 01System: B2020.10.030
Asset ID: CSC006619
Asset Category
(if applicable):
Building
Priority Year Description: 03 - Address deficiency or Capital Requirement in Year 03
Area/Floor (if applicable): Youth Soccer - Exterior
Comment:
Estimate:
(Escalated to Priority Year)
$4,180
Quantity/Unit of Measure: 16 / SF
Gutters are clogged with debris.
Clean gutters.Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
Building 01System: B3020.70.003
Asset ID: CSC006619
Asset Category
(if applicable):
Building
Priority Year Description: 02 - Address deficiency or Capital Requirement in Year 02
Area/Floor (if applicable): Youth Soccer - Exterior
Comment:
Estimate:
(Escalated to Priority Year)
$3,359
Quantity/Unit of Measure: 200 / LF
FINAL DRAFT
DEFICIENCY LISTING - BUILDING FEATURES
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
Wall ceramic tile is chipped and is in poor
condition.
Remove and replace ceramic tile to match
existing.
Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
Building 01System: C2010.10.001
Asset ID: CSC006619
Asset Category
(if applicable):
Building
Priority Year Description: 05 - Address deficiency or Capital Requirement in Year 05
Area/Floor (if applicable): Youth Soccer - Exterior
Comment:
Estimate:
(Escalated to Priority Year)
$5,761
Quantity/Unit of Measure: 100 / SF
Painted gypsum wallboard - Ceiling is in poor
condition.
Remove and replace existing gypsum board
ceiling and replace with new gypsum board.
Tape and paint.
Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
Building 01System: C2050.10.002
Asset ID: CSC006619
Asset Category
(if applicable):
Building
Priority Year Description: 05 - Address deficiency or Capital Requirement in Year 05
Area/Floor (if applicable): Youth Soccer - Exterior
Comment:
Estimate:
(Escalated to Priority Year)
$900
Quantity/Unit of Measure: 50 / SF
Instantaneous water heater is approaching
the end of its useful life.
Provide equipment replacement and
installation.
Description of Work:
Deficiency Description:
Hot water does not come from unit.
Asset Assigned Common
Name (if applicable):
WH-3System: D2010.20.006
Asset ID: CSC000295
Asset Category
(if applicable):
Water Heater
Priority Year Description: 01 - Address deficiency or Capital Requirement in Year 01
Area/Floor (if applicable): Restroom / Ground
Comment:
Estimate:
(Escalated to Priority Year)
$1,185
Quantity/Unit of Measure: 1 / EA
FINAL DRAFT
DEFICIENCY LISTING - BUILDING FEATURES
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
Fan coil unit is approaching the end of its
useful life.
Provide equipment repair or equipment
replacement and installation as necessary.
Description of Work:
Deficiency Description:
Fan coil unit is not providing heating and
cooling.
Asset Assigned Common
Name (if applicable):
FCSystem: D3030.70.011
Asset ID: CSC000287
Asset Category
(if applicable):
Air Conditioning Unit
Priority Year Description: 01 - Address deficiency or Capital Requirement in Year 01
Area/Floor (if applicable): Supervisor / Ground
Comment:
Estimate:
(Escalated to Priority Year)
$8,294
Quantity/Unit of Measure: 1 / EA
Split system with fan coil and outdoor
condensing unit is approaching the end of its
useful life.
Provide equipment replacement and
installation.
Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
OU-1System: D3030.70.042
Asset ID: CSC000292
Asset Category
(if applicable):
Air Conditioning Unit
Priority Year Description: 04 - Address deficiency or Capital Requirement in Year 04
Area/Floor (if applicable): Exterior / Ground
Comment:
Estimate:
(Escalated to Priority Year)
$20,354
Quantity/Unit of Measure: 1 / EA
Split system with fan coil and outdoor
condensing unit is approaching the end of its
useful life.
Provide equipment replacement and
installation.
Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
OU-2System: D3030.70.042
Asset ID: CSC000291
Asset Category
(if applicable):
Air Conditioning Unit
Priority Year Description: 04 - Address deficiency or Capital Requirement in Year 04
Area/Floor (if applicable): Exterior / Ground
Comment:
Estimate:
(Escalated to Priority Year)
$20,354
Quantity/Unit of Measure: 1 / EA
FINAL DRAFT
DEFICIENCY LISTING - BUILDING FEATURES
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
Split system with fan coil and outdoor
condensing unit is approaching the end of its
useful life.
Provide equipment replacement and
installation.
Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
OU-3System: D3030.70.042
Asset ID: CSC000290
Asset Category
(if applicable):
Air Conditioning Unit
Priority Year Description: 04 - Address deficiency or Capital Requirement in Year 04
Area/Floor (if applicable): Exterior / Ground
Comment:
Estimate:
(Escalated to Priority Year)
$20,354
Quantity/Unit of Measure: 1 / EA
Split system with fan coil and outdoor
condensing unit is approaching the end of its
useful life.
Provide equipment replacement and
installation.
Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
OU-4System: D3030.70.042
Asset ID: CSC000289
Asset Category
(if applicable):
Air Conditioning Unit
Priority Year Description: 04 - Address deficiency or Capital Requirement in Year 04
Area/Floor (if applicable): Exterior / Ground
Comment:
Estimate:
(Escalated to Priority Year)
$20,354
Quantity/Unit of Measure: 1 / EA
Split system with wall mounted AC and
outdoor condensing unit is approaching the
end of its useful life.
Provide equipment replacement and
installation.
Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
OU-5System: D3030.70.041
Asset ID: CSC000288
Asset Category
(if applicable):
Air Conditioning Unit
Priority Year Description: 04 - Address deficiency or Capital Requirement in Year 04
Area/Floor (if applicable): Exterior / Ground
Comment:
Estimate:
(Escalated to Priority Year)
$14,539
Quantity/Unit of Measure: 1 / EA
FINAL DRAFT
DEFICIENCY LISTING - BUILDING FEATURES
City of Santa Clara
Facility Condition Assessment
Santa Clara Youth Soccer Park
Fan coil unit is approaching the end of its
useful life.
Provide equipment repair or equipment
replacement and installation as necessary.
Description of Work:
Deficiency Description:
Fan on unit is inoperable.
Asset Assigned Common
Name (if applicable):
WFC-1System: D3030.70.011
Asset ID: CSC000294
Asset Category
(if applicable):
Air Conditioning Unit
Priority Year Description: 01 - Address deficiency or Capital Requirement in Year 01
Area/Floor (if applicable): Conference / Ground
Comment:
Estimate:
(Escalated to Priority Year)
$8,294
Quantity/Unit of Measure: 1 / EA
Air door is approaching the end of its useful
life.
Provide equipment replacement and
installation.
Description of Work:
Deficiency Description:
Asset Assigned Common
Name (if applicable):
ADSystem: D3050.50.035
Asset ID: CSC000297
Asset Category
(if applicable):
Air Doors
Priority Year Description: 04 - Address deficiency or Capital Requirement in Year 04
Area/Floor (if applicable): Snack Bar / Ground
Comment:
Estimate:
(Escalated to Priority Year)
$32,918
Quantity/Unit of Measure: 4 / EA
END OF DEFICIENCY LISTING - BUILDING FEATURES
FINAL DRAFT
CITY OF SANTA CLARA
GEORGE F. HAINES INTERNATIONAL SWIM CENTER
VISUAL OBSERVATION ASSESSMENTS REPORT
01/24/2024
LPA Job No. 31047
PRE PARED FOR
CI TY OF SANTA CLARA
PRE PARED BY
LPA, Inc.
& Aquatic Design Group, Inc.
& Simpson Gumpertz & Heger
01/24/2024
LPA Job No. 31047
CITY OF SANTA CLARA
GEORGE F. HAINES INTERNATIONAL SWIM CENTER
VISUAL OBSERVATION ASSESSMENTS REPORT
CONSULTING TEAM
LPA Inc.
Arash Izadi, Principal & Director of Sport + Recreation, LPA, Inc.
John Courtney, Managing Director, LPA, Inc.
Steve Key, Associate & Managing Director, LPA Inc.
Daniel Wang, Associate & Director of Structural Engineering, LPA Inc.
Aquatic Design Group, Inc.
Dennis Berkshire, Principal, Aquatic Design Group, Inc.
Simpson Gumpertz & Heger
Judson Taylor, Senior Principal, Simpson Gumpertz & Heger Christine Diosdado, Associate Principal, Simpson Gumpertz & Heger Jesse Sipes, Project Manager, Simpson Gumpertz & Heger
Alan Humphreys, Senior Technical Manager, Simpson Gumpertz & Heger
YOUR TEAM
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 3 1.0 EXECUTIVE SUMMARY
2.0 METHODOLOGY OF ASSESSMENT
3.0 ASSESSMENT FINDINGS
3.1 Aquatic Design Group, Inc. (ADG)
3. 1.1 Bu ilding A - Main Building/ Locker Room
3. 1.2 Di ver Tower and Viewing Windows
3. 1.3 Po ol Systems and Deck
3.2 LPA, Inc.
3. 2.1 St ructural
3. 2.1.1 Bu ilding A - Main Building/Locker Room
3. 2.1.2 Di ver Tower and Viewing Windows
3. 2.1.3 Lar ge Canopy over Bleachers and Building D Tower
3. 2.1.4 Bu ilding B and C - Restroom and Concessions
3. 2.1.5 Bu ilding E,F, and G
3. 2.2 A rchitectural
3. 2.2.1 Fa cility and Site Egress Review
3. 2.2.2 Pl umbing Code Review
3.3 Simpson Gumpertz & Heger (SGH)
3. 3.1 Bu ilding A - Main Building/Locker Room
3. 3.2 Di ver Tower and Viewing Windows
3. 3.3 Po ol Deck
3. 3.4 Lar ge Canopy over Bleachers and Building D Tower
APPENDIX
A Testing and Photos
TABLE OF CONTENTS
PAGE CHAPTER
6 12
14 15
42 47
53 82
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 4 1.0 EXECUTIVE SUMMARY
Santa Clara International Swim Center
Executive Summary
In the Summer of 2023, the City of Santa Clara
initiated a competitive RFP process to determine
the most qualified consultant team to assess the
facilities and structural properties at the Santa
Clara George F. Haines International Swim Center
(ISC). The City interviewed several firms and
concluded that the LPA Team, consisting of LPA,
Inc., Aquatic Design Group, Inc., and SGH were
most qualified to provide a focused assessment of
the facility.
This Executive Summary provides the reader with
a condensed description of the findings of the
assessment. The assessment was limited in nature
and included review of the existing pool, pool
systems, pool deck, dive tower, existing support
buildings, and existing bleachers. No members
of the LPA team are risk management experts
and therefore this assessment is to provide the
City with information on the existing facility only
for their use and determination of facility use. We
reviewed code compliance for structural, fire life
safety egress analysis, plumbing code, and pool
specific requirements by the Health Department
or Building Code. Some nondestructive testing
was provided for select structural steel elements
within the facility. All observations around
accessibility compliance were excluded from this
assessment.
Although not part of our base services to advise
the City on whether to continue use or close the
ISC facility; based on our professional opinion
and visual observations, our recommendation
would be that the City should close the facility
immediately until major repairs or replacement
on all life safety and structural concerns noted in
this report are complete.
The ISC facility was constructed in 1967 to provide
competitive swimmers and divers in the Santa
Clara Valley with a complete venue for training,
practicing, and competing in water sports events.
The existing facility has a 50-meter x 25-yard
competition pool, a 6-lane x 25 yard instructional
pool and a diving pool with a diving tower that
accommodates five springboards and a 10-meter
diving tower. The facility has provided continuous
operations for 57 years. Even with maintenance,
in general, most outdoor swimming centers in
California require a major overhaul or full
replacement at about 45 to 50 years, even in
consideration of refurbishment or improvements
made throughout its life span.
Visual investigations of the existing facility were
initiated in late September 2023. Many elements
within the facility are beyond their usable life or in
a condition that does not allow use as originally
designed.
Below is a summary of the major deficiencies
observed:
1. Building A Main Building/Lock er Room
a. A show er addition was previously
condemned b y the city and should
be remo ved and replaced.
b. Roofs ar e beyond usable life
expectancy.
c. The building is structurally
unsound due to the lar ge
cler estory windows which prevent
adequat e lateral structural
support throughout. These
window s need to be removed and
infilled to tr ansfer shear loads.
d. Roofs/Ext erior Cladding/Windows
and siding all at end of lif e needing
replaced.
e. Building supporting walls and
columns ar e structurally
unsound and hav e significant
corr osion of metal components,
requiring significant r epairs and/
or replacement.
f. Some elements installed ar e not
part of any appr oved plans and do
not appear to ha ve been formally
pe rmitted, such as the tower to the
south of the exis ting building on
the roof.
2. Egress Review
a. Emergenc y egress from the
exis ting buildings and pool
spectat or stands and deck do
not meet California Building
Code r equirements for the size,
quantity, and har dware required
for c ompliant exits.
b. All exis ting gates that could be
used for e xiting are chained closed
1.0 EXECUTIVE SUMMARY
EXECUTIVE SUMMARY
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 6 GEORGE F. HAINES INTERNATIONAL SWIM CENTER,
VIEWED FROM THE DIVE BLOCK
1.0 EXECUTIVE SUMMARY
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 7 1.0 EXECUTIVE SUMMARY
at all times, ac cording to ISC
facility staff.
c. No ev ent should be held at this
facility until such time
that e xtensive corrections
to egr ess for both the fencing and
building are c ompleted or facility
replacement occurs.
3. Diver T ower and Viewing Windows
a. Diving To wer platform showing
cracking and the c ondition after
years of w ater intrusion, weather,
and pool wa ter is unknown.
b. Vibr ations observed likely do not
meet competition r equirements.
c. Platf orms not at current standards
for c ompetitive diving.
d. The r ailing of the dive tower are
corr oded at their base affecting
the structur al integrity.
e. Thr ough interviews and
observa tions, there is evidence of
conduits br eaking within the pool
and possible settlement of the
main structure.
f. The main access stairs for users
are c orroded beyond use and are
curr ently in an unsafe condition
for users.
g. Based on our prof essional opinion
after our field observ ations the
City should st op using the
dive t ower until such time major
repairs or r eplacement are
complete.
4. Pools Systems and Deck
a. The pool mechanical and lighting
sy stems have a variety of code
violations and e xcessive wear,
requiring significant c ost to
upgrade t o meet the building code;
for e xample, the 50-meter pool
and the training pool ar e
on the same pump and filter
sy stem as well as both the pool
deck and shell plast er are
delaminating and cr acking and
both need to be r eplaced.
b. The pool deck is sho wing signs
of deterior ation and distress in
various loca tions, demonstrating
that the deck is a t or beyond its
life expectancy.
c. Currently the C ompetition Pool
and Warm up pool ar e filtered
together which is no longer
allow ed by code.
d. Depth of main pool is shallow and
exis ting starting blocks are not
compliant f or use at a shallow
depths.
e. The diving pool mechanical system
does not meet the code r equired
for 6-hour turno ver rate.
f. The viewing area under the deck
at the div e pool and the deck
abov e are showing signs of
structur al instability and
significant deterior ation. The City
should close this portion of deck
and viewing ar ea immediately.
5. Large Canop y over Bleachers and Building
D Tower
a. Roof supporting s tructure may
be salvageable with r e-coating and
upgrades t o strengthening of the
columns.
b. Roof dr ains have eroded the
founda tion over time of the
columns and t owers.
c. To wer and supporting stairs for
acc ess to roof needs replacement.
d. Bleachers show signs of
settlement and separa tion.
e. Ther e was limited if any compliant
acc essible seating throughout the
facility.
6. Building B and C – Res troom and
Concessions
a. The e xisting restroom and
conc essions are lacking
the appropria te quantity of
fixtures ac cording to California
Building Code . Additionally, the
res trooms do not comply with
curr ent accessibility requirements.
7. Building E, F and G
a. Building E, F and G wer e being
used either as training r ooms
or maintenanc e storage rooms.
The support bearing w all appears
to be masonry and in good
condition. The roofs at these
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 8 1.0 EXECUTIVE SUMMARY
END OF EXECUTIVE SUMMARY.
facilities ar e near their useful life
and in some cases evidenc e of
leaks w ere observed.
b. These buildings are directly
beneath the main canop y cover
and portions of the gutters
are c orroded to a point of falling
on occupants and/or structures
below.
The reader is encouraged to review the complete
report for additional information, photographs
of current conditions and diagrams for potential
considerations.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 9 BLEACHERSVIEW
WINDOWS
DIVE
TOWER
BLDG B.
RESTROOMS
CONCESSIONS
BLDG D.
CANOPY
TOWER
BLDG F.
MAINT.
STORAGE
BLDG G.
PARK
MAINT.
STORAGE BLDG C.
RESTROOMS
CONCESSIONS
BLDG A.
MAIN ENTRY
BLDG E.
TRAINING
ROOM AND
STORAGE
COMPETITION
POOL
WARM UP
POOL
DIVING
WELL
CANOPY
BLEACHERS
SITE MAP
10 2.0 METHODOLOGY OF
ASSESSMENT
ALAMO HEIGHTS HIGH SCHOOL NATATORIUM
11 2.0 METHODOLOGY OF ASSESSMENT
METHODOLOGY
City of Santa Clara
International Swim Center
2023 Assessment of Existing Conditions
A visual investigation of the International Swim
Center was performed in the third quarter of 2023
to determine the facility’s ongoing viability as a
training and competition venue. The consulting
team utilized minimally invasive non-destructive
testing and construction material sampling to
determine the condition of selected structures
and improvements. This approach was utilized
to determine the condition without causing
a disruption to the operation of the facility to
repair the areas tested during a more exhaustive
destructive testing method. The structural
forensics team utilized ground penetrating radar,
carbonation analysis, and isolation water testing
to determine granular loss, cracking, curling/
cupping, flaking, weathering and dry rot. The
team peeled back some discrete areas typically
prone to deterioration such as eaves, valleys,
and near rain gutters. Shingles and/or roofing
materials were lifted to see underlayment,
determine remaining roofing and underlaid
sheathing, potential corrosion of steel fasteners in
roofing and structural systems for buildings, stair
and supports. A narrow steel probe was used at
exposed beams and/or purlins to determine the
amount of organic degradation due to mildew,
mold and resulting dry rot conditions that affect
structural integrity and load bearing capacities.
Structural steel columns were carefully observed
and measured to determine the amount (in
millimeters) of degradation and reduction of the
structural steel thickness due to corrosion of
exposed steel. The degradation was observed to
be substantial, as the report indicates. Structural
observations of horizontal and vertical structural
members were provided to determine relative
anticipated shear strength in the vertical wall
sections. In the event of earthquakes and/or high
winds a structure’s shear strength determines its
ability to withstand the shaking forces presented
in a seismic or lateral force event. The building’s
clerestory sections at the top were determined to
lack sufficient shear strength, as provided in the
report.
The architectural team made detailed
observations for pool code related items such as
minimum standards for health and safety require-
ments such as the pool water turnover rate, flow
rate volume requirements, filtering requirements,
mechanical systems sizing and control
requirements and monitoring requirements. The
observations and concerns with code issues are
significant and are documented in detail within
the report.
The architectural team analyzed the occupancy
and safe dispersal requirements of the project
site, buildings, and bleacher areas, utilizing
the capacities of visitors the facility is capable
of hosting for tournament types of events.
The code requires the designers to calculate
based upon the maximum possible capacity of
patrons at a typical swim meet, competition, or
special event as provided within the Assembly
Occupation designation. Utilizing the calculations
provided in the building code, the facility
was found to be deficient in allowing the safe
dispersal of visitors exiting the facility in the
event of a safety concern, as is the common
requirement for designing facilities with an
Assembly Occupancy classification designation.
Significant reconfiguration of the fencing, gates,
concrete paving, lighting and ADA path of travel
improvements to and in the parking lot would be
needed to comply with the code requirements.
The detailed calculations are contained in the
report.
The report that follows provides detailed
documentation of the findings of the architectural
team utilizing best practices and methodologies
for assessing the condition of the existing
International Swim Center facility. The planning
for assessing the future of the facility is a
combination of risk assessment and construction
cost analysis. Utilizing the first metric, risk
assessment, the architectural team has identified
significant building code concerns and safety risks
that should be addressed immediately if the City
desires to continue allowing the public to utilize
the facility. For example, the dive tower should
be either permanently closed or reconstructed if
diving is still a priority program for the community.
The structural integrity of the tower is such that
repairing it would not rectify the issues. Another
example is the significant code-compliance
issues with the pool mechanical piping systems,
equipment, pool shell/plaster and pool deck that
should be addressed to maintain public safety
with the use of the facility. These issues need to
be addressed now to mitigate public safety risks.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 12 GEORGE F. HAINES INTERNATIONAL SWIM CENTER,
VIEWED FROM THE SIDEWALK
2.0 METHODOLOGY OF ASSESSMENT
The third example is the structural integrity of
the upper clerestory portions of the building that
could fail in a seismic event. This item would
require the replacement or removal of the upper
sections of the building. There are other examples
of risks to public safety contained in the details of
the report.
To help address the second metric, construction
cost analysis, it may be helpful to utilize an
example that the State of California Division of
State Architect (DSA) uses in the assessment
of costs for state-owned public facilities. The
City of Santa Clara is not obligated to utilize
the State’s method of cost assessment, but the
methodology can be instructional for evaluating
the City’s 57-year-old swim center because of
the similarities the State faces with facilities of
identical age. DSA has a rule that states, in the
event modernization costs exceed 40 percent of
the full replacement value of a structure or facility,
the owner of the facility shall fully upgrade or
replace the structure to current code. Owners of
State financed public facilities must calculate
the full replacement cost at today’s construction
cost, and multiply by .40 to determine if the
rough estimate of modernization and renovation
required by the architect’s assessment of the
facility exceeds that figure. It is very likely that will all the deficiencies found in our assessment that
the cost to renovate this facility would far surpass
the threshold requiring a full code update and/or
replacement of the facility in its entirety.
END OF METHODOLOGY.
13 CAL POLY POMONA STUDENT RECREATION CENTER
3.0 ASSESSMENT FINDINGS
14 AQUATIC DESIGN GROUP,
INC.
3.0 ASSESSMENT FINDINGS
3.1 Aquatic Design Group, Inc. (ADG)
3. 1.1 Bu ilding A - Main Building/ Locker Room
3. 1.2 Di ver Tower and Viewing Windows
3. 1.3 Po ol Systems and Deck
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 15 INTERNATIONAL SWIM CENTER
SWIMMING POOLS NEEDS ASSESSMENT
JANUARY 2024
16 SECTION PAGE
A. INTRODUCTION 3
B. CODES 4
C. SWIMMING POOLS DATA 5
D. PROGRAMMING 7
E. CODE ITEMS 8
F. MAINTENANCE ITEMS 19 G. PROFORMA BUDGETS 23 H. SUMMARY 26
2 International Swim Center Swimming Pools Needs Assessment Table of Contents
ADG
2 17
3 International Swim Center Swimming Pools Needs Assessment A. INTRODUCTION
Aquatic Design Group (ADG) visited the International
Swim Center in Santa Clara, California on September 27, 2023 to perform an assessment of the swimming pools,
as well as their systems and equipment. The systems
were in operation during ADG’s site visit. The facility has the following outdoor bodies of water:
• A 50-meter x 25-yard competition pool
• A 6-lane x 25-yard instructional pool
• A diving pool with a 10-meter tower and fi ve (5)
springboard diving boards
The following report includes a summary of the existing conditions, code violations, defi ciencies and proposed improvements for rehabilitation of the International
Swim Center and related equipment. The scope of
this report includes the swimming pools, dive tower
and mechanical equipment. It excludes the structural
integrity of the swimming pool shells, appurtenances,
and accessibility in the path of travel to the swimming pool area and within the adjacent buildings. Note
this also excludes evaluation of the building, building systems and building structural. It is possible that a
facility of this age could have underlying issues that
have gone unnoticed by staff and are not apparent to
a visual inspection. This report a/t_t empts to provide an accurate and realistic assessment of existing conditions.
Our observations are based upon the conditions we could observe, original drawings and information provided by
staff . This report should be read in full with no excerpts to be fully representative of the fi ndings and has been prepared exclusively for LPA, Inc. No liability is accepted for any use of or reliance on the report by third parties.
This report identifi es any violations of codes that were found. Some of these violations may currently be
operating on a grandfathered exemption, meaning
they complied with code when they were built but code
changes since make them not compliant with current
code. We therefore recommend that these issues
be reviewed on an individual basis to determine the
disposition and possible remedies for each
violation.
In addition to the code violations being of concern to
the County Environmental Health Services Department,
they may be of concern to the City from a risk mitigation perspective.
Not included in this report, but an important area to be reviewed, is the requirement for the entire facility to meet the American Disabilities Act (ADA). This includes access to the facility and restrooms, in addition to the swimming pools and deck. To comply, every swimming pool must
have a primary means of access into the water.
This can include a wheelchair ramp or an accessible li/f_t .
The scope of this report is for the swimming pools and
deck. Therefore, access from the street or parking areas to the International Swim Center and the adjacent buildings are not covered herein.
The estimated opinion of probable costs identifi ed in the itemized sections of “E” thru “F” of this report includes materials and labor for the repair, but does not include architectural or engineering design costs or complete
project so/f_t costs that may occur. Structural analysis of the pool structures, pool mechanical spaces, or other
spaces will require destructive testing which is not
included in the scope of this report.
ADG
3 18
4 International Swim Center Pools Needs Assessment
B. CODES
Image 1: International Swim Center
For the purpose of this report the facility’s compliance with current codes and standards will be examined. The current codes and standards that may apply are:
• Americans with Disabilities Act Accessibility Guidelines for Buildings and Facilities (ADAAG) • Americans with Disabilities Act (ADA)
• California Plumbing Code (CPC), 2022 Edition
• California Building Code (CBC), Chapter 31B, 2022 Edition • California Mechanical Code (CMC), 2022 Edition
• California Fire Code (CFC), 2022 Edition
• International Swimming Pool and Spa Code (ISPSC) Standards, 2021 Edition • Model Aquatic Health Code (MAHC), 2023 Edition
• Pool and Hot Tub Alliance Standards (PHTA)
• Federal Virginia Graeme Baker Pool and Spa Safety Act (VGBA) • California AB1020 (AB1020)
• Occupational Safety and Health Administration (OSHA)
• National Federation of State High School Associations (CIF) • USA Swimming
• USA Water Polo
ADG
4 19
5 International Swim Center Swimming Pools Needs Assessment C. SWIMMING POOLS DATA
• Design Turnover Rate: 8-hours
Mechanical (Comingled) and Chemical Systems:
(Observed During Site Visit)
• Diatomaceous Earth (D.E.) Filter Tank (x1) with Slurry • Designed Total Filter Surface Area: 760 FT2
• Actual Total Filter Surface Area: 659 FT2
• Designed Filter Media Rate: 1.84 GPM / FT 2 at
1,400 GPM
• Actual Filter Media Rate: 2.12 GPM / FT2 at 1,400
GPM
• Recirculation Pump
• Make: Unknown
• Model: Unknown
• Horsepower: 30
• Recirculation Motor
• Make: Unknown
• Model: Unknown
• Horsepower: 30
• Heating System
• Make: RBI
• Model: CP4000
• BTU Maximum Output: Unknown
• Maximum Thermal Effi ciency: Unknown
• • Chemical Control MonitorChemical Control Monitor
• • Make: BecSys Make: BecSys
• • Model: System 3 Model: System 3
• Sanitation
• Liquid Chlorine (Sodium Hypochlorite) bulk tanks
• 500 gallon capacity (x2) plus one (1) for Diving Pool • Stenner 85M5 and 45M4 chemical metering
pumps: 120 total gallons per day feed rate capacity
• pH Control
• Liquid Acid (Hydrochloric Acid)
• No access to room during site visit
• 50-Meter Pool Suction Pipe Size and Flow Velocity
• Suction Pipe Size:
10-inch schedule 8010-inch schedule 80
• Suction Flow Velocity: 9.07 Feet Per Second (FPS)
• 50-Meter Pool Return Pipe Size and Flow Velocity
• Return Pipe Size: 6-inch schedule 806-inch schedule 80 • Return Flow Velocity: 7.39 FPS
• Instructional Pool Suction Pipe Size and Flow Velocity • Suction Pipe Size: 6-inch schedule 80
• Suction Flow Velocity: 5.58 FPS
• Instructional Pool Return Pipe Size and Flow Velocity • Return Pipe Size: 4-inch schedule 80
• Return Flow Velocity: 5.58 FPS
The International Swim Center was built in 1967. The data compiled in this section of the report is based upon
information from 1966 original drawings and staff , as well as images taken by ADG and observations made during
the site visit.
50-Meter x 75-Yard Competition Pool:
• Dimensions: 164’-1
1/2" long x 75’-1" wide (per drawings)
• Perimeter: 478 linear feet (per drawings)
• Surface Area: 12,300 square feet (per drawings)
• Volume: 547, 116 gallons (per drawings)
• 25-Yard Lanes: Twenty (20), 7’-0” in width (observed
during site visit)
• 50-Meter Lanes: Nine (9), 8'-0" in width (per drawings) • Depths: 4’-6” to 6'-6" (per drawings)
• Finish: Plaster and tile (observed during site visit) • Underwater Lights: Thirty-two (32) (per drawings)
• Pool Main Drains: Two (2) 18" x 18" (observed during
site visit)
• Gu/t_t er: Perimeter gu/t_t er system (observed during site visit)
• Ingress and Egress: Six (6) sets of grabrails with
recessed steps (observed during site visit)
• Floor Inlets: Forty (40) (per drawings)
• Code Minimum Flow Rate: 1,520 Gallons Per Minute
(GPM) (Using 6-hour turnover)
• Code Minumum Turnover Rate: 6-hours
• Actual Flow Rate: Unknown (no fl ow meter)
• Actual Turnover Rate: Unknown (no fl ow meter)
• Design Flow Rate: 1,200 GPM (per installed valve)
• Design Turnover Rate: 8-hours
6-Lane x 25-Yard Instructional Pool:
• Dimensions: 75'-1" long x 42’-0" wide (per drawings)
• Perimeter: 234 linear feet (per drawings)
• Surface Area: 3,150 square feet (per drawings)
• Volume: 70,686 gallons (per drawings)
• 25-Yard Lanes: Six (6), 7’-0” in width (per drawings) • Depth: Constant 3’-0” (per drawings)
• Finish: Plaster and tile (observed during site visit) • Underwater Lights: Seven (7) (per drawings)
• Pool Main Drain: One (1) 24" x 24" (observed during
site visit)
• Gu/t_t er: Perimeter gu/t_t er system (observed during site visit)
• Ingress and Egress: Four (4) sets of grabrails with
recessed steps (observed during site visit)
• Floor Inlets: Fourteen (14) (per drawings)
• Code Minimum Flow Rate: 196 Gallons Per Minute
(GPM) (Using 6-hour turnover)
• Code Minumum Turnover Rate: 6-hours
• Actual Flow Rate: Unknown (no fl ow meter)
• Actual Turnover Rate: Unknown (no fl ow meter)
• Design Flow Rate: 20 0 GPM (per installed valve)
ADG
5 20
6 International Swim Center Swimming Pools Needs Assessment C. SWIMMING POOLS DATA
• Liquid Acid (Hydrochloric Acid)
• No access to room during site visit
• Diving Pool Suction Pipe Size and Flow Velocity
• Suction Pipe Size: 10-inch schedule 8010-inch schedule 80 • Suction Flow Velocity: 5.45 Feet Per Second (FPS)
• Diving Pool Return Pipe Size and Flow Velocity
• Return Pipe Size: 6-inch schedule 806-inch schedule 80 • Return Flow Velocity: 6.7 FPS
Diving Pool:
• Dimensions: 75'-1" long x 60’-0" wide (per drawings)
• Perimeter: 270 linear feet (per drawings)
• Surface Area: 4,500 square feet (per drawings)
• Volume: 572,220 gallons (per drawings)
• Depth: Constant 17'-0" (per drawings)
• Finish: Plaster and tile (observed during site visit) • Underwater Lights: Twenty-four (24) (per drawings)
• Pool Main Drains: Two (2) 24" x 24" (observed during
site visit)
• Gu/t_t er: Perimeter gu/t_t er system (observed during site visit)
• Ingress and Egress: Four (4) sets of grabrails with
recessed steps (observed during site visit)
• Floor Inlets: Twenty (20) (per drawings)
• Code Minimum Flow Rate: 1,590 Gallons Per Minute
(GPM) (Using 6-hour turnover)
• Code Minumum Turnover Rate: 6-hours
• Actual Flow Rate: Unknown (no fl ow meter)
• Actual Turnover Rate: Unknown (no fl ow meter)
• Design Flow Rate: 1,200 GPM
• Design Turnover Rate: 8-hours
Mechanical and Chemical Systems: (Observed During
Site Visit)
• Diatomaceous Earth (D.E.) Filter Tank (x1) with Slurry • Designed Total Filter Surface Area: 760 FT
2 • Actual Total Filter Surface Area: 659 FT2
• Designed Filter Media Rate: 1.84 GPM / FT 2 at
1,400 GPM
• Actual Filter Media Rate: 2.12 GPM / FT2 at 1,400
GPM
• Recirculation Pump
• Make: Unknown
• Model: Unknown
• Horsepower: 25
• Recirculation Motor
• Make: Unknown
• Model: Unknown
• Horsepower: 25
• Heating System
• Make: RBI
• Model: DW1950
• BTU Maximum Output: Unknown
• Maximum Thermal Effi ciency: Unknown
• • Chemical Control MonitorChemical Control Monitor
• • Make: BecSys Make: BecSys
• • Model: System 3 Model: System 3
• Sanitation
• Liquid Chlorine (Sodium Hypochlorite) bulk tanks
• 500 gallon capacity (x1) plus two (2) for other pools • Stenner 45M4 (x2) chemical metering pumps: 70
total gallons per day feed rate capacity
Image 2: Diving Pool Piping
ADG
6 21
7 International Swim Center Swimming Pools Needs Assessment D. PROGRAMMING
The International Swim Center supports the Santa Clara community and the Bay Area through the following programs:
Staff indicated that no new or additional programming is desired for the facility and confi rmed that the pools and dive tower accommodate existing programs well.
Image 5: Instructional Pool
Image 3: Santa Clara Swim Club Sign in Floor
Image 4: Hall of Fame Display
• Recreational Swimming
• Lap Swimming
• Leisure Swimming
• Adult, Teen, Youth, Infant and Adaptive Learn-To-
Swim Programs
• Aquatic Fitness Classes
• Recreational Diving
• Club Diving
• Lane and Facility Rentals
• Party Rentals
ADG
7 22
8 International Swim Center Swimming Pools Needs Assessment E. CODE ITEMS
ADG has determined that the following twenty-one (21)
items at the International Swim Center do not comply
with current code standards. For each item within the
report a description of the condition is given along with a reference to the code that applies. A suggestion of
possible remedy and an opinion of probable cost is given for most items. The itemized estimates do not include
general conditions and other so/f_t costs that are typically added to any project for a total construction project cost.
In addition, many code items trigger the need to bring
additional code items into compliance simultaneously.
As such, it is diffi cult to approach the suggested code repairs as individual projects.
ITEM DESCRIPTION PAGE
#
1.1 Comingled Pools 8
1.2 Turnover Rate for Pools 9
1.3 Gu/t_t ers for Pools 9
1.4 50-Meter Pool Autofi ll System 10
1.5 50-Meter Pool Depth for Racing
Platforms
10 1.6 50-Meter Pool Piping 11
1.7 Flow Velocity for Pools 11
1.8 50-Meter Pool Floor Inlets 11
1.9 Safety Markers for Pools 12
1.10 Instructional Pool Coping Stones 12
1.11 Diving Pool Turnover Rate 13
1.12 Diving Pool Main Drains 13
1.13 Diving Pool Floor Inlets 13
1.14 Diving Pool Underwater Lights 14
1.15 Diving Pool Finish 14
1.16 Diving Pool Coping Stones 14
1.17 Deck for Pools 15
1.18 Diving Pool Safety Markers 15
1.19 Diving Pool Autofi ll System 16
1.20 Flow Meters for Pools 16
1.21 Pools Leaking 17
1.1 Comingled Pools:
The 50-Meter Pool and the Instructional Pool operate on the same recirculation system, despite being separate
bodies of water. California code requires each pool to
have its own recirculation system. The comingled pools
are in violation of CBC, Chapter 31B:
3123B.1 System description. Each pool shall be
provided with a separate recirculation system
designed for the continuous recirculation,
fi ltration and disinfection of the pool water. The
system shall consist of pumps, fi lters, chemical
feeders, skimmers or perimeter overfl ow
systems, valves, pipes, connections, fi /t_t ings and
appurtenances.
To separate the pools requires installing new piping
and corresponding mechanical equipment to operate
each individual pool. To accommodate an additional set
of mechanical equipment the layout in the mechanical
room needs to be reconfi gured. During this process
existing mechanical equipment that is dated could
be, and in some cases would have to be, replaced.
Additionally, this process would require draining of
the pools as well as demolition of the decks. Upon
completion of the install for new piping and mechanical equipment, the decks would have to be reconstructed
and the pools replastered and refi lled with water.
The following estimate is for new mechanical systems,
new underground piping, a new surge tank and removal
and replacement of the deck.
For the full project scope
and cost see page 23.
(Estimated Cost- $4,579,575.00)
Image 6: 50-Meter and Instructional Pools
ADG
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9 International Swim Center Swimming Pools Needs Assessment E. CODE ITEMS
1.2 Turnover Rate for Pools:
The 50-Meter Pool and Instructional Pool's turnover rate should meet or exceed 6-hours to comply with code. The
pools were designed for a 7.6-hour turnover, which is in violation of CBC, Chapter 31B:
3124B. Turnover Time. The recirculation system
shall have the capacity to provide a complete
turnover of pool water in:
1. One-half hour or less for a spa pool; and
2. One-half hour or less for a spray ground; and
3. One hour or less for a wading pool; and
4. Two hours or less for a medical pool; and
5. Six hours or less for all other types of public
pools.
The pool systems should be revised to meet the code
required minimum 6-hour turnover rate. This can be
addressed when resolving item 1.1. See page 23 for the
project scope and cost to address this code item.
1.3 Gu/t_t ers for Pools:
The 50-Meter Pool and Instructional Pool's gu/t_t ers are operating below the gu/t_t er lip due to fl ooding when the pools are full of swimmers. As a result, the pools do not skim the surface water when the pools are not full of
swimmers. This condition is in violation of CBC, Chapter 31B:
3136B. Pool Skimming Systems. The pool shall be
equipped with one or more skimming methods
to provide continuous skimming of the pool
water and shall be capable of continually
withdrawing not less than 100 percent of the fl ow
rate.
The gu/t_t er and gu/t_t er piping should be modifi ed to meet the code requirement for constant skimming.
The following estimate is for gu/t_t er and gu/t_t er piping replacement for both pools (this item is included in the project scope on page 23).
(Estimated Cost- $882,000.00)
Image 7: 50-Meter and Instructional Pools
Image 8: Instructional Pool Gu/t_t er
ADG
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10 International Swim Center Swimming Pools Needs Assessment
1.4 50-Meter Pool Autofi ll System:
The 50-Meter Pool is fi lled with water manually. The lack of an automatic fi ll system is in violation of CBC, Chapter 31B:
3127B.3. Makeup Water. Automatic makeup water
fl ow controls with a manual override control shall
be provided to maintain the proper pool water
level.
An automatic fi ll system should be installed. The
following estimate is for an automatic fi ll system to
connect to the existing waterline piping (this item is
included in the project scope on page 23).
(Estimated Cost- $20,000.00)
1.5 50-Meter Pool Depth for Racing Platforms:
The 50-Meter Pool has racing platforms installed in
all 50-meter and 25-yard course locations. All of the
50-meter course starting platforms are installed where
the pool water depth is 4'-6". The majority of the 25-yard short-course starting platforms are installed where the pool water depths are 4'-6" to 6'-0". California Building Code requires a universal No-Diving symbol be placed
adjacent to every deck depth marker where the water
depth is 6-feet or less. See CBC, Chapter 31B:
3110B.5. No diving markers. For pool water depths
6 feet or less no diving markers with the universal
symbol of no diving...
The starting platforms should be removed from all
locations where the water is 6' deep or less to enhance safety and comply with code. Staff can remove the
starting platforms from the deck.
E. CODE ITEMS
Image 9: Example Autofi ll System
Image 10: Starting Platform in 4'-6" Depth of Water
ADG
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11 International Swim Center Swimming Pools Needs Assessment E. CODE ITEMS
1.6 50-Meter Pool Piping:
The 50-Meter Pool suction piping larger than 6-inches
is transite pipe, which contains asbestos. Asbestos
concrete, which was a common building material during
the time of initial construction, is now in violation of CBC, Chapter 31B and California Plumbing Code:
3125B.1.1. Materials. All piping, tubing and fi /t_t ings shall comply with the applicable standards for
potable water system materials set forth in
Chapter 6 of the California Plumbing Code.
A hazardous material abatement process for the piping
would be required during pool and deck demolition,
increasing costs. The following estimate is for hazardous material removal and disposal for the piping (this item is included in the project scope on page 23).
(Estimated Cost- $175,000.00)
1.7 Flow Velocity for Pools:
The 50-Meter Pool and Instructional Pool have a fl ow
velocity for suction piping of 9.07 Feet Per Second (FPS).
The fl ow velocity exceeds the allowances in CBC, Chapter 31B:
3125B.1. Line sizes. Pipes shall be sized so fl ow
velocity of piping systems including all pipes
and fi /t_t ings other than inlet devices or venturi
throats shall not exceed 6 feet per second in any
suction or copper piping and 8 feet per second in
any portion of the return system.
High fl ow velocities can erode pipes and either cause
leaking or replacement ahead of typical lifecycles. Old standards allowed PVC pipe velocities of up to 10 feet
per second. With extra diligence the system can continue to operate at the current velocity. When the opportunity arises to provide separate systems for each pool the
piping can change to have compliant fl ow velocities. The piping from the pools to the mechanical room as well
as inside the mechanical room would need replacing to
achieve fl ow velocities that do not exceed 6 FPS on the suction side and 8 FPS on the return side. This code item can be addressed when resolving item 1.1. The following estimate is for new piping (this item is included in the project scope on page 23).
(Estimated Cost- $150,000.00)
1.8 50-Meter Pool Floor Inlets:
The 50-Meter Pool has forty (40) fl oor inlets for
recirculation. California Code requires all swimming
pools that are 40-feet wide or wider use fl oor inlets
spaced evenly throughout the pool to assure eff ective
distribution of chlorine for proper disinfection and water quality. The swimming pool is 75-feet wide and greater
than 3,000 square feet. CBC, Chapter 31B states:
3137B.2.4 Floor inlets. Pools that are greater
than 40 feet (12,192 mm) in width or 3,000 square
feet (278.7 mm²) in surface area shall have fl oor-
mounted return inlets. The number of fl oor inlets
shall be in compliance with Section 3137B.2. All
fl oor inlet fi /t_t ings shall be located to provide
uniform circulation and shall be installed so as to
be fl ush with the surface of the pool bo/t_t om.
California Code requires two (2) inlets for the fi rst 10,000 gallons of water and one (1) inlet therea/f_t er per additional 10,000 gallons of water. CBC, Chapter 31B states:
3137B.2 Inlet fi /t_t ings. Each pool shall be provided with not less than two recirculation system inlets
for the fi rst 10,000 gallon capacity and one
additional inlet for each additional 10,000 gallon
or less capacity.
To comply with code the number of fl oor inlets would
be fi /f_t y-fi ve (55). To install fl oor inlets in the swimming pool the pool would have to be drained and trenches cut in the pool fl oor to install new under pool piping. Then fl oor inlets would be installed and the pool fl oor concrete replaced. In order to do the trenchwork the pool plaster would have to be removed and replaced. The pool would
have to be refi lled with water and chemically balanced.
The following estimate represents trenchwork, fi /f_t y- fi ve (55) new fl oor inlets and related piping, and pool fl oor concrete (this item is included in the project scope on page 23). It is not refl ective of pool plaster removal and replacement or costs associated with draining and
refi lling the pool with water (see page 23).
(Estimated Cost- $180,000.00)
ADG
11 26
12 International Swim Center Swimming Pools Needs Assessment E. CODE ITEMS
1.9 Safety Markers for Pools:
The 50-Meter Pool and Instructional Pool are missing
code-compliant “No Diving” graphic markers where the
water depths are 6-feet or less. The lack of proper “No Diving” graphic markers is in violation of CBC, Chapter 31B:
3110B.5. No diving markers. For pool water depths
6 feet or less no diving markers with the universal
symbol of no diving, which is a red circle with
a slash through it superimposed over the image
of a diver, shall be installed on the deck directly
adjacent to the depth markers required by
Section 3110B.4.1. No diving markers shall comply
with Section 3110B.4.4 (2-3).
Proper “No Diving” graphic markers can be installed
by bushing down deck concrete and laying down code-
compliant “No Diving” tile graphic markers. If the pool deck is to be completely replaced these safety markers
would be included in that cost, along with all required depth markers (see page 23). The following estimate
is for a retrofi /t_t ed install of “No Diving” tile graphic markers on the pool deck in locations where the water
depth is 6-feet or less.
(Estimated Cost- $8,000.00)
1.10 Instructional Pool Coping Stones:
The Instructional Pool coping stones are rough and
pi/t_t ed, creating places for bacteria and pathogens to grow. Code requires these surfaces to be non-porous to
prevent recreational water illness outbreaks. See CBC,
Chapter 31B:
3108B.2. Finish. The fi nished pool shall be
lined with a smooth waterproof interior fi nish
that will withstand repeated brushing, scrubbing
and cleaning procedures. The interior pool fi nish
shall completely line the pool to the tile lines,
coping or cantilevered deck.
The coping stones should be replaced. The following
estimate is for replacement coping stones (this item is included in the project scope on page 23).
(Estimated Cost- $50,000.00)
Image 11: Example of "No Diving" Graphic Marker
Image 12: Instructional Pool Coping Stones
ADG
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13 International Swim Center Swimming Pools Needs Assessment E. CODE ITEMS
1.11 Diving Pool Turnover Rate:
The Diving Pool's turnover rate should meet or exceed
6-hours to comply with code. The pool was designed for
an 8-hour turnover, which is in violation of CBC, Chapter 31B:
3124B. Turnover Time. The recirculation system
shall have the capacity to provide a complete
turnover of pool water in:
1. One-half hour or less for a spa pool; and
2. One-half hour or less for a spray ground; and
3. One hour or less for a wading pool; and
4. Two hours or less for a medical pool; and
5. Six hours or less for all other types of public
pools.
The pool system should be revised to meet the code
required minimum 6-hour turnover rate. This will require the removal of the surrounding pool deck, underground
piping, under pool piping and an update to the
mechanical equipment. See page 24 for the full project
scope and cost to address this code item.
1.12 Diving Pool Main Drains:
The Diving Pool main drains were not designed to be
hydraulically balanced as required by code. CBC, Chapter 31B states:
3162B. Anti-Entrapment Devices and Systems.
Every swimming pool constructed on or a/f_t er
January 1, 2010, shall have at least two suction
outlets per pump that are hydraulically balanced
and symmetrically plumbed through one or
more "T" fi /t_t ings, and that are separated by a
distance of at least three feet in any dimension
between the suction outlets.
New main drains and related under pool piping should
be installed. The following estimate is for new main
drains and related piping (this item is included in the project scope on page 24).
(Estimated Cost- $387,500.00)
1.13 Diving Pool Floor Inlets:
The Diving Pool has twenty (20) fl oor inlets for
recirculation and all of them are missing their adjustable fl ow inserts. California Code requires all swimming
pools that are 40-feet wide or wider use fl oor inlets
spaced evenly throughout the pool to assure eff ective
distribution of chlorine for proper disinfection and water quality. The swimming pool is 75-feet wide and greater
than 3,000 square feet. CBC, Chapter 31B states:
3137B.2.4 Floor inlets. Pools that are greater
than 40 feet (12,192 mm) in width or 3,000 square
feet (278.7 mm²) in surface area shall have fl oor-
mounted return inlets. The number of fl oor inlets
shall be in compliance with Section 3137B.2. All
fl oor inlet fi /t_t ings shall be located to provide
uniform circulation and shall be installed so as to
be fl ush with the surface of the pool bo/t_t om.
California Code requires two (2) inlets for the fi rst 10,000 gallons of water and one (1) inlet therea/f_t er per additional 10,000 gallons of water. CBC, Chapter 31B states:
3137B.2 Inlet fi /t_t ings. Each pool shall be provided with not less than two recirculation system inlets
for the fi rst 10,000 gallon capacity and one
additional inlet for each additional 10,000 gallon
or less capacity.
Image 13: Diving Pool Main Drain
ADG
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14 International Swim Center Swimming Pools Needs Assessment E. CODE ITEMS
To comply with code the number of fl oor inlets would
be fi /f_t y-eight (58). To install fl oor inlets in the swimming pool the pool would have to be drained and trenches cut in the pool fl oor to install new under pool piping. Then fl oor inlets would be installed and the pool fl oor concrete replaced. In order to do the trenchwork the pool plaster would have to be removed and replaced. The pool would
have to be refi lled with water and chemically balanced.
The following estimate represents trenchwork, fi /f_t y- eight (58) new fl oor inlets and related piping, and pool fl oor concrete (this item is included in the project scope on page 24). It is not refl ective of pool plaster removal and replacement or costs associated with draining and
refi lling the pool with water (see page 24).
(Estimated Cost- $95,000.00)
1.14 Diving Pool Underwater Lights:
The Diving Pool underwater pool lights are not working
on the north side of the pool. Staff report that this is due to compromised underground conduits being
broken possibly by se/t_t lement from the dive tower,
which does not allow new wires to be pulled through.
New underground conduits and underwater pool lights
should be installed to ensure the safety of patrons during early morning and evening hours of operation. The
following estimate is for new underwater lights (this item is included in the project scope on page 24).
(Estimated Cost- $185,000.00)
Image 14: Diving Pool Floor Inlet Without Flow Insert
Image 15: Underwater Light in Diving Pool
ADG
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15 International Swim Center Swimming Pools Needs Assessment E. CODE ITEMS
1.15 Diving Pool Finish:
The Diving Pool fi nish is in need of replacement. The
surface is delaminating, creating a porous fi nish for
pathogens to grow. The aging fi nish is in violation of CBC, Chapter 31B:
3108B.2. Finish. The fi nished pool shell shall be
lined with a smooth waterproof interior fi nish
that will withstand repeated brushing, scrubbing,
and cleaning procedures. The interior pool fi nish
shall completely line the pool to the tile lines,
coping, or cantilevered deck.
The National Plasterers Association states that swimming pool plaster should be expected to last between 12-15
years under normal conditions. As plaster ages water
gets closer to the underlying structure of the pool shell and the result can be oxidation and deterioration of
the steel rebar which can increase the risk of leaks and structural failure of the pool shell. A failing pool fi nish may also harbor pathogens, which could aff ect the
health and safety of patrons.
The plaster must be replaced. The tile is recommended
to be replaced at the same time. A new fi nish for the
pool will improve safety for patrons and help protect
against leaks and structural concerns. The industry
standard for pool plaster is to use a quartz-based plaster with tile. The following estimate includes removal of
all existing previous pool fi nish to bare concrete and the installation of a new plaster and tile fi nish (this item is included in the project scope on page 24). The
following estimate also includes waterproofi ng the
surge tank, costs associated with draining and refi lling the pool with water, and costs to balance the chemicals.
Sometimes in older pools as existing plaster is removed underlying conditions can be worse than expected and
consequently increase both the scope and cost of a
plaster renovation due to concrete shell repairs.
(Estimated Cost- $337,500.00)
Alternative pool fi nishes to plaster and tile include
fi berglass, liners and Myrtha’s RenovAction system. If the City is interested in information for alternative fi nishes ADG can be consulted for details, including costs.
1.16 Diving Pool Coping Stones:
The Diving Pool coping stones are rough and pi/t_t ed, creating places for bacteria and pathogens to grow. Code requires these surfaces to be non-porous to prevent
recreational water illness outbreaks. See CBC, Chapter
31B:
3108B.2. Finish. The fi nished pool shall be
lined with a smooth waterproof interior fi nish
that will withstand repeated brushing, scrubbing
and cleaning procedures. The interior pool fi nish
shall completely line the pool to the tile lines,
coping or cantilevered deck.
The coping stones should be replaced. The following
estimate is for replacement coping stones (this item is included in the project scope on page 24).
(Estimated Cost- $60,000.00)
Image 16: Delaminating Plaster in Diving Pool
ADG
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16 International Swim Center Swimming Pools Needs Assessment E. CODE ITEMS
1.17 Deck for Pools:
The deck for the pools is in need of replacement to
continue to safely serve patrons, athletes and spectators.
The deck is failing with delamination, rough and porous areas, diff erential movement and cross slopes greater
than 2%. These conditions are in violation of CBC,
Chapter 31B:
3114B.1. General. A minimum continuous and
unobstructed 4-foot wide slip resistant,
cleanable, nonabrasive deck area of concrete or
like material shall be provided fl ush with the top
of the pool coping extending completely around
the pool, and the deck area shall further extend
4 feet on both sides and rear of any diving
board, fi xed disabled access assistance device or
slide and their appurtenances. The deck width
shall be measured from the poolside edge of the
coping lip.
These deck issues will worsen with time. An estimate for a pool deck replacement is provided, including demo of
the existing deck and a medium broom fi nish concrete
with slot drains (this item is included in the project
scope on page 23). Required deck depth markers and
“no diving” markers would be replaced during deck
replacement.
(Estimated Cost- $1,100,000.00)
1.18 Diving Pool Safety Markers:
Waterline depth markers are missing from the waterline
tile in the Diving Pool. The lack of proper waterline depth markers is in violation of CBC, Chapter 31B:
3110B.4.2. Position. Where required by Section
3110B.4.1, depth markers shall be located in the
following positions:
2. For pools with perimeter overfl ow systems
where coping cantilevers over the gu/t_t er depth
markers may be positioned at the face of the
cantilevered coping, the back wall above the
gu/t_t er or immediately below the waterline which
will result in the depth markers being completely
submerged; or
Waterline tile depth markers can be installed by
removing and replacing waterline tiles. If the pool fi nish is to be completely replaced, these waterline tile depth markers are included in the cost estimate in section 1.15 (also included in the project scope on page 24). The
following estimate is for a retrofi /t_t ed install of waterline tile depth markers at all depth locations.
(Estimated Cost- $12,000.00)
Image 17: Diving Pool Coping Stones
Image 18: Failing Pool Deck
ADG
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17 International Swim Center Swimming Pools Needs Assessment E. CODE ITEMS
1.19 Diving Pool Autofi ll System:
The Diving Pool is fi lled with water manually. The lack of an automatic fi ll system is in violation of CBC, Chapter 31B:
3127B.3. Makeup Water. Automatic makeup water
fl ow controls with a manual override control shall
be provided to maintain the proper pool water
level.
An automatic fi ll system should be installed. The
following estimate is for an automatic fi ll system to
connect to the existing waterline piping (this item is
included in the project scope on page 24).
(Estimated Cost- $20,000.00)
1.20 Flow Meters for Pools:
ADG did not observe fl ow meters for the pools during
the site visit. The lack of fl ow meters on the pools is in violation of CBC, Chapter 31B:
3125B.3. Flow meter. A fl ow meter shall be
provided on each recirculation system accurate
to within 10 percent of fl ow and installed
according to the manufacturer's wri/t_t en
instructions with increments in the range of
normal fl ow.
Any fl ow meter purchased should be certifi ed, listed
and labeled to ANSI / NSF 50 by an ANSI-accredited
certifi cation organization. In addition, it is ADG's
recommendation to install the fl ow meters in pipe
locations with minimal fl ow distortion. Adequate
straight-run pipe, both upstream and downstream of the
fl ow meter, is recommended to maximize fl ow profi le.
Many manufacturers recommend placing a fl ow meter
a/f_t er a minimum of 10 pipe diameters of straight pipe and having an additional minimum 5 pipe diameters of
straight pipe a/f_t er the fl ow meter. It is also recommended that the fl ow meter be located a/f_t er the fi lter. The following estimate is for two (2) new digital fl ow meters certifi ed, listed and labeled to ANSI / NSF 50 (included in the projects scopes on page 23 and 24).
(Estimated Cost- $9,000.00)
Image 19: No Waterline Depth Marker
Image 20: Example of A Digital Flow Meter
ADG
17 32
18 International Swim Center Swimming Pools Needs Assessment E. CODE ITEMS
1.21 Pools Leaking:
There are known underground piping leaks, as reported
by staff . At least one of the leaks is apparent by the water seeping into the pool pump pit from the underground
pipes adjacent to the pit. The drawings show all large
pool suction pipes to be concrete asbestos transite pipe.
These pipes are notorious for leaking in pool applications a/f_t er many years of service. Both the 50-Meter Pool and the Diving Pool have construction joints between the
pool walls and the pool fl oor, which can also be another common source of pool leaks. The leaks should be
sourced and repairs made. The following estimate is for leak detection and repairs (this item is included in the project scopes on pages 23 and 24).
(Estimated Cost- $100,000.00)
Image 21: Evidence of Leak in Pump Pit
ADG
18 33
19 International Swim Center Swimming Pools Needs Assessment F. MAINTENANCE ITEMS
2.2 50-Meter Pool Racing Platforms:
The 50-Meter Pool's Omega starting platform anti-slip
fi nish has worn off in many areas. These platforms should be repaired or replaced, unless they are eliminated as
noted in section 1.5. The following estimate is for anti-slip fi nish replacement for the starting platforms.
(Estimated Cost- $40,000.00)
The following
eight (8) items are maintenance items
for operations at the International Swim Center. A
suggestion of possible remedy and an opinion of
probable cost is given for most items. The itemized
estimates do not include general conditions and other
so/f_t costs that are typically added to any project for a total construction project cost. In the proforma section of this report the itemized costs are totaled to give
an example of a total project cost. In addition, many
maintenance items are impacted by rectifying code
items. As such, it may be diffi cult to approach each
suggested maintenance repair as an individual project.
ITEM DESCRIPTION PAGE #
2.1 50-Meter Pool Finish 19
2.2 50-Meter Pool Racing Platforms 19
2.3 Diving Pool Underwater Windows 20
2.4 Floors for Pools 20
2.5 50-Meter Pool Steps 21
2.6 DE Filters for Pools 21
2.7 Pools Heaters and Controllers 22
2.8 Dive Tower 22
2.1 50-Meter Pool Finish:
The 50-meter pool plaster fi nish is starting to fail with small areas of delamination. This deterioration will
accelerate over time. The plaster fi nish replacement
should be planned for the upcoming years. The National
Plasterers Association states that swimming pool plaster should be expected to last between 12-15 years under
normal conditions. As plaster ages water gets closer to the underlying structure of the pool shell and the result can be oxidation and deterioration of the steel rebar
which can increase the risk of leaks and structural failure of the pool shell. The following estimate is for a new
plaster and tile fi nish for the 50-Meter Pool (this item is included in the project scope on page 23).
(Estimated Cost- $738,000.00)
Image 22: Plaster Delaminating in 50-Meter Pool
ADG
19 34
20 International Swim Center Swimming Pools Needs Assessment
2.4 Floors for Pools:
It should be noted that the pool fl oors for both the
50-Meter Pool and the Diving Pool have a light steel
reinforcement accompanied with a 10/10 woven wire
fabric structure. As such, care should be taken if portions of the pool fl oor are removed for repairs in order to
prevent pool walls from failing.
F. MAINTENANCE ITEMS
Image 23: Aging Anti-Slip Finish on Racing Platforms
2.3 Diving Pool Underwater Windows:
The Diving Pool underwater windows are deteriorated
and starting to leak. These three 3'x 3' windows will
continue to deteriorate and require replacement or
elimination. These windows are not typically used in
modern aquatic centers. Given that nearly every person
has a camera on them within their mobile phones there
is a concern for inappropriate photos taken through the windows. With modern underwater cameras training aids
and underwater viewing can be accommodated without
the need for underwater windows. The underwater
windows should be removed and eliminated. The
following estimate is for removal of the windows.
(Estimated Cost- $160,000.00)
Image 24: Diving Pool Underwater Windows
ADG
20 35
21 International Swim Center Swimming Pools Needs Assessment
2.6 DE Filters for Pools:
Staff report that they must drain and clean the
diatomaceous earth fi lter systems every other week
or 26 times per year. To accomplish this the staff most close the 50-Meter and Instructional Pools every other
Tuesday from 6AM to 3PM and the Diving Pool every
other Wednesday from 6AM to 3PM to clean the fi lter
systems. New fully automatic high-rate sand fi lters
would eliminate this requirement for staff labor and
pool program closure. The following estimate is for new high-rate sand fi lter systems for each pool (this item is included in the project scopes on pages 23 and 24).
(Estimated Cost- $1,050,000.00)
2.5 50-Meter Pool Steps:
The 50-Meter Pool has recessed steps installed in the
midpoint of the 50-Meter long walls, which could be a
hazard to someone using the lane for fl ip turns. These recessed steps should be removed and replaced with
removeable ladders to avoid the potential hazard. The
following estimate is for a removal of the steps and an installation of removeable ladders (this item is included in the project scope on page 23).
(Estimated Cost- $10,000.00)
F. MAINTENANCE ITEMS
Image 26: DE FilterImage 25: Recessed Steps in 50-Meter Pool ADG
21 36
22 International Swim Center Swimming Pools Needs Assessment
2.8 Dive Tower:
The dive tower has been deteriorating for some time.
The structural viability of this tower will be addressed by others. In the meantime it should be noted that the
existing dive tower is constructed with 5-meter, 6.5-meter and 10-meter platforms. Current dive regulations require dive platforms of 5-meters, 7.5-meters and 10-meters.
2.7 Pool Heaters and Controllers:
Under current operations staff report that they have
had to replace the pool water heat exchangers three
(3) times in the last four years. The failure of these heat exchangers is typically due to chemical corrosion. New
chemical control and feed systems along with modern
titanium external heat exchangers should provide a
heating system with an expected life of 12 to 20 years. The following estimate is for replacement heating systems for the pools (this item is included in the project scopes on pages 23 and 24).
(Estimated Cost- $600,000.00)
F. MAINTENANCE ITEMS
Image 28: Diving Platform in TowerImage 27: Diving Pool Heater ADG
22 37
23 International Swim Center Swimming Pools Needs Assessment G. PROFORMA BUDGETS
The following proforma budget of the International Swim Center provides estimated costs to separate the comingled pools (50-Meter Pool and Instructional Pool). This project also addresses some of the code and maintenance concerns outlined in the report and improves pool operations. All repairs or replacements would be designed and constructed to current code standards.
International Swim Center
Separation of 50-Meter and Instructional Pool Co-Mingled Systems Proforma Budget Estimated Opinion of Probable Cost
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ITEM DESCRIPTION QTY UNIT UNIT PRICE EXTENSIONS
1.0 CONSTRUCTION COSTS
1.1 Remove and Replace Pool Deck & Deck Drains 20,000 SF 55.00$ 1,100,000.00$
1.2 New Under Pool Piping 50-Meter Pool 1 LS 180,000.00$ 180,000.00$
1.3 New 50-Meter Pool Main Drains 1 LS 50,000.00$ 50,000.00$
1.4 New 50-Meter Pool Underground Piping 1 LS 95,000.00$ 95,000.00$
1.5 New 50-Meter Pool Mechanical Equipment 1 LS 400,000.00$ 400,000.00$
1.6 Conversion of the Filter Pit to Pump Pit 1 LS 75,000.00$ 75,000.00$
1.7 New 50-Meter Pool Plaster and Tile 12,300 SF 60.00$ 738,000.00$
1.8 New 50-Meter Pool Surge Tank 1 LS 60,000.00$ 60,000.00$
1.9 New 50-Meter Pool Underwater Lights 32 EA 3,000.00$ 96,000.00$
1.10 New 50-Meter Pool Stairs 1 LS 60,000.00$ 60,000.00$
1.11 New Instructional Pool Main Drains 1 LS 60,000.00$ 60,000.00$
1.12 New Instructional Pool Underground Piping 1 LS 65,000.00$ 65,000.00$
1.13 New Instructional Pool Mechanical Equipment 1 LS 250,000.00$ 250,000.00$
1.14 New Instructional Pool Surge Tank 1 LS 10,000.00$ 10,000.00$
1.15 New Instructional Pool Plaster and Tile 3,150 SF 50.00$ 157,500.00$
1.16 New Instructional Pool Underwater Lights 7 EA 3,000.00$ 21,000.00$
1.17 New Instructional Pool Walk-Out Stairs 1 LS 60,000.00$ 60,000.00$
1.18 New ADA Access Both Pools 2 EA 15,000.00$ 30,000.00$
1.19 Subtotal 3,507,500.00$
1.20 General Contractor Mark-Up/Overhead 15% 526,125.00$
1.21 Construction Contingency Costs 10% 350,750.00$
1.22 Design Contingency 5% 175,375.00$
1.23 SUBTOTAL CONSTRUCTION & EQUIPMENT COSTS 4,559,750.00$
1.24 Construction Escalation 1 YRS 5.0% 227,987.50$
1.25 TOTAL CONSTRUCTION & EQUIPMENT COST W/ ESCALATION 4,787,737.50$
2.0 FF&E
2.1 Pool Deck & Safety Equipment (Allowance) 1 LS 30,000.00$ 30,000.00$
2.2 TOTAL FF&E 30,000.00$
3.0 NONCONSTRUCTION COSTS
3.1 Soft Costs 30% 1,445,321.25$
4.0 TOTAL ESTIMATED PROJECT COST 6,263,058.75$
ADG
23 38
24 International Swim Center Swimming Pools Needs Assessment G. PROFORMA BUDGETS
The following proforma budget of the International Swim Center provides estimated costs to replace the mechanical system and related piping for the Diving Pool to comply with turnover rates under current code. This project also addresses some of the code and maintenance concerns outlined in the report and improves pool operations. All repairs or replacements would be designed and constructed to current code standards.
International Swim Center
Diving Pool 6-Hour Turnover Rate Upgrade
Proforma Budget Estimated Opinion of Probable Cost
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ITEM DESCRIPTION QTY UNIT UNIT PRICE EXTENSIONS
1.0 CONSTRUCTION COSTS
1.2 New Under Pool Piping Dive Pool 1 LS 140,000.00$ 140,000.00$
1.3 New Dive Pool Main Drains 1 LS 50,000.00$ 50,000.00$
1.4 New Dive Pool Underground Piping 1 LS 95,000.00$ 95,000.00$
1.5 New Dive Pool Mechanical Equipment 1 LS 400,000.00$ 400,000.00$
1.6 Conversion of the Filter Pit to Pump Pit 1 LS 75,000.00$ 75,000.00$
1.7 New Dive Pool Plaster and Tile 4,500 SF 75.00$ 337,500.00$
1.8 New Dive Pool Surge Tank 1 LS 60,000.00$ 60,000.00$
1.9 New Dive Pool Underwater Lights 24 EA 3,000.00$ 72,000.00$
1.10 New ADA Access Both Pools 1 LS 15,000.00$ 15,000.00$
1.11 Subtotal 1,244,500.00$
1.12 General Contractor Mark-Up/Overhead 15% 186,675.00$
1.13 Construction Contingency Costs 10% 124,450.00$
1.14 Design Contingency 5% 62,225.00$
1.15 SUBTOTAL CONSTRUCTION & EQUIPMENT COSTS 1,617,850.00$
1.16 Construction Escalation 1 YRS 5.0% 80,892.50$
1.17 TOTAL CONSTRUCTION & EQUIPMENT COST W/ ESCALATION 1,698,742.50$
2.0 FF&E
2.1 Pool Deck & Safety Equipment (Allowance) 1 LS 30,000.00$ 30,000.00$
2.2 TOTAL FF&E 30,000.00$
3.0 NONCONSTRUCTION COSTS
3.1 Soft Costs 30% 518,622.75$
4.0 TOTAL ESTIMATED PROJECT COST 2,247,365.25$
ADG
24 39
25 International Swim Center Swimming Pools Needs Assessment G. PROFORMA BUDGETS
The following proforma budget of the International Swim Center provides estimated costs to replace all of the pools in-kind. All replacements would be designed and constructed to current code standards.
International Swim Center
Replacement Pools
Proforma Budget Estimated Opinion of Probable Cost
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ITEM DESCRIPTION QTY UNIT UNIT PRICE EXTENSIONS
1.0 CONSTRUCTION COSTS
1.1 Demo and Dispose of Pools and Pool Deck 1 LS 250,000.00$ 250,000.00$
1.2 New Dive Pool and Mechanical Equipment 6,150 SF 350.00$ 2,152,500.00$
1.3 New 10-Meter Dive Tower 1 LS 2,000,000.00$ 2,000,000.00$
1.4 New Dive Pool Dry Land Training Allowance 1 LS 500,000.00$ 500,000.00$
1.5 New Dive Pool Surge Tank 1 LS 60,000.00$ 60,000.00$
1.6 New 50-Meter Competition Pool & Mech. Equip. 12,300 SF 320.00$ 3,936,000.00$
1.7 New 50-Meter Pool Surge Tank 1 LS 60,000.00$ 60,000.00$
1.8 New 50-Meter Pool Competitive Equipment 1 LS 325,000.00$ 325,000.00$
1.9 New Instructional Pool & Mechanical Equipment 3,250 SF 305.00$ 991,250.00$
1.10 New Instructional Pool Surge Tank 1 LS 10,000.00$ 10,000.00$
1.11 All Pool Deck Equipment 1 LS 185,000.00$ 185,000.00$
1.12 New Pool Deck and Deck Drainage 20,000 SF 55.00$ 1,100,000.00$
1.13 New Pool Mechanical Space 1 LS -$ -$
1.14 Subtotal 11,569,750.00$
1.15 General Contractor Mark-Up/Overhead 15% 1,735,462.50$
1.16 Construction Contingency Costs 10% 1,156,975.00$
1.17 Design Contingency 5% 578,487.50$
1.18 SUBTOTAL CONSTRUCTION & EQUIPMENT COSTS 15,040,675.00$
1.19 Construction Escalation 1 YRS 5.0% 752,033.75$
1.20 TOTAL CONSTRUCTION & EQUIPMENT COST W/ ESCALATION 15,792,708.75$
2.0 FF&E
2.1 Pool Deck & Safety Equipment (Allowance) 0 LS -$ -$
2.2 TOTAL FF&E -$
3.0 NONCONSTRUCTION COSTS
3.1 Soft Costs 30% 4,737,812.63$
4.0 TOTAL ESTIMATED PROJECT COST 20,530,521.38$
ADG
25 40
26 International Swim Center Swimming Pools Needs Assessment H. SUMMARY
The International Swim Center has proudly served the Santa Clara and Bay Area communities. The pools and dive tower have provided many years of service. In their current condition, they are in need of extensive repairs or replacement to safely and eff ectively serve.
This document provides an assessment of existing conditions, recommendations for action and options that can be weighed by City staff . It is important to note that this document is based strictly on observations, original drawings and information provided by staff . No information found in this document is provided with any agenda other than fulfi lling the contractual obligations between LPA, Inc. and ADG.
On behalf of all of us at Aquatic Design Group we look forward to continuing to help LPA, Inc. and the City of Santa Clara in any way we can to ensure continued aquatic success.
Sincerely,
AQUATIC DESIGN GROUP , INC.
Image 28: Instructional Pool
ADG
26 END OF ADG ASSESSMENT FINDINGS.
41 LPA, INC.
STRUCTURAL
3.0 ASSESSMENT FINDINGS
3.0 ASSESSMENT FINDINGS
3.2 LPA, Inc.
3. 2.1 St ructural
3. 2.1.1 Bu ilding A - Main Building/
Locker Room
3. 2.1.2 Di ver Tower and Viewing
Windows
3. 2.1.3 Lar ge Canopy over Bleachers
an d Building D Tower
3. 2.1.4 Bu ilding B and C - Restroom and
Concessions
3. 2.1.5 Bu ilding E,F, and G
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 42 3.0 ASSESSMENT FINDINGS
STRUCTURAL ASSESSMENT FINDINGS
October 19, 2023
International Swim Center, Santa Clara, CA
Structural Assessment
1. Building A – Adminis tration Building
a. The c enter Rotunda requires lateral
load resis ting system. Existing
corner w ood posts are not
sufficient as lat eral load resisting
system.
b. Along the 4 wings of the building,
continuous cler estory windows
occ ur along all perimeter walls.
As the result, the shear w alls are
discontinued fr om the roof
framing. W ood posts cantilever
ov er wall panels to resist lateral
loads from the r oof. This type of
lat eral load resisting system is
not permitted in c urrent code.
Further re view required to retrofit
the lat eral load resisting system.
c. Some exposed s teel posts are
badly rust ed at the base and shall
be replaced.
d. Pres s box structure above the club
office wing does not ha ve defined
lat eral load resisting system on 4
sides of walls.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 43 3.0 ASSESSMENT FINDINGS
e. The r ed tagged Women’s shower
and Men’s sho wer addition should be
demolished and replac ed. The
exis ting wood studs have been
sev erely damaged by steam piping
leakage.
2. Diver T ower
a. St eel stair inside the dive tower is
sev erely rusted and some
connections ar e damaged. Stair is
unsafe t o use.
b. Concr ete curb adjacent to the stair
opening is crack ed and exposed
rebar is se verely rusted.
c. Diving platf orms at the start
of the cantilev ers have observed
crack s on the top surface
concr ete structural slab. Concern
that w ater will get into these
crack s and cause rusting to the
rebars. R ecommend removing
the floor co ver to further evaluate
the exis ting condition.
d. Basic structur al system is
reasonable . There are a lot of shear
walls f or the size of the structure.
Concr ete shear walls are in general
good condition.
ICS facility staff mentioned the
tower seems to have settled during
some recent earthquake. They
said they cannot pull the electric
cable to change the pool lights
along the wall adjacent to the dive
tower foundation. The facility staff
suspected the pile foundation
settlement obstructed the cable.
Some moderate cracking observed
on the concrete platform at the base
of the dive tower structure. These
cracks may indicate some settlement
of the structure. However, whether
the settlement is contributing to the
light issue is unknown.
3. Building B – Res troom/Concessions.
a. Exposed glue-laminat ed fascia
beams appears to be delamina ted
at man y places on the surface.
This member ma y not be structural
in natur emay not affect the
integrity of the s tructure.
4. Building D – Canopy T ower.
a. Sev ere rusting is found on the
roof dr ain gutter along the
perimeter of the canop y roof.
These r oof drain gutter are made
of light gauge sheet metal. Some
damaged gutters poses f alling
hazards t o the building or walkway
below.
e.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 44 3.0 ASSESSMENT FINDINGS
b. Roof trus ses of the canopy roof
appear in reasonably sound
condition. Some of the c over
coa ting has been worn off and
exposed the base primer . The
original primer appears to be in
reasonable shape with minor
rusting observed.
c. The canop y tower access structure
that houses the ac cess ladder to
the top of r oof deck is badly
damaged. Sev ere water damage
and dryw all cracks are observed on
all walls of the s tructure. Rusting of
metal stud bott om tracks are
observed. Metal s tud walls
enclosed by the gypsum w all
board ar e anticipated to be badly
rust ed as well. This is a stand-alone
structur e without connection to
the roof s tructure. The
gra vity and lateral load resisting
sy stem is primarily metal studs and
dryw all. With the severity of the
damage observed, mos t of the
lat eral load resisting system have
been compr omised, it is unsafe to
be inside the structur e.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 45 3.0 ASSESSMENT FINDINGS
d. Ther e are (8) steel cantilever
columns supporting the entir e roof
structur e. Columns are most likely
not in complianc e with the current
building code s tandard and should
be ev aluated. An additional steel
member, or r einforcing the existing
member by w elding new member,
will be requir ed to strengthen the
exis ting structure. Further analysis
will be requir ed to provide
recommendations.
5. Canopy Bleachers
a. Metal stud w alls behind the
aluminum bleachers appears to be
rust ed and indicates signs of water
damage. S tuds shall be replaced
and protected.
b. Sev ere concrete cracks on steps
are f ound along south end of the
bleacher. E vident of differential
settlement is observed.
Geotechnical engineer should
re view the existing soil condition
and pro vide recommendations.
6. Building E – Tr aining Room and Storage
a. This one-s tory building constructed
of wood r oof framing and
reinf orced concrete masonry wall
around perimet er is in generally
good condition.
7. Building F – Maintenanc e Storage
a. Similar cons truction as Building E
with wood r oof framing and
concr ete masonry walls, the
building is in generally good
condition.
8. Building G – Park Maint enance Storage
a. This one-s tory building constructed
of wood r oof framing over
plyw ood shear walls on all side of
the building. A continuous
cleres tory window along
the north and south wall of the
structur e. The shear wall are
discontinuous betw een roof and
top w all. Wood posts connect the
roof t o the shear wall. This system
do not meet the curr ent code
requirement.
b. Evidenc e of water damage
observed a t the plywood shear
wall near the sill pla te.
END OF STRUCTURAL
ASSESSMENT FINDINGS.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 46 LPA, INC.
ARCHITECTURE
3.0 ASSESSMENT FINDINGS
3.0 ASSESSMENT FINDINGS
3.2 LPA, Inc.
3. 2.2 A rchitectural
3. 2.2.1 Fa cility and Site Egress Review
3. 2.2.2 Pl umbing Code Review
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 47 BLEACHERSVIEW
WINDOWS
DIVE
TOWER
BLDG B.
RESTROOMS
CONCESSIONS
CANOPY
BLEACHERS
BLDG D.
CANOPY
TOWER
BLDG F.
MAINT.
STORAGE
BLDG G.
PARK
MAINT.
STORAGE BLDG C.
RESTROOMS
CONCESSIONS
BLDG A.
MAIN ENTRY
BLDG E.
TRAINING
ROOM AND
STORAGE
COMPETITION
POOL
WARM UP
POOL
DIVING
WELL
SITE KEY PLAN
3.0 ASSESSMENT FINDINGS
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 48 4'-8 3/8"
50'-0"
14'-1/2"
5'-6"
4'-10"
4'-10 1/2"
5'-1" 5'-0"
5'-10 1/2"
5'-0"4'-8 1/2"
5'-1/2"
5'-11 1/4"
6'-2"
4'-6" 6'-2"
7'-10"
13'-1 1/2"
14'-2 1/2" 14'-0"
8'-2"
9'-8"
4'-0"
4'-0"
4'-1/2"
14'-2" 14'-3"
10'-9 1/2"
10'-9 1/2"
59'-9"
L: 59.75'
Row: 10
CAP: 398
L: 50'
Row: 10
CAP: 333
45'-0"
L: 45'
Row: 7
CAP: 210
60'-0"
L: 60'
Row: 5CAP: 200
55'-6"
L: 55.5'
Row: 7CAP: 259
58'-9" L: 58.75'
Row: 5
CAP: 196
58'-9"
L: 58.75'
Row: 7
CAP: 274
60'-0"
L: 60'
Row: 5
CAP: 20055'-9"
L: 55.75'
Row: 7
CAP: 260
17,962.83 sf
6'-0"6'-0"
4'-10"
3'-0"3'-6"
3'-8 1/2"
3'-6"
? ? ?
? ????
BLEACHER CAPACITY: 398
BLEACHER CAPACITY: 3,204
TOTAL BLEACHER CAPACITY: 3,602
DECK CAPACITY: 1,198
4,795.703 sf
12,915.97 sf
3,416.86 sf4,796 SF 12,916 SF 3,417 SF
CAPACITY: 96 CAPACITY: 259 CAPACITY: 69 TOTAL POOL CAPACITY: 424 17,963 SF
TOTAL CAPACITY: 5,224
4'
EXIT EGRESS ANALYSIS
OCCUPANCY LOAD CALCULATIONS - BLEACHERS, POOLS, AND POOL DECKS 49 REQUIRED FIXTURES
EXISTING FIXTURES
EXISTING BLDG A FLOOR PLAN
SOUTH SHOWER ROOMS
EXISTING BLDG C FLOOR PLAN
RESTROOMS & CONCESSIONS
PER 2022 CPC
EXISTING BLDG A FLOOR PLAN
NORTH SHOWER ROOMS
EXISTING BLDG B FLOOR PLAN
RESTROOM & CONCESSIONS
WATER CLOSET
WATER CLOSET
10 8
32 13
MEN’S
MEN’S
WOMEN’S
WOMEN’S
URINALS
URINALS
14 7
0 0
LAVATORIES
LAVATORIES
14 8
18 8
DRINKING
FOUNTAINS
DRINKING
FOUNTAINS
14 12
3.0 ASSESSMENT FINDINGS
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 50 Architectural Assessment – Occupancy, Egress
Analysis, and Plumbing Code Compliance.
The Santa Clara International Swim Center is
a facility that was built in 1967. The original
constitution would have followed that year’s
respective building code requirements. Following
new and current codes, which are required
for the planning review, the building creates
several violations that trigger the facility to be
uninhabitable and unsafe until substantial changes
are made. Our current review process looks at
3 minimum factors that are requirements in this
upgrade: Occupancy, Egress, and Plumbing
Count.
The current occupancy, classified per the CBC
2022, categorizes the facility under the A3 and A5
occupancy. This creates a total occupant count of
5,224 occupants, inclusive of the bleachers, bodies
of water, and pool deck with minimal occupancy
within the supporting structures. Per the CBC
2022 This capacity at the main event area nears
the pools and bleachers requires a minimum of
4 complaint exits and a total combined exit width
of 87 feet spread throughout all exits.
Observation of the current conditions shows that
the facility has a total combined exit width of
roughly 45 linear feet, which is nearly half of the
requirements needed for an event. Of the 45 feet
only (2) gates of approximately 8 feet in width
have code-compliant egress gate and hardware
for pedestrians. However, two gates with proper
hardware are locked by chains and padlocks at
all times making them non code-complaint. The
remaining exits are not pedestrian gates and are
currently used like maintenance gates that are not
valid exits when closed.
Based on how the facility currently operates, the
main exit path is not in compliance with California
Building Code for safe emergency egress. All
users are required to enter and exit through a
single entry within the main entry building. In an
emergency, the main path of egress divides into
two directions, only to funnel the two paths back
into the buildings in one main exit path. This is not
3.0 ASSESSMENT FINDINGS
ARCHITECTURAL ASSESSMENT FINDINGS
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 51 3.0 ASSESSMENT FINDINGS
ARCHITECTURAL ASSESSMENT FINDINGS
compliant with code and a life safety hazard
during an emergency.
Should the two site exits off of the main pool deck
that have panic hardware be unchained during
use, then the pool deck is partially compliant,
allowing a maximum number of occupants
of 380 or less. If the gates are not unchained
during use, then the maximum occupancy of this
facility would be 49 occupants, utilizing the front
entrance only.
Based on the occupancy, the building code
requires that any event with less than 500
occupants would need to have two functional
and unchained exits with panic hardware. Having
more than 500 occupants would require three
exits with panic hardware and the proper widths.
Having 1,000 or more occupants would need to
have four exits minimum that have panic hardware
and the proper amount of exit widths.
Our findings show that it is needed to have
additional exit lengths to total 87 feet and a
minimum of four exits with panic hardware, per
the 2022 California Building Code.
Based on the current plumbing fixtures combined
from Main Building A Locker Rooms and the
supporting Restroom and Concessions, the
plumbing fixtures are greater than 50 percent
deficiency from what would be needed at full
capacity. Both the size of the restrooms and
lockers rooms and quantity of fixtures would
need to be increased to meet plumbing fixture
requirements. However, this is not possible in
the current footprint of the existing building
and will require additional square footage in
order to achieve the minimum plumbing fixture
requirements.
END OF ARCHITECTURAL
ASSESSMENT FINDINGS.
OPTIMIZED EGRESS PLAN
CURRENT EGRESS PLAN
ACTIVE EXITS
OCCUPIED SPACE
LOCKED EXITS
ADDITIONAL EXITS
NEEDED
EXIT PATH
EXISTING CHAINED EXIT
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 52 SIMPSON GUMPERTZ
& HEGER
3.0 ASSESSMENT FINDINGS
3.3 Simpson Gumpertz & Heger (SGH)
3. 3.1 Bu ilding A - Main Building/Locker Room
3. 3.2 Di ver Tower and Viewing Windows
3. 3.3 Po ol Deck
3. 3.4 Lar ge Canopy over Bleachers and
Bu ilding D Tower
53 SGH ASSESSMENT FINDINGS
3.0 ASSESSMENT FINDINGS
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 73 54
TABLE OF CONTENTS
CODES & STANDARDS
ROOFS
EXTERIOR WALL CLADDING & FENESTRATIONS
SHOWER FACILITIES IN BUILDING A
CANOPY BLEACHER STRUCTURE
DIVE TOWER
CONCRETE STRUCTURES & COMPONENTS
CONCRETE STADIUM BLEACHERS & STEPS
STEEL STADIUM ROOF
55 3.0 ASSESSMENT FINDINGS
CODES & STANDARDS ROOFS
For purposes of this report, compliance with
current codes and industry standards will be used
to evaluate the condition and performance of the
Facility. We also reviewed and considered project-
specifi c documents, such as architectural drawings
and condition assessment reports prepared by
others. The documents we considered in our
analysis include:
• 2022 California Building Code (CBC)
• ASTM E2018-15, Standard Guide for Property
Condition Assessments: Baseline Property
Condition Assessment Process
• 2023 TCNA Handbook for Ceramic, Glass, and
Stone Tile.
• Facility Condition Assessment Report for
the International Swim Center prepared by
Kitchell for the City of Santa Clara, CA dated 31
January 2018.
• ASTM E797/E797M-21, Standard Practice for
Measuring Thickness by Manual Ultrasonic
Pulse-Echo Contact Method
• ASTM A168: Tentative Specifi cation for
Corrosion Resistant Iron-Chromium and Iron-
Chromium-Nickel Alloy Castings for General
Application
• ASTM D4580/D4580M-18, Standard Practice
for Measuring Delaminations in Concrete
Bridge Decks by Sounding
On September 27th, 2023, Christine Diosdado, P.E.
and Jesse Sipes, P.E. of SGH, conducted a visual
evaluation of roofs, exterior siding, fenestrations,
and shower rooms.
Building A contains low-slope, built-up roofs
with a gravel surfacing and steep-slope roofs
with architectural asphalt shingles. An octagonal,
steep-slope roof covers the main reception/
administration area and saw-tooth roofs extend
over the Men’s and Women’s Showers. The
remaining areas of the building (i.e., offi ces,
mechanical rooms, club offi ces, and the Men’s and
Women’s dressing rooms) are covered by a built-
up roof with a gravel ballast.
Other buildings on site (i.e., Buildings B, C, E, F
& G) have low-slope, built-up roofs with a gravel
surfacing.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 75 3.0 ASSESSMENT FINDINGS
56 3.0 ASSESSMENT FINDINGS
Site Observations & Code Violations
During SGH’s site inspection, we noted the following
conditions and code violations:
Low-Slope Roofs
• The low-slope roof at Building A has 16 “skylight”
openings with no cover, safety barrier, or safety
markings. These unprotected roof openings pose
a potential fall hazard to the ground level below
(Appendix A, Photo 1) and violate the current
Code: Section 3212 of the California Code of
Regulations (CCR), Title 8 requires roof openings
to be guarded by a cover or a guardrail on all
sides of the roof opening. This safety hazard is
exacerbated by the ease of roof-level access,
where a single fl ight of stairs leads directly to the roof (Appendix A, Photo 2). There are no locked
gates or restrictions to the roof level.
• The perimeter of the low-slope roof has no
safety barriers, tie-off s, or edge delineation. This
condition poses a fall hazard, especially given
the unrestricted, roof-level access. This condition
also violates the current code: Section 3210
of CCR, Title 8 requires guardrails along roof
edges more than 30 inches above the ground.
Alternatively, a zone along the roof edge can
be marked to discourage anyone from walking
within that zone, but zone marking alone is not
code-compliant.
• No walkway pads exist leading to the mechanical
equipment. Walkway pads delineate safe paths
of travel on roofs and reduce foot traffi c on the
roof surface, thereby reducing wear and tear.
• Approximately 40% of the built-up roof exhibits
signs of distress and inadequate drainage, such
as bar spots and cracked plies and asphalt.
• Debris (e.g., dislodged asphalt shingles,
swimming attire, wood crates) exists on the roof
(Appendix A, Photo 3).
• Missing pipe insulation.
• Sheet metal fl ashings, rooftop mechanical
equipment, and other metal roof components
exhibited moderate to severe corrosion and rust.
• Wide parapet caps and rooftop mechanical
chutes exhibited oil canning (i.e., visible,
wavy distortion that aff ects cold-rolled metal
products) (Appendix A, Photo 4).
• The roofs on Buildings B, C, E, F, and G also
exhibited signs of wear and tear, such as worn
areas and cracked plies.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 76 57
3.0 ASSESSMENT FINDINGS
Steep-Slope Roofs
• Approximately 60-70% of the composite,
asphalt shingles at the saw-tooth roofs are
inadequately adhered and could be lifted with
relative ease. These poorly adhered shingles
occur along the rake edge and within the fi eld
of the roof (Appendix A, Photos 5 & 6). Algae
growth exists on the downslope edges of
asphalt shingles (Appendix A, Photos 7 & 8).
• Approximately 70% of the asphalt shingles we
checked at the octagonal, steep slope roof are
dislodged or inadequately adhered. Most of
the asphalt shingles on the hips are dislodged,
missing, or have signifi cant granular and •
The missing shingles on the hips align with the
ceiling cracks, nail pops, and bubbling in the
gypsum wallboard below (Appendix A, Photos
9 & 10).
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 77 58
3.0 ASSESSMENT FINDINGS
Service Life Assessment
According to the architectural drawings prepared
by Prodis Associates Architects dated 16 June
1999, the low-slope and steep-slope roofs over the
Men’s and Women’s showers and dressing areas
are identifi ed as a “new,” part of a 1999 expansion
project. Therefore, these roofs are 24 years old. The
remaining low-slope and steep-slope roofs, which
are labeled as “existing,” appear to be from the
original 1966 construction, making them 57 years
old. The typical lifespan for architectural asphalt
shingles ranges from 20 to 30 years . The typical
useful life for built-up roofs is 20 to 30 years, with
some lasting as long as 40 years.
Conclusions & Recommendations
The roofs at this Facility exhibit signifi cant distress and deterioration. Further, the roofs are beyond
their useful service life, particularly the low-slope,
built-up roofs. Lastly, the layout and confi guration
of the low-slope roofs near openings and along the
perimeter fail to comply with current safety codes
and standards. Given the current condition and
confi guration of the roofs and roof accessories, we
recommend wholesale removal and replacement
with code-compliant roofs.
• Sheet metal fl ashings, rooftop mechanical
equipment, and other metal roof components
exhibit moderate to severe corrosion and rust
(Appendix A, Photos 11 & 12).
• Sealant repairs at fl ashing were splitting and
deteriorated (Appendix A, Photo 13).
• Incomplete integration of roof fl ashing to
stucco-clad walls results in sizeable gaps and
exposed stucco lath and accessories (Appendix
A, Photo 14).
• Signifi cant wood decay occurs at common and
hip rafter exposed ends (Appendix A, Photos 15
& 16).
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 78 59
over metal lath over 2 layers of building paper. The
two layers of building paper are intended to serve
as the code-mandated, water-resistive barrier
(WRB) for the stucco wall assembly. The remaining
exterior walls including the T-1-11 siding of Building
A, which are labeled as “existing,” appear to be
part of the original 1966 construction, making them
57 years old.
Site Observations & Code Violations
During SGH’s site inspection, we noted that
several cuts had been made in the perimeter walls
outboard of the Men’s and Women’s showers and
were covered with plywood, painted to match the
surrounding stucco. To determine the as-built wall
assembly and the current condition of the exterior
wall components, we asked that the plywood be
removed. Upon removal of the plywood, we noted
the following conditions and Code violations:
Stucco Wall & Aluminum Framed Windows
• Signifi cant and extensive decay and cross-
sectional loss of the load-bearing wood studs.
• Extensive and signifi cant decay of the
exterior plywood sheathing behind the stucco
assembly.
• Extensive corrosion and signifi cant cross-
sectional loss of metal components (i.e., copper
pipes, metal tracks, nails, and metal lath).
The exterior walls of Building A are clad with T1-11
plywood siding, 3-coat stucco (cement plaster), and
roughcast stucco. The clubhouse offi ce and the south and north walls of the multi-purpose area are clad
with T1-11 plywood siding. The mechanical wing and
the west wall of the multi-purpose room are clad with
roughcast stucco, and the remaining exterior walls are
covered with standard, 3-coat stucco.
Buildings B, C, E, F, and G are also clad predominantly with stucco.
According to the architectural drawings prepared
by Prodis Associates Architects dated June 16th,
1999, the stucco walls enclosing Men’s and Women’s
showers and dressing areas are identifi ed as “new,”
built during the 1999 expansion. The wall details on
Sheet AD3 require the installation of cement plaster
3.0 ASSESSMENT FINDINGS
EXTERIOR WALL CLADDING & FENESTRATIONS
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 79 60
3.0 ASSESSMENT FINDINGS
• The soil erosion behind the canopy bleachers
and around the canopy tower has caused vertical
off sets in the concrete walkway, excessive stucco
cracks at the canopy bleacher walls (Appendix
A, Photo 23) and shifted the walkway and the
roof deck downspouts (Appendix A, Photo 24).
• The weep screed abuts the concrete fl atwork
(Appendix A, Photo 25) or is less than 4 in. from
grade (Appendix A, Photo 26). Section 2512.1.2
of the 2022 CBC requires a 2 in. clearance
between a weep screed and hardscape and a 4
in. clearance between a weep screed and grade.
The current condition violates the code.
• Missing building paper layers, which means there
is no code-required, water-resistive barrier.
• Stucco cracks, spalls, and patches at all stucco-
clad buildings.
• Water stains on stucco soffi ts with no soffi t drip screed or other provision to weep.
• The aluminum windows and storefronts
at Building A show signs of wear and tear,
including deteriorated glazing seals and gaskets
(Appendix A, Photos 17 & 18).
• Signifi cant wood decay at exterior window trim
(Appendix A, Photo 19)
• Extensive corrosion and deterioration at exterior
hollow metal doors (Appendix A, Photo 20).
We also documented the condition of the stucco
walls at Building D, the Canopy Tower, and noted the
following conditions and code violations:
• Extensive cracks throughout the stucco wall
forming a checkerboard pattern (Appendix A,
Photo 21). We also noticed pronounced buckling
of the walls and large stucco spalls, most likely
from soil settlement in this general vicinity
(Appendix A, Photo 22).
•
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 80 61
3.0 ASSESSMENT FINDINGS
Service Life Assessment
The typical lifespan for T1-11 plywood siding
ranges from 20 to 30 years, assuming it is painted
every 10 years. The T1-11 siding at the ISC Facility
is well beyond its useful life, as evidenced by
the signifi cant decay and cross-sectional loss
described above. All T1-11 clad walls need to be
removed and replaced, along with any decayed
wood framing members within the wall cavity.
Aluminum-framed windows have a typical
service life range of 15-20 years or up to 30 with
proper maintenance . The aluminum windows
and storefronts are well beyond their useful life,
as evidenced by loose/short exterior gaskets
and deteriorated glazing sealant. The aluminum
windows and storefronts should be removed
and replaced with products meeting the water
penetration resistance required for this area and
application.
While stucco can provide as a serviceable cladding
for over 50 years if design and maintained
properly, the stucco walls at the Facility are
exhibiting signs of water damage, such as cracking,
spalling, staining, and mildew growth. We also
did not observe any water-resistive barrier in the
destructive opening through the stucco assembly.
If the other stucco-clad walls at Building A have no
water-resistive barrier), then all stucco-clad walls
will need to be removed and rebuilt.
SHOWER FACILITIES IN
BUILDING A
Building A contains Women’s and Men’s showers
which were built as part of the 1999 expansion
project. According to Kitchell’s Facility Condition
Assessment Report dated January 31st, 2018,
“dripping water was present at the bottom of
exterior walls by the showers of the addition,
indicating water leakage through the exterior
wall.” Previously, the City evaluated these reported
leaks and made several interior and exterior
wall openings at these showers. Based on their
observations of leaking pipes and signifi cant wood
decay of vertical load-bearing framing, the City
closed access to the Men’s and Women’s shower
T1-11 Siding
During SGH’s site inspection, we noted the following
conditions and code violations:
• The Clubhouse and multi-purpose wing walls
exhibited signifi cant wood decay forming large
holes in T1-11 siding. The holes in the T1-11 siding
expose a single layer of Type B building paper over
an open wood stud cavity.
• The wood trim throughout the complex,
particularly the T1-11 siding, which is signifi cantly decayed and covered with fl aking paint. We were
able to push the awl into the trim with relative
ease.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 81 62
3.0 ASSESSMENT FINDINGS
enclosures.
According to the architectural drawings prepared
by Prodis Associates Architects dated 16 June 1999,
the interior shower walls consist of ceramic tile over
a mortar bed, lath, and membrane on stud framing.
However, the type of membrane is not identifi ed in
the drawings.
Site Observations & Code Violations
During SGH’s site inspection, we noted the following
conditions and code violations:
Showers
• Sizeable cracks in the ceiling and wall fi nishes
(Appendix A, Photos 27 & 28) and cracks and
gaps within the tile assembly particularly at
inside wall corners and at tile ledges (Appendix
A, Photo 29). The location and pattern of
cracking indicate wall movement.
• Water stains and chipped paint exist on the non-
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 82 63
3.0 ASSESSMENT FINDINGS
Two layers of building paper fail to meet this
requirement.
Conclusions & Recommendations
The Men’s and Women’s showers in Building A
exhibit signifi cant structural distress and water
damage. Further, the exterior and interior wall
assemblies fail to comply with current building
code and standards. Given the current condition
of these showers, we recommend wholesale
demolition and reconstruction of these spaces
with code-compliant showers and perimeter wall
assemblies.
Metal Structures and Components
On September 27th, 2023, Alan Humphreys of
SGH, an AMPP-certifi ed Corrosion Engineer,
conducted a visual corrosion evaluation of the
metal structures and components at the Facility.
He also measured the thickness of select metal
components using an ultrasonic thickness (UT)
gauge to evaluate section loss due to corrosion.
tiled portion of the shower enclosures, indicative of
water damage (Appendix A, Photos 30, 31 & 32).
• Debonded ceramic tiles expose a discolored and
discontinuous mortar bed (Appendix A, Photos 33
& 34)
• Pronounced effl orescence and discolored residue
exist along the base of the tile walls, around
shower escutcheon plates, and at tile grout lines
(Appendix A, Photos 35, 36 & 37) indicative of
water leakage through the tile assembly.
• At an interior wall opening, we observed ceramic
tile over a mortar bed over expanded wire lath
over 2 layers of grade D building paper. It appears
that these two layers of building paper were
installed as the shower membrane. Current shower
wall standards require a waterproofi ng membrane
inside the shower area extending the full height of
the tile assembly and water vapor management.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 83 64
CANOPY BLEACHER STRUCTURE
3.0 ASSESSMENT FINDINGS
SGH inspected the canopy bleacher structure,
including the support columns, support truss
structure, canopy panels, and canopy tower. During
our visual inspection and UT testing, we noted the
following:
Canopy Columns
• The eight columns supporting the canopy truss
structure appear to be in good condition. The
base coating of these columns is well adhered
to the steel substrate, but the top coating is
delaminating in discrete, localized areas. We
did not observe any signifi cant corrosion of the
steel substrate, even at the low point where the
columns intersect the concrete bleacher steps. • UT measurements taken at the base of the eight columns (1 in. to 6 ft above the bleacher
steps) show no signifi cant variations in the steel
thickness with height or between the columns.
Refer to these UT measurements in Table 1.
These consistent thickness measurements
indicate little to no corrosion of the inner surface
of the tubular columns.
Canopy Support Truss Structure
• A truss structure supports canopy panels and
the now obsolete solar heating panels and
tubing. The truss structure consists of steel
I-beams and channels with welded and bolted
connections.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 84 65
3.0 ASSESSMENT FINDINGS
Canopy Panels and Gutters
The corrugated canopy panels are connected by
bolts to the bottom of the truss structure. We
inspected approximately 10% of the topside of the
canopy, and noted the following:
• The canopy panels appear to be in relatively
good condition with the original coating on the
top surface of the panels intact and no crevice
corrosion between the fasteners and roof
panels.
• The canopy support truss structure generally
appears to be in good condition. The base coating
is well adhered to the steel, but the top coating is
delaminating.
• We did not observe any signifi cant corrosion
(section loss) in the structural steel or fasteners in
the areas we inspected.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 85 66
3.0 ASSESSMENT FINDINGS
• Infrequent and discrete locations in the
trough of the panels with through-thickness
corrosion occur. Leaves and other debris have
accumulated throughout the troughs of the
roof panels, but there did not appear to be a
correlation between debris accumulation and
corroded areas. The corrosion is highly localized
(less than 12 in.) with the coating immediately
adjacent to these locations in relatively good
condition.
• The gutters along both edges of the roof are
completely corroded with cross-sectional loss at
multiple sections.
Canopy Tower
The canopy tower (Building D) contains metal
components such as the staircase, railings, pipe
risers, doors, and frames. We noted the following:
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 86 67
3.0 ASSESSMENT FINDINGS
Lab Analysis
We conducted laboratory analysis on (top) coating
samples from a canopy support column and
canopy support truss structure. We used Energy
Dispersive Spectroscopy (EDS) to determine
the chemical composition of both coatings and
determine whether lead is present. We did not
detect the presence of lead in either coating.
Conclusions & Recommendations
The canopy support columns and canopy support
truss structure appear to be in good condition.
We recommend stripping the current coating and
recoating them with a two-part epoxy coating. We
did not detect lead in our coating analysis at these
locations. The localized corrosion on the canopy
panels is likely due to original local coating defects
rather than debris accumulation and ponding
water. These local areas could be cut out and
replaced, with the remaining panels stripped and
recoated. However, it might be more cost-eff ective
to replace these panels. The canopy gutters are
corroded past their useful life and should be
replaced with a non-metallic gutter system. The
canopy tower appears to be in good condition
and no work is required on the stairs or railings.
The corroded door and frames should be replaced
with components that are designed for external
exposure. The solar heating pipe risers should be
removed, and the local deformation of the roof
panels repaired.
• The two riser pipes for the redundant solar heating
system appear to have subsided into the ground.
These have, in turn, pulled down adjacent pipe
supports on the roof, resulting in deformation of
the roof panel connected to these supports.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 87 68
The dive tower consists of metal components such
as a staircase, stair handrails, platform railings, and doors. We noted the following:
Dive Tower Staircase
• The dive tower staircase is in poor condition with
extensive corrosion, particularly on fl at surfaces
and crevices. Welds are also corroded with the
lower section more heavily corroded than the
upper section.
• Many of the original coatings have completely
delaminated, resulting in a signifi cant
accumulation of corrosion products.
• Areas of white corrosion products exist
underneath delaminated sections of coating.
DIVE TOWER
3.0 ASSESSMENT FINDINGS
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 88 69
Dive Tower Viewing Windows
We inspected the dive tower viewing windows,
located beneath the pool deck, and noted the
following:
• The window frames are not coated and appear
to be galvanized steel.
• The adjacent concrete is cracked with evidence
of water seepage and a small, active leak at
one location.
• The top and side elements of the galvanized
frames are heavily corroded.
Dive Tower Platform Railings
• The railings along the edge of the dive tower
platforms appear to be in good condition with
intact coatings and no visible corrosion. However,
we observed coating loss and corrosion at the
base of the railings at the plane of the pool deck.
• We were unable to conduct UT measurements
at these locations, but using a knife to remove
corrosion products we measured corrosion loss of
at least 1/8 in.
3.0 ASSESSMENT FINDINGS
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 89 70
Conclusions & Recommendations
The dive tower staircase is heavily corroded and
should be replaced. The white corrosion products
that we observed suggest that underneath the
coating, the metal substrate is galvanized, which
is not a suitable coating for structures such as
these which are frequently wet and enclosed in
a humid environment. We recommend removing
and replacing it with a code-compliant structure
fabricated from a corrosion-resistant alloy, such as
316 stainless steel.
The railings on the dive tower platforms are
corroded at their base, which has likely aff ected
their structural integrity. The railings should also be replaced with a code-compliant structure fabricated
from a corrosion-resistant alloy.
The galvanized window frames at the viewing
area are heavily corroded due to water infi ltration
through the concrete. We recommend that once the
concrete has been repaired and waterproofed, these
frames are replaced with frames fabricated from a
corrosion-resistant alloy such as 316 stainless steel.
Building A Canopy Supports
We inspected the metal poles that are supporting
the Building A canopy and noted the following:
• The posts, particularly at deck level, exhibit
coating failure and localized corrosion of up to
50%.
Conclusions & Recommendations
The Building A canopy supporting poles have
corroded at several locations, especially at their
base, with thickness loss of up to 50%. We
recommend that these poles be replaced with
carbon steel posts coated with a 2-part epoxy
system
.
3.0 ASSESSMENT FINDINGS
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 90 71
Conclusions & Recommendations
We observed localized corrosion staining around
the pool deck at crack locations, suggesting
that localized rebar corrosion is occurring. Local
concrete repairs and waterproofi ng the deck
should eliminate this corrosion.
General Pool Deck
We conducted a brief inspection of the general deck
around the diving well and competition pool and
noted the following:
• The concrete deck is cracked with occasional
corrosion staining.
• The pool tiles at the waterline are corroded.
3.0 ASSESSMENT FINDINGS
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 91 72
On September 27th, 2023, Anindya Dutta, Ph.D.,
S.E. and Megan Ladd, S.E. of SGH conducted a
visual evaluation of the concrete structures and
components at the Facility.
Concrete Pool Deck
The concrete pools and decks at Santa Clara Swim
Center were designed and constructed circa 1966.
Based on available drawings from the diving pool,
we understand the pool construction to consist of
varying thickness reinforced concrete walls with a
thickened concrete bond beam at the top of the
pool wall. The base of the pool is constructed of
a 6-inch reinforced concrete slab on grade with a
thickened edge at the wall support (Figure 1).
The decks surrounding the pools are constructed of
4- and 6-inch reinforced concrete slabs bearing on a
minimum of 4 inches of drain rock or gravel. The sole
section of the pool deck featuring an elevated slab is
the approximately 24 feet by 16 feet section located
to the east of the diving pool in the Viewing Room
Area (Figure 2).
The elevated slab spans between an upturned edge
beam and the bond beam at the top of the pool
wall, with a cold joint between the slab and the bond
beam as indicated in the original drawings (Figure 3)
3.0 ASSESSMENT FINDINGS
CONCRETE STRUCTURES AND COMPONENTS
Figure 1: Section at Viewing Room
Figure 2: Plan of Diving Pool
Figure 3: Section Bond Beam at Viewing Room
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 92 73
• The topside of the elevated deck slab above
the viewing room has patching mortar applied.
SGH detected delamination of the patch
material when performing a chain drag.
• The underside of the viewing room elevated
slab has a large crack running longitudinally
along the slab. The crack is beginning to initiate
spalls, representing a safety hazard. Outside
of the spalled region, the underside of the slab
appeared in sound condition when we hit it
with a sounding hammer.
SGH Observations
During SGH’s site investigation, we noted the following conditions and code violations:
• SGH performed a chain drag at the topside of
all pool deck slabs. A chain drag test is a non-
destructive testing method used to evaluate the
presence of delamination in concrete structures.
The process involves dragging a chain across
the surface of the concrete and listening for
changes in sound, which can indicate areas where
delamination may be present.
• SGH performed a ground penetrating radar
(GPR) survey of select locations of the concrete
pool deck construction. GPR is a non-destructive
testing technique that uses electromagnetic waves
to investigate subsurface conditions and can be
used to detect the location and depth of rebar
within concrete.
• The typical pool deck slab on grade has signifi cant cracking uniformly. These cracks are likely due
to several reasons including soil compaction and
settlement cracking, drying shrinkage cracking due
to the wide spacing between control joints. These
cracks do not represent a life-safety hazard but
could present serviceability issues.
•
3.0 ASSESSMENT FINDINGS
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 93 74
• Signifi cant effl orescence and/or chemical
leaching is evident on the underside of the slab.
• The exterior face (viewing room side) of
the pool walls and the top bond beam both
have moderate cracks exhibiting signs of
effl orescence and or chemical leaching. The
observed cracks align with reinforcement
locations, as determined by our GPR survey.
This indicates that moisture is likely reaching
the reinforcement, and corrosion of the rebar is
probable.
• The cold joint between the elevated slab and the
bond beam appears moderately deteriorated
with signs of water intrusion between the
concrete joint.
• The metal frames for the windows inset into the
viewing room pool room are exhibiting signs of
severe corrosion.
• The underside of the viewing room elevated slab
has a large crack running longitudinally along the
edge beam to the east. The crack is beginning
to initiate spalls. Signifi cant effl orescence and or chemical leaching is evident on the underside of
the slab.
3.0 ASSESSMENT FINDINGS
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 94 75
Service Life Assessment
Based on the date of initial construction, the pool
decks at International Swim Center are nearly sixty
years old. The expected lifespan of an exterior
exposed concrete structure ranges between
50 to 70 years. The expected service life varies
signifi cantly based on environmental conditions,
exposure to chemicals and water, maintenance
practices, and the quality of initial construction.
The initial construction quality of the pool decks
appears to be sound, with no observation of
exposed rebars (i.e., minimal concrete cover) or
poor compaction or consolidation of concrete.
However, there is signifi cant evidence of water
intrusion and chemical exposure at the viewing
room area.
Conclusions and Recommendations
The concrete pool decks at this Facility exhibit
signs of distress and deterioration. While the
cracking and settlement of the slabs on grade
do not present a life safety hazard, they may
pose serviceability issues. The current condition
of the elevated Viewing Room represents an
unsafe condition. Access to the Viewing Room
below or walking on top of the elevated slab
should be restricted. Given the condition of the
elevated deck, we recommend locally removing
and replacing the elevated slab and beam at the
earliest.
3.0 ASSESSMENT FINDINGS
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 95 76
A combination of formed concrete bleachers
and aluminum seats supported by steel stringers,
constitute the stadium bleachers. The original
concrete bleachers, designed and constructed circa
1966, consist of reinforced concrete foundation
elements bearing on a base of compacted rock.
Based on available drawings (Figures 4 & 5), it
appears that the steps of the bleachers are not
reinforced in a way that reinforced concrete stairs
typically are (presence of L shaped rebars with a
nosing bar).
In 1981, the stadium seating was expanded with
additional concrete seats to match the existing
setup. Additional aluminum seats supported by steel
stringers and posts were also added. Lateral support
for this system was provided by cable braces
(Figure 6). The exterior perimeter of the stadium
bleachers was framed with light gauge metal stud
walls. Unfortunately, details for the stadium seating
expansion were unavailable in the existing drawings
available for review.
SGH Observations
During SGH’s site investigation, we noted the
following conditions:
• Both concrete and metal stadium seats are
present.
• The concrete slab and steps appear in fair
condition, with moderate settlement cracking
observed.
• The steel beam stringers, posts, and seat support
elements are painted and appear to be in sound
condition with no visible signs of corrosion.
3.0 ASSESSMENT FINDINGS
CONCRETE STADIUM BLEACHERS AND STEPS
Figure 4 - Stadium Bleacher Plan
Figure 5 - 1966 Concrete Bleacher Section
Figure 6 - 1981 Concrete Bleacher Section
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 96 77
Service Life Assessment
The expected service life of the concrete and
steel stadium structures varies signifi cantly
based on environmental conditions, maintenance
practices, and the quality of initial construction.
The initial construction appears to be sound,
with no observation of exposed rebar or poor
consolidation in the concrete elements. The steel
stadium bleacher framing also appears of sound
condition, with no observation of missing bolts,
inadequate edge distance, poor quality welds, etc.
If properly maintained, the stadium bleachers can
remain in service for a signifi cant period of time.
Conclusions and Recommendations
The construction of the stadium bleachers appears
to be in fair condition structurally. However, we
note that architecturally, there may be some
concerns. The settlement of the concrete stair
elements may constitute a trip hazard. If the
hazard is deemed signifi cant, the concrete steps
and slabs should be removed, soil compacted, and
replaced in kind.
Additionally, given the exterior condition of the
stadium, the non-galvanized light gauge stud
wall framing should be replaced with galvanized
construction.
Annual visual observations of the structural steel
elements should be performed to inspect for signs
of corrosion or deterioration.
• Many of the studs for the perimeter walls have
been replaced with newer galvanized studs,
however top and bottom tracks appear to be
original and exhibit signs of corrosion. These light
gauge stud and track elements are not structural
elements.
3.0 ASSESSMENT FINDINGS
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 97 78
The stadium roof was designed and constructed
circa 1977. It measures approximately 380 ft by 85
foot in plan and is framed with steel trusses running
in both the north-south and east-west directions.
Built box-WF columns support the steel trusses,
these columns are founded on 48 in. diameter drilled
pier foundations (Figure 7).
Per the drawings, these drilled piers extend 12 ft into the soil, and the steel columns embed approximately
6 ft into the concrete foundation (Figure 8).
3.0 ASSESSMENT FINDINGS
STEEL STADIUM ROOF
Figure 7: Stadium Roof Sections.
Transverse (S.4) and Longitudinal (A.5)
Figure 8: Foundation Detail
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 98 79
• The paint of the structural steel trusses is
spalling at locations, however, we observed no
corrosion of steel members observed.
• The metal deck appears to be in fair condition.
• We observed signifi cant corrosion of the metal
gutter at the edge framing of the roof; refer
to the “Metal Structures and Components:
section. The gutter is fabricated of a bent 18
Ga. plate and is not a structural element.
• While the steel structure appears of sound
construction, we note that the lateral system of
the stadium roof consists of a steel cantilever
column system. Per the current Building Code
(2022 California Building Code), “Steel Special”
Cantilever Column Systems are permitted
in Seismic Design Category-D for building
heights of up to 35 ft``. “Ordinary” Cantilever
Column Systems are also permitted up to
The double-angle truss braces are connected to the
double-angle top chords and double-channel bottom
chords via welded plate connections. A corrugated
metal deck serves as the roof deck and is fastened to
the underside of the bottom chord of the steel trusses.
Arrays of solar panels are present on the roof, which
were previously in use as part of a solar water-heating system for the pool but have since been disconnected.
SGH Observations
During SGH’s site investigation, we noted the following conditions and code violations:
• The structural steel members appear to be in fair
condition with minimal signs of local corrosion.
3.0 ASSESSMENT FINDINGS
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 99 80
heights of 35 ft provided the roof weight does
not exceed 20 psf. Given the age of construction,
it is unlikely that the system meets the detailing
requirements of a special system and would thus
constitute as an ordinary system. Based on the
drawings and our observations, the roof weight
is within the limits (especially if the solar heating
elements and supporting steel is removed) and
the structure height is less than 35 ft. Thus, it
is an allowable lateral system per the current
Building Code. However, it is likely that the
diaphragm (deck), chords, and collectors would
require strengthening in order to meet current
design loads. The pier foundation system should
also be checked against updated geotechnical
recommendations to confi rm its adequacy.
Service Life Assessment
Provided proper maintenance practices, such as
inspections for corrosion and regular re-painting, the
stadium roof structure can remain in service for a
number of additional years.
Conclusions and Recommendations
We recommend that the Facility Ownership
engage a structural engineer to perform a detailed
seismic evaluation of the stadium roof structure, to
identify any structural defi ciencies, and to propose
strengthening remediations in order to bring the
structure into Code compliance. SGH has signifi cant
experience in this type of work.
Annual visual observations of the structural steel
elements should be performed to inspect for signs
of corrosion or deterioration.
3.0 ASSESSMENT FINDINGS
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 100
81 4.0 A PPENDIX
CORDOVA COMMUNITY POOL
82 Photo 1
2023-09-27 JRS 114
Building A
Unprotected roof openings
pose a potential fall hazard
to the ground level below.
Photo 2
2023-09-27 CD 180
Building A
Roof level access
Single flight of wood stairs
leads directly to the roof
with no locked gates or
restrictions to the roof
level.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 83 Photo 3
2023-09-27 CD 233
Building A
Low slope roof
Debris (e.g., dislodged
asphalt shingles,
swimming attire, wood
crates) exist on the roof.
Photo 4
2023-09-27 CD 265
Building A
Roof
Rooftop mechanical ducts
exhibit oil canning and
stains from potential
ponding water.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 84 Photo 5
2023-09-27 CD 193
Building A
Steep-slope roofs
Poorly adhered shingles
occur at the slope
transition sheet metal.
Photo 6
2023-09-27 CD 195
Building A
Steep-slope roofs
Poorly adhered shingles
occur along the rake edge
and within the field of the
roof.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 85 Photo 7
2023-09-27 CD 248
Building A
Steep-slope roofs
Organic growth exists on
the downslope edges of
asphalt shingles - see
Photo 8 for close up.
Photo 8
2023-09-27 CD 249
Building A
Steep-slope roofs
Algae growth exists on the
downslope edges of
asphalt shingles.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 86 Photo 9
2023-09-27 CD 100
Building A
Steep-slope roofs
Missing shingles on the
roof hips align with the
ceiling crack, nail pops,
and bubbling in the
gypsum wallboard.
Photo 10
2023-09-27 CD 101
Building A
Steep-slope roofs
Bubbling in the gypsum
wallboard paint finish
(close-up of Photo 9).
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 87 Photo 11
2023-09-27 CD 204
Building A
Roof components
Sheet metal flashings,
rooftop mechanical
equipment, and other
metal roof components
exhibit moderate to severe
corrosion.
Photo 12
2023-09-27 CD 256
Building A
Roof components
Pipes and metal roof
components exhibit
varying degrees of
corrosion.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 88 Photo 13
2023-09-27 JRS 134
Building A
Steel-slope roofs
Previous sealant repairs at
flashing are splitting and
deteriorated.
Photo 14
2023-09-27 JRS 103
Building A
Steep-slope roofs
Gapped roof edge flashing
exists at the top of the
stucco-clad walls.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 89 Photo 15
2023-09-27 JRS 188
Building A
Steep-slope roofs
Significant wood decay at
the exposed ends of
common and hip rafters.
Photo 16
2023-09-27 JRS 194
Building A
Steep-slope roofs
Significant wood decay at
the exposed ends of
common and hip rafters.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 90 Photo 17
2023-09-27 JRS 268
Building A
Building Elevation
Window frames are worn
and glazing seals are
deteriorated.
Photo 18
2023-09-27 JRS 218
Building A
Building Elevation
Aluminum-framed
windows are weathered.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 91 Photo 19
2023-09-27 CD 203
Building A
Exterior window
Significant wood decay
exists at exterior window
trim.
Photo 20
2023-09-27 CD 291
Building A
Exterior door
Exterior hollow metal
doors are corroded and
deteriorated and
significant wood decay of
wall siding in foreground.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 92 Photo 21
2023-09-27 CD 39
Building D
Stucco wall
Extensive cracks exist
throughout the stucco wall
cladding form a
checkerboard pattern.
Photo 22
2023-09-27 CD 346
Building D
Stucco wall
Soil settlement exists
behind the stucco-clad
bleacher walls.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 93 Photo 23
2023-09-27 CD 390
Building D
Stucco wall
Extensive, relatively wide
cracks exist in the stucco-
clad bleacher walls.
Photo 24
2023-09-27 CD 364
Building D
Canopy bleachers
Soil erosion occurs around
column foundations and
along the concrete slab
walkway. The roof deck
downspouts have
separated from the
foundations.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 94 Photo 25
2023-09-27 CD 326
Building D
The stucco wall weep
screed abuts the concrete
flatwork.
Photo 26
2023-09-27 CD 341
Building D
The stucco wall weep
screed is less than 1 in.
above grade.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 95 Photo 27
2023-09-27 CD 72
Building A
Women's Showers
Sizeable cracks exist in the
plaster ceiling and wall
finishes. The location and
pattern of cracking indicate
wall movement.
Photo 28
2023-09-27 CD 136
Building A
Men's Showers
Over 1/8 in. wide cracks
exist in the plaster wall
finish adjacent to tile.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 96 Photo 29
2023-09-27 CD 68
Building A
Women's Showers
Cracks and gaps within the
tile assembly particularly
at inside wall corners and
at tile ledges.
Photo 30
2023-09-27 CD 134
Building A
Shower facility
Water stains and chipped
paint exist on the non-tiled
portion of the shower
enclosures indicative of
water damage.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 97 Photo 31
2023-09-27 CD 127
Building A
Shower facility
Water stains and chipped
paint exist on the non-tiled
portion of the shower
enclosures.
Photo 32
2023-09-27 CD 129
Building A
Shower facility
Water stains and chipped
paint exist on the non-tiled
portion of the shower
enclosures.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 98 Photo 33
2023-09-27 CD 74
Building A
Shower facilities
Debonded ceramic tiles
exist on the small shelf
below the shower valves
and heads. The mortar bed
under the debonded tiles
is discolored and
discontinuous.
Photo 34
2023-09-27 CD 75
Building A
Shower facilities
Debonded ceramic tiles
expose the underlying
discolored and
discontinuous mortar bed.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 99 Photo 35
2023-09-27 CD 123
Building A
Shower facility
Pronounced efflorescence
and discolored residue
exists along the base of
the tile-clad walls,
Photo 36
2023-09-27 CD 145
Building A
Shower facility
Pronounced efflorescence
and green residue exist
around shower control
escutcheon plates.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 100
Photo 37
2023-09-27 CD 133
Building A
Shower facility
Efflorescence and
gray/white residue exist on
the tile grout and tiles.
GEORGE F. HAINES INTERNATIONAL SWIM CENTER VISUAL OBSERVATION ASSESSMENTS REPORT 101
City of Santa Clara
Agenda Report
1500 Warburton Avenue
Santa Clara, CA 95050
santaclaraca.gov
@SantaClaraCity
24-107 Agenda Date: 1/30/2024
REPORT TO STADIUM AUTHORITY BOARD AND CITY COUNCIL
SUBJECT
Action on a Proposed 10-Year Extension to the Stadium Naming Rights Agreement with Levi Strauss & Co., a Related Implementation Agreement with Forty Niners SC Stadium Company LLC (StadCo), and Delegation of Authority to the City Manager to Implement a Charitable Grants Agreement
BOARD PILLAR
Ensure Compliance with Measure J and Manage Levi’s Stadium
BACKGROUND
On May 9, 2013, the Santa Clara Stadium Authority (Stadium Authority) and Levi Strauss & Co. (Levi’s) entered into a Naming Rights Agreement. Under the 20-year agreement, Levi’s provides an annual payment to the Stadium Authority in exchange for exclusive naming rights and branding at the stadium.
Levi’s also has a separate sponsorship agreement with Forty Niners SC Stadium Company LLC (StadCo) which includes digital content, merchandise collaborations, among other things, that the Stadium Authority Agreement is not a party of.
The existing Naming Rights Agreement between the Stadium Authority and Levi’s includes the following key terms:
· Naming Rights Payments
: In consideration for its naming rights, Levi’s is obligated to make annual payments to the Stadium Authority increasing at the rate of 3% per year. The payment in Year One was $5.74 million. In the current year (2023-24), the annual payment is $7.6 million. This equates to $154 million of payments over the initial term of 20 years. These payments go into the Stadium Authority’s “operating fund” and are used to support stadium operations, maintenance, and reduction of the Stadium Authority’s debt from the initial stadium construction.
· Extension Right
: Levi’s had the option to extend the term for an additional five (5) years by delivery of written notice no later than the last day of the fifth contract year. The extension right expired on May 10, 2018.
· Right of First Negotiation
: Levi’s has until May 9, 2030 to notify the Stadium Authority of its intention to negotiate a new naming rights agreement or an extension. If exercised, this triggers a 60-day exclusive negotiation period.
· Naming Rights Entitlements
: In addition to naming “Levi’s Stadium”, Levi’s is entitled to signage, media, and tickets to stadium events, among other things. The signage includes two City of Santa Clara Printed on 1/26/2024Page 1 of 7
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24-107 Agenda Date: 1/30/2024
Exterior Stadium and two Interior Stadium signs (Naming Rights signage).
Sign Maintenance/Replacement: The Stadium Authority is responsible, at its sole cost for cleaning, repairing, and maintaining the Naming Rights signage throughout the 20-year term.
If Levi’s requests that the signs be replaced (for example, if they change their logo and want updated signage to match) this replacement will be done at Levi’s sole cost.
In mid-December 2023, Levi’s prior CEO, Chip Bergh, and StadCo discussed a potential naming rights extension. On January 8, 2024, StadCo briefed the Stadium Authority on Levi’s proposed terms for an extension to the Naming Rights Agreement and arranged a January 17 th in-person meeting
between Stadium Authority, StadCo, and Levi’s to discuss the proposal.
As a product of those discussions and subsequent negotiations between the parties, the following proposal is being presented to the Stadium Authority Board for its consideration and approval.
Proposed Naming Rights Extension
Under the proposal, the parties will enter into a First Amendment to the Naming Rights Agreement to extend the term of the agreement for an additional 10 years terminating on February 29, 2044.
During the extension period, Levi’s will continue paying the annual fee to the Stadium Authority, increasing at a rate of 3% per year. The total anticipated revenue over the 10-year extension period is approximately $119 million.
As part of the extension, the Stadium Authority will provide a one-time enhancement of the Naming Rights signage (Enhanced Signage). The Enhanced Signage includes the stadium Name Letters on the east and west exteriors of the Stadium and the two signs above the Stadium scoreboards in the interior of the Stadium. StadCo has provided a preliminary cost estimate for the project, including the removal of the existing signs and the design and installation of the Enhanced Signage in the amount of approximately $3 million. These costs will be shared between StadCo and the Stadium Authority through a Cost Sharing Agreement, further detailed below. The Enhanced Signage must be installed by on or before December 31, 2025.
With the extension, Levi’s will continue to have the right of first negotiation for an additional Naming Rights Agreement extension. Levi’s will maintain this right until the last day of the twenty-seventh contract year. If Levi’s exercises this option, the parties would be required to negotiate in good faith for a period of sixty (60) days from the date on which Levi’s delivers written notice. If the parties do not reach agreement, the Stadium Authority can go out to seek a new naming rights partner.
Cost Sharing
: Concurrent with the First Amendment to the Naming Rights Agreement, the Stadium Authority and StadCo will be entering into the Levi’s Stadium Naming Rights Extension and Enhanced Signage Project Implementation Agreement (Implementation Agreement) to coordinate the Enhanced Sign Project and the share in the costs for the design, construction, and installation of the signage. The Stadium Authority will be required to fund the first $2 million of the Enhanced Signage Project. Any Costs over $2 million will be shared between the Stadium Authority and StadCo in a 70/30 split.
Community Grants
: In conjunction with the Levi’s Naming Rights Extension, StadCo has agreed to enhance its ongoing commitment to support charitable causes within the City of Santa Clara for each City of Santa Clara Printed on 1/26/2024Page 2 of 7
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24-107 Agenda Date: 1/30/2024
“Contract Year” of the remainder of the amended term of StadCo’s Sponsorship Agreement with Levi’s (beginning April 1, 2024). The commitment is to provide an annual grant in the amount of $200,000 for 20 years for organizations and projects serving the City of Santa Clara. This commitment is contained in the Naming Rights Implementation Agreement between the Stadium Authority and StadCo, with the intent that it will be implemented through the execution of a grant agreement with the City so that the funds will be directed into the City’s existing Community Grant Program.
Levi’s Sponsorship Agreement with StadCo
: Levi’s and StadCo plan to concurrently extend their
Sponsorship Agreement on terms that Stadium Authority staff has been informed are consistent financially with their original agreement, and “proportionate” in value to the Stadium Authority’s proposed Naming Rights Agreement extension. The payments to StadCo under the Sponsorship Agreement extension is expected to be $51 million over the 10-year extension period.
DISCUSSION
This item presents for Stadium Authority Board consideration a proposed First Amendment to the existing Naming Rights Agreement with Levi’s and an Implementation Agreement with StadCo. The First Amendment sets forth the financial terms for the proposed 10-year extension, including Levi’s requirements for the installation of an Enhanced Signage Project. The Implementation Agreement with StadCo provides for coordination and cost sharing for the Enhanced Signage Project and formalizes a commitment by StadCo to provide annual charitable contributions for the benefit of Santa Clara. The specific terms and rationale for these agreements are presented in more detail below.
First Amendment to the Naming Rights Agreement.
The total value of the existing Naming Rights Agreement is projected to be $154 million over the initial term of 20 years. In the current year (2023-24), the annual payment is $7.6 million. To date, the Stadium Authority has received $65 million in Naming Rights revenue. The Stadium Authority utilizes naming rights revenue to fund stadium operations and maintenance, and to pay down the debt from the initial stadium construction.
Proposed Payments Over the 10 Year Extension Period
: As discussed above, the proposed 10-year
extension will generate an additional $119 million in revenue for the Stadium Authority over ten years from 2033-34 to 2042-43. The annual payments during that extended time period will begin at $10.3 million and increase at a rate of 3% per year.
Below is a breakdown of the annual Naming Rights revenue with the proposed extension:
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CuHent Agreement
. Payment to SCSA Contract Year Year Begm Y,ear End ( 3 1 ) I 1'@ % yr.
1 2013 2014 $ 5,740,000
2 2014 2015 $ 5,912,200
3 2015 2016 $ 6,089 ,566
4 2016 2017 $ 6,272 ,253
5 2017 2018 $ 6,460,,421
6 2018 2019 $ 6,654 ,233
7 2019 2020 $ 6,853 ,860
8 2020 2021 $ 7,059,476
9 2021 2022 $ 7,271,260
10 2022 2023 $ 7,489 ,398
11 2023 2024 $ 7,714 ,080
12 2024 2025 $ 7,945 ,502
13 2025 2026 $ 8,183 ,867
14 2026 2027 $ 8,429,384
15 2027 2028 $ 8,682,265
16 2028 2029 $ 8,942 ,733
17 2029 2030 $ 9,211,,015
18 2030 2031 $ 9,487,,345
19 2031 2032 $ 9,771 ,966
20 2032 2033 $ 10,065,125
Sub-total (Yl-20) $ 154,235,950
Proposed Extension --------------------
21 2033 2034 $ 10,367 ,078
22 2034 2035 $ 10,678, 091
23 2035 2036 $ 10,998,434
24 2036 2037 $ 11,328,387
25 2037 2038 $ 11,668,238
26 2038 2039 $ 12,018,285
27 2039 2040 $ 12,378,834
28 2040 2041 $ 12,750, 199
29 2041 2042 $ 13,132,705
30 2042 2043 $ 13,526,686
Sub-total (Y21-30) $ 118,846,,937
Total ·(Y1-30) $ 273,082,886
24-107 Agenda Date: 1/30/2024
Naming Rights Signage: In consideration for the 10-year extension, Levi’s is requiring an enhancement of their existing “Naming Rights Entitlements” signage package. The Naming Rights Entitlements includes the following Exterior Stadium and Interior Stadium Signage:
· Suite Tower - Marquee Sign. One (1) primary exterior stadium identification banner sign displaying the Stadium Name in large lettering (the "West Side Lettering"). · East Facade Marquee Sign. One (1) large, centered sign across the east-facing exterior displaying the Stadium Name in large lettering (the "East Side Lettering" and, together with the West Side Lettering, the "Stadium Name Lettering"), visible to surrounding corporate and residential areas.
· Two (2) primary seating bowl stadium identification channel cut or panel signs above the Stadium scoreboards displaying the Stadium Name. The signage will face the inner bowl of the Stadium and will be illuminated during all Stadium events.
The Enhanced Signage Project involves the replacement of all four of the existing signs. The interior signs will increase in size to be proportionate to the proposed replacement of the Stadium scoreboard/jumbotron signage to which they are attached. The overall quality is to be equal or superior to the quality of comparable NFL stadium signage installed over the past 5 years. Final design is subject to Stadium Authority approval. The estimated cost of this overall project is $3 million and will need to be completed by December 31, 2025 at no cost to Levi’s. Under Sections 3(g) and 5 (f) of the Naming Rights Agreement, the Stadium Authority will continue to be responsible for the cleaning, repair, and maintenance of the Naming Rights signage.
The Stadium Authority Fiscal Year (FY) 2023/24 Capital Expense (CapEx) Budget includes a line item for a Levi's Naming Rights Signage Refurbishment project ($1,260,000) related to the maintenance of four (4) signs located above the North and South Scoreboards, west side of the suite tower, and on the east side of the grandstands. These funds have not been expended and staff will recommend that they be carried forward to FY 2024/25 as part of the upcoming Stadium Authority FY 2024/25 budget process.
Levi’s Stadium Naming Rights Extension and Enhanced Signage Project Implementation Agreement :
As part of the proposed extension, Stadium Authority staff has also negotiated the terms for an Implementation Agreement with StadCo. The purpose of the Implementation Agreement is to coordinate the Enhanced Sign Project and provide terms for the sharing in the costs for the design, construction, and installation of the signage. The Stadium Authority will be required to fund the first $2 million of the Enhanced Signage Project. Any Costs over $2 million will be shared between the Stadium Authority and StadCo in a 70/30 split. StadCo will solely fund the project to enlarge the jumbotron/scoreboard that will happen concurrently with the replacement of the Levi’s interior signs at the north and south ends of the Stadium.
Additional terms for the implementation of the Enhanced Signage Project include (a) project design with “value engineering” to minimize project construction and long-term maintenance costs; (b) project implementation to mitigate adverse impacts on NFL and Non-NFL events; (c) accounting that separates StadCo’s jumbotron/scoreboard project costs from Levi’s signage costs; and (d) a minimum 3-year sign warranty, with the cost of any extended warrant to be borne by the Stadium Authority.
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24-107 Agenda Date: 1/30/2024
Grants to Santa Clara-based Community Organizations
The Implementation Agreement includes, as part of the proposed extension, StadCo’s commitment to provide $4 million ($200,000/annually over the next 20 years) for grants to Santa Clara-based community organizations beginning April 2024 and for each “Contract Year” of the remainder of the amended term of StadCo’s Sponsorship Agreement with Levi’s (beginning April 1, 2024).
The City has an existing Community Grant Program that awards grants to qualifying nonprofit community organizations, athletic groups or organizations, educational groups or organizations, or individuals, for events, activities, and competitions that provide a public benefit to the City of Santa Clara and its residents. This program, along with other potential existing City grant programs, is proposed to streamline the distribution of funds to Santa Clara-based organizations. Council action on this item will delegate authority to the City Manager to negotiate and enter into a grants agreement to implement StadCo’s charitable commitment.
Analysis and Consideration of Proposal
Through research, staff obtained key information that supports the value of an extension of the Naming Rights Agreement on the proposed terms. Staff found the proposed terms in line with recent naming right extensions deals, market events and expectations. In general, it is beneficial for facilities to maintain their initial and/or iconic naming rights partner. Switching to a new naming rights sponsor will likely cost the Stadium Authority a 10-20% broker commission (anticipated between $18.8 - $37.6 million) and the Stadium Authority bears sole responsibility of all Naming Rights signage removal costs. Projections indicate that around 2031, the Stadium Authority’s demolition fund reserve will be fully funded so the additional Naming Rights revenue, if beyond the amounts necessary for operations and annual debt, could offer unrestricted funding to the City.
It is also important to consider that many top tier sponsors are currently not extending their naming rights agreement due to underperforming return on interest (ROI). Examples include Target not renewing its naming rights deal in Minnesota; Wells Fargo not renewing its naming rights deal in Des Moines; and Salesforce recently announcing their withdrawal from 2028 Olympics sponsorship. The proposed extension guarantees continuity for the Stadium Authority with Levi’s, which is one of the strongest brands in the San Francisco Bay Area with a 170-year track record of solid financial performance.
As such, the staff recommends an approval of the First Amendment to the Naming Rights Agreement which will provide a 10-year extension and guaranteed continuity of long-term funding.
ENVIRONMENTAL REVIEW
The action being considered does not constitute a “project” within the meaning of the California Environmental Quality Act (“CEQA”) pursuant to CEQA Guidelines section 15378(b)(5) in that it is a governmental organizational or administrative activity that will not result in direct or indirect changes in the environment.
FISCAL IMPACT
The proposed extension to the Naming Rights Agreement will provide an additional $119 million in revenue over ten years from 2033-34 to 2042-43 for the Stadium Authority.
Through the Implementation Agreement with StadCo, the Stadium Authority will be required to City of Santa Clara Printed on 1/26/2024Page 6 of 7
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24-107 Agenda Date: 1/30/2024
commit the first $2 million towards the Enhanced Signage Project. Any Costs over $2 million will be shared between the Stadium Authority and StadCo in a 70/30 split. Funding for the sign is anticipated to be included in the FY 2024/25 Budget for the Stadium Authority Board’s consideration as part of the upcoming budget process. Periodic sign maintenance, cleaning, and other repairs will be budgeted on an annual, as needed basis.
COORDINATION
This report has been coordinated between the Executive Director’s, Stadium Authority Counsel’s, and Treasurer’s Offices.
PUBLIC CONTACT
Public contact was made by posting the Council agenda on the City’s official-notice bulletin board outside City Hall Council Chambers. A complete agenda packet is available on the City’s website and in the City Clerk’s Office at least 72 hours prior to a Regular Meeting and 24 hours prior to a Special Meeting. A hard copy of any agenda report may be requested by contacting the City Clerk’s Office at (408) 615-2220, email [email protected] <mailto:[email protected]> .
ALTERNATIVES
1. Staff’s recommendation (see below); or
2. Such other actions as the Stadium Authority Board deems appropriate.
RECOMMENDATION
1. Approve a First Amendment to the Naming Rights Agreement with Levi Strauss & Co. that will provide a 10-year extension and additional Naming Rights revenue to the Stadium Authority on the terms presented, in a final form approved by Authority Counsel;
2. Approve a Levi’s Stadium Naming Rights Extension and Enhanced Signage Project Implementation Agreement with Forty Niners SC Stadium Company LLC (StadCo) to coordinate the Enhanced Sign Project and the share in the costs for the design, construction, and installation of the signage, and memorialize StadCo’s $4 million charitable commitment over 20 years, on the terms presented, in a final form approved by Authority Counsel; and
3. Authorize the City Manager to negotiate and execute a grants agreement and take other actions as may be required to implement StadCo’s charitable commitment, in final form(s) approved by the City Attorney.
Reviewed by: Chuck Baker, Assistant City Manager
Approved by: Jovan D. Grogan, City Manager/Executive Director and Glen R. Googins, City Attorney/Stadium Authority Counsel
ATTACHMENTS
1. Existing Naming Rights Agreement
2. Proposed First Amendment to the Naming Rights Agreement
3. Proposed Levi’s Stadium Naming Rights Extension and Enhanced Signage Project Implementation Agreement
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City of Santa Clara
Agenda Report
1500 Warburton Avenue
Santa Clara, CA 95050
santaclaraca.gov
@SantaClaraCity
24-1413 Agenda Date: 1/30/2024
REPORT TO COUNCIL
SUBJECT
Action on Appointments to City Committees and Outside Agency Committees for the 2024 Calendar Year
BACKGROUND
On an annual basis, the City compiles an approved list of appointments of City Councilmembers to serve on City Committees and other regional outside agency Committees. The Mayor routinely proposes the appointments of City Councilmembers to serve as members or alternate members on the City Committees and outside Agency Committees.
For the City Selection Committee of the Santa Clara County Cities Association, Government Code sections 50270 et seq. requires that the membership of the City Selection Committee shall be the Mayor or the Mayor’s designee. In addition, for the County of Santa Clara Human Trafficking Commission, the representative for the City Santa Clara shall be the Mayor or the Mayor’s designee, based on the bylaws of the Commission. For all other Committees, the recommendations for appointments are reviewed and approved by the City Council. The final proposed recommendations will be provided to liaisons with the various outside agency committees and those bodies will follow their appointment process.
DISCUSSION
For 2024, Mayor Lisa Gillmor has proposed appointments for the Committees lists as set forth as attachments, which are also outlined below:
· Proposed 2024 City Committees and Outside Agency Committee List (Attachment 1) · Proposed 2024 City Committees and Outside Agency Committee List - clean (Attachment 2) For the 2024 list of City Committees and Outside Agency Committees, the proposed appointments remain the same as the previous year of 2023, with the exceptions of the following changes (shown in bold):
· Audit Committee: Appoint Kathy Watanabe (Chair), Kevin Park (Member), Suds Jain (Member), Raj Chahal (Alternate)
· Economic, Development, Communications and Marketing Committee: Kevin Park (Chair), Anthony Becker (Member), Kathy Watanabe (Member), Raj Chahal (Alternate) · Governance and Ethics Committee: Raj Chahal (Chair), Suds Jain (Member), Lisa Gillmor (Member), Kevin Park (Alternate)
· Ad Hoc Stadium Audit Committee: Remove from City Committees list. · City / Mission College Liaison Committee: Anthony Becker (Chair), Karen Hardy (Member), City of Santa Clara Printed on 1/26/2024Page 1 of 6
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24-1413 Agenda Date: 1/30/2024
Lisa Gillmor (Member), Raj Chahal (Alternate)
· City / SCUSD School Liaison Committee: Kathy Watanabe (Chair), Lisa Gillmor (Member), Raj Chahal (Member), Suds Jain (Alternate)
· Neighborhood University Relations Committee (NURC): Suds Jain (Chair), Raj Chahal (Member), Kevin Park (Member), Lisa Gillmor (Alternate) The Economic Development, Communications and Marketing Committee is currently not active and may not be scheduled until staff resources are in place to support. At present, the City does not have dedicated staff to support the committee. Analysis of the appropriate classification and structure for economic development staff is planned to occur during the first and second quarters of 2024.
On February 7, 2023, the Council discussed the potential formation of a Neighborhood Stadium Relations Committee. Based on Council direction and the results of an ongoing third-party review that includes community outreach and an assessment of neighborhood impacts from Stadium events, staff will return with additional information and a recommended approach to address stadium neighborhood relations at a future meeting.
The following is a complete summary of the proposed appointments for the City Committees and outside agency Committees.
City Committees
· Americans with Disabilities Act (ADA) Committee
o Appoint Councilmember Raj Chahal as Chair
o Appoint Vice Mayor Anthony Becker as Alternate
· Audit Committee
o Appoint Councilmember Kathy Watanabe as Chair
o Appoint Councilmember Suds Jain as Member
o Appoint Councilmember Kevin Park as Member
o Appoint Councilmember Raj Chahal as Alternate
· Bicycle and Pedestrian Advisory Committee (BPAC)
o Appoint Councilmember Karen Hardy as Chair
o Appoint Councilmember Suds Jain as Alternate
· Economic Development, Communications, and Marketing Committee o Appoint Councilmember Kevin Park as Chair
o Appoint Vice Mayor Anthony Becker as Member
o Appoint Councilmember Kathy Watanabe as Member
o Appoint Councilmember Raj Chahal as Alternate
· Governance and Ethics Committee
o Appoint Councilmember Raj Chahal as Chair
o Appoint Mayor Lisa Gillmor as Member
o Appoint Councilmember Suds Jain as Member
o Appoint Councilmember Kevin Park as Alternate
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24-1413 Agenda Date: 1/30/2024
Outside Agency Committees
· Association of Bay Area Governments (ABAG) (General Assembly) o Appoint Councilmember Kevin Park as Member
o Appoint Vice Mayor Anthony Becker as Alternate
· Bay Area Water Supply and Conservation Agency (BAWSCA) o Appoint Councilmember Karen Hardy as Member (Continues 4-year term ending June 30, 2027)
· Caltrain Modernization Local Policymaker Group (CalMod) o Appoint Vice Mayor Anthony Becker as Member
o Appoint Councilmember Raj Chahal as Alternate
· Cities Association of Santa Clara County Board of Directors o Appoint Councilmember Kathy Watanabe as Member
o Appoint Councilmember Kevin Park as Alternate
· Cities Association of Santa Clara County City Selection Committee o Appoint Mayor Lisa Gillmor as Member
· Cities Association of Santa Clara County Legislative Action Committee o Appoint Councilmember Kathy Watanabe as Member
o Appoint Councilmember Suds Jain as Alternate
· City/Mission College Liaison Committee
o Appoint Vice Mayor Anthony Becker as Chair
o Appoint Mayor Lisa Gillmor as Member
o Appoint Councilmember Karen Hardy as Member
o Appoint Councilmember Raj Chahal as Alternate
· City/School Liaison Committee (Santa Clara Unified School District) o Appoint Councilmember Kathy Watanabe as Chair
o Appoint Councilmember Raj Chahal as Member
o Appoint Mayor Lisa Gillmor as Member
o Appoint Councilmember Suds Jain as Alternate
· Grand Boulevard Initiative Task Force/El Camino Real
o Appoint Councilmember Raj Chahal as Member
o Appoint Councilmember Suds Jain as Alternate
· Human Trafficking Commission
o Appoint Councilmember Kathy Watanabe as Member
o Appoint Councilmember Kevin Park as Alternate
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24-1413 Agenda Date: 1/30/2024
· Northern California Power Agency (NCPA)
o Appoint Councilmember Suds Jain as Member
o Appoint Councilmember Kathy Watanabe as Alternate
· Police Activities League (PAL)
o Appoint Mayor Lisa Gillmor as Member
o Appoint Councilmember Kathy Watanabe as Alternate
· Peninsula Division of the League of California Cities o Appoint Councilmember Kevin Park as Member
o Appoint Councilmember Suds Jain as Alternate
· Joint Recycled Water Policy Advisory Committee
o Appoint Councilmember Karen Hardy as Member
o Appoint Councilmember Kathy Watanabe as Alternate
· Recycling and Waste Reduction Commission of Santa Clara County (RWRC) o Appoint Councilmember Kathy Watanabe as Member-At-Large · San Francisco Bay Area Regional Water System Financing Authority o Appoint Councilmember Karen Hardy as Member
· San Jose/Santa Clara Clean Water Financing Authority
o Appoint Councilmember Kathy Watanabe as Member
o Appoint Councilmember Kevin Park as Member
o Appoint Councilmember Suds Jain as Alternate
· San Jose/Santa Clara Treatment Plant Advisory Committee (TPAC) o Appoint Councilmember Kathy Watanabe as Member
o Appoint Councilmember Karen Hardy as Member
o Appoint Mayor Lisa Gillmor as Alternate
· Santa Clara County Expressway Plan 2040 Policy Advisory Board (PAB) o Appoint Councilmember Kathy Watanabe as Member
o Appoint Councilmember Karen Hardy as Alternate
· Santa Clara Sister Cities Association
o Appoint Councilmember Kevin Park as Member
o Appoint Councilmember Kathy Watanabe as Alternate
· Santa Clara University Liaison/Neighborhood-University Relations Committee (NURC) o Appoint Councilmember Suds Jain as Chair
o Appoint Councilmember Raj Chahal as Member
o Appoint Councilmember Kevin Park as Member
o Appoint Mayor Lisa Gillmor as Alternate
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24-1413 Agenda Date: 1/30/2024
· Santa Clara Valley Transportation Authority (SCVTA) Board of Directors o Appoint Councilmember Suds Jain as Member
· Santa Clara Valley Transportation Authority (SCVTA) Policy Advisory Committee (PAC) o Appoint Councilmember Raj Chahal as Member
o Appoint Councilmember Kevin Park as Alternate
· Santa Clara Valley Water Commission (SCVW)
o Appoint Councilmember Karen Hardy as Member
o Appoint Councilmember Kathy Watanabe as Alternate
· Silicon Valley Animal Control Authority (SVACA)
o Appoint Councilmember Raj Chahal as Member
o Appoint Vice Mayor Anthony Becker as Alternate
· Silicon Regional Interoperability Authority (SVRIA) Board of Directors o Appoint Councilmember Karen Hardy as Member
· Stevens Creek Corridor Steering Committee
o Appoint Vice Mayor Anthony Becker as Member
· Triton Museum of Art Liaison Committee
o Appoint Councilmember Kevin Park as Member
o Appoint Councilmember Raj Chahal as Alternate
ENVIRONMENTAL REVIEW
This is an information report only and no action is being taken by the City Council and no environmental review under the California Environmental Quality Act ("CEQA") is required.
FISCAL IMPACT
There is no fiscal impact to the City other than staff time.
COORDINATION
This report has been coordinated with the City Manager's Office and the Mayor and Council Office.
PUBLIC CONTACT
Public contact was made by posting the Council agenda on the City’s official-notice bulletin board outside City Hall Council Chambers. A complete agenda packet is available on the City’s website and in the City Clerk’s Office at least 72 hours prior to a Regular Meeting and 24 hours prior to a Special Meeting. A hard copy of any agenda report may be requested by contacting the City Clerk’s Office at (408) 615-2220, email [email protected] or at the public information desk at any City of Santa Clara public library.
RECOMMENDATION
Approve the Appointments to the 2024 City Committees and Outside Agency Committees with any City of Santa Clara Printed on 1/26/2024Page 5 of 6
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24-1413 Agenda Date: 1/30/2024
additional amendments
Reviewed by: Maria Le, Assistant to the City Manager, City Manager’s Office Approved by: Jōvan D. Grogan, City Manager
ATTACHMENTS
1. Proposed 2024 City Committees and Outside Agency Committee List
2. Proposed 2024 City Committees and Outside Agency Committee List - clean City of Santa Clara Printed on 1/26/2024Page 6 of 6
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2024 Council Appointments to City Committees
Committee Date Time Location Councilmembers Alternate Staff Members Staff Liaison Americans with
Disab
ilities Act
(ADA) Committee
Meets on call TBD
City Hall Council
Chambers: 1500
Warburton Ave.,
Santa Clara
Raj Chahal (Chair) Anthony Becker Director of Public
Works, City Attorney
Kelly Conoscenti, Staff
Aide
Phone: 408-615-3000
Established on September 29, 1992, to review accessibility issues, the Committee includes individuals and representatives from community organizations such as VIA Rehabilitation, Hearing Loss Association of America, and Silicon Valley Independent Living Center.
Audit Committee Meets on call TBD
City Hall Council
Chambers: 1500
Warburton Ave.,
Santa Clara
Kevin Park (Chair)
Kathy Watanabe
(Chair)
Suds Jain
Raj
Chahal City Manager, Director
of Finance, City
Auditor, City Attorney
Reviews the annual independent audits, Comprehensive Annual Financial Report, Single Audit Report, Electric Utility Financial Statements, Stadium Authority Financial Statements, and City Auditor’s Annual Report. Meetings are attended by City staff and independent auditor.
Bicycle
Pedestrian
Advisory
Committee
(BPAC)
Meets on the
fourth Monday
of January,
March, June,
August, and
October
4:00 p.m. City Hall Council
Chambers: 1500
Warburton Ave.,
Santa Clara
Karen Hardy
(Chair)
Suds Jain Director of Public
Works, Traffic
Engineer, Police
Department Traffic
Sergeant, City Attorney
Michael Liw Principal,
Transportation
Planner
Phone: 408-615-3024
Originally established on May 14, 1991, the Committee was established to explore developing safe bicycle lanes and routes on City streets. The Committee name and duties were revised in March 25, 2014 to include pedestrian aspects and to provide input on non-engineering activities to increase pedestrian and bicycle usage in the City.
2024 Council Appointments to City Committees
Committee Date Time Location Councilmembers Alternate Staff Members Staff Liaison Economic
Development,
Communications,
and Marketing
Committee
Currently on
hiatus due to
staffing
capacity.
TBD City Hall Council
Chambers: 1500
Warburton Ave.,
Santa Clara
Anthony Becker
(Chair
)
Kathy Watanabe
Kevin Park (Chair)
Raj Chahal Cit y Manager, Assistant
City Manager, Director
of Communications,
City Attorney
TBD
The Economic Development, Communications, and Marketing Committee was established by Council action on February 5, 2019, to consolidate the Economic Development Committee and the Marketing Committee. The Committee focuses proactive economic development and effective communication, as well as reviews the City’s marketing and branding strategies.
Governance and
Ethics
Committee
Meets on the
first Monday of
March, June,
September,
and December
3:00 p.m. City Hall Council
Chambers: 1500
Warburton Ave.,
Santa Clara
Suds Jain (Chair)
Lisa Gillmor
Raj Chahal (Chair)
Kevin Park Cit y Manager, City
Attorney, City Clerk
Maria Le
Phone: 408-615-5517
The Governance and Ethics Committee was established by Council action on February 5, 2019, to consolidate the Governance Committee, Ethics Committee, and the Facilities Naming and Honorary Recognition Ad Hoc Committee. The Committee focuses on the refinement or establishment of policies and procedures regarding City Council operations and general good government practices, as well as the further implementation of the City’s Code of Ethics & Values program.
This Committee is also responsible for reviewing requests for facility naming and honorary recognitions.
Ad Hoc Stadium
Audit Committee
Meets on call TBD City Hall Council
Chambers: 1500
Warburton Ave.,
Santa Clara
Lisa Gillmor
(Chair), Karen
Hardy, Raj Chahal
Kevin Park City Manager, Director
of Finance, City
Auditor, City Attorney
On July 19, 2016, the Santa Clara Stadium Authority Board (Board) approved appointment of a three-member committee to oversee the work and progress of the audit being performed by Harvey M. Rose Associates, LLC.
2024 Council Appointments to Outside Agency Committees
Committee Date Time Location Councilmembers Alternate Staff Contact Association of
Bay Area
Governments
(ABAG)
(General
Assembly)
Meetings held
once a year
From approx.
9:00 a.m. to
3:00 p.m.
TBD Kevin Park Anthony
Becker
Director of
Community
Development
[email protected]
Phone: (415) 820-7913
Established in 1961 to protect local control, planning for the future, and promoting cooperation in area-wide issues.
ABAG’s General Assembly, which meets at
least once a year as part of the GA Conference, determines policy and adopts the annual budget and work program. In addition, the GA reviews policy recommendations from the ABAG Executive Board, establishes annual membership fees, and reviews the bylaws of the ABAG Association. No stipend for attendee.
Bay Area Water
Supply and
Conservation
Agency
(BAWSCA)
Meetings held
every odd
month on the
third Thurs. of
the month
6:30 p.m. Locations may
rotate central
to the three-
county district
Karen Hardy Director of Water
and Sewer Utilities
Nicole Sandkulla, CEO
Lourdes Enriquez, Assistant
[email protected]
Phone: (650) 349-3000
Established in 2003 to allow the City to have a greater voice in planning and funding of improvements in the Hetch-Hetchy regional water supply system. The BAWSCA term is a four-year (and has only one representative (no alternate). $100 stipend for meeting attendance. The appointment of Councilmember Hardy will be for a four-year term beginning July 1, 2023 and ending on June 30, 2027.
Caltrain
Modernization
Local
Policymaker
Group (CalMod)
Meets monthly
on the fourth
Thursday;
except in
December,
meets on the
third Thursday
5:30 p.m.-
7:30 p.m.
Via Zoom or
additional
location, if any,
TBD
Anthony Becker Raj
Chahal
Director of Public
Works (advisor
only, does not
attend meetings)
[email protected]
Phone: (650) 730-6172
Established by Caltrain Joint Powers Board for Caltrain modernization/electrification. Members represent cities along the Caltrain corridor. No stipend for attendee.
2024 Council Appointments to Outside Agency Committees
Cities Association of Santa Clara County Contact
Audin Leung, Board Clerk
[email protected]
Phone: (408) 314-7440
P.O. Box 3114, Los Altos, CA 95024
Committee Date Time Location Councilmembers Alternate Staff Cities
Associ
ation,
Board of
Directors
Meets 2nd
Thurs. of the
month, except
July
7:00 p.m. Sunnyvale City
Hall: 456 West
Olive Avenue,
Sunnyvale
Kathy Watanabe Kevin Park City Manager or Assistant City Manager No stipend for attendee. City Council appoints one council member and one alternate. For more information, see Association Bylaws, Art, III, Section 1 and 2.
Cities
Association,
City Selection
Committee
Meets on call 6:45 p.m.
(Immediately
before Board
of Directors
meeting)
Sunnyvale City
Hall: 456 West
Olive Avenue,
Sunnyvale
Lisa Gillmor Designee
as need
City Manager or Assistant City Manager
Established to promote cooperation among the fifteen cities of Santa Clara County and to promote legislative action that will affect local control. The membership of the City Selection Committee shall be the Mayor or the Mayor’s designee. Governed by the requirements of Government Code sections 50270-50279.4.
Cities
Association,
Legislative
Action
Committee
Meets on call 6:45 p.m.
(before Board
of Directors
meeting)
Sunnyvale City
Hall: 456 West
Olive Avenue,
Sunnyvale
Kathy Watanabe Suds Jain City Manager or Assistant City Manager The representative shall be a City Council member or the Mayor. Each city shall also appoint an alternate to serve on the Committee in the absence of the representative. The alternate may be a City Councilmember or the Mayor. For more information, see Association Bylaws, Art, VI, Section 1 (b).
2024 Council Appointments to Outside Agency Committees
Committee Date Time Location Councilmembers Alternate Staff Contact City/Mission
Col
lege Liaison
Committee
Meets on call
twice a year
TBD Alternates
between Santa
Clara City Hall
and Mission
College
Karen Hardy
(Chair
)
Lisa Gillmor
Anthony Becker
(Chair)
Raj
Chahal
City Manager,
Director of
Community
Development,
Director of Parks
and Recreation
Mission College Office of the
President, EA
Email: Milani.zepeda@
missioncollege.edu
or City of Santa Clara,
Assistant to the City Manager
Email: [email protected]
Establishes ongoing communication and review of joint programs with Mission College. The Mission College President and two board members participate on the Committee. No stipend for attendee.
City/School
Liaison
Committee
(Santa Clara
Unified School
District):
Meets first
Wednesday
every other
month
beginning
January
11:45 Alternates
between Santa
Clara City Hall
and Santa
Clara Unified
School District
Lisa M. Gillmor
(Chair
)
Kathy Watanabe
(Chair)
Raj Chahal
Suds
Jain Assistant City
Manager, Director
of Parks and
Recreation, Chief
of Police
City Manager’s Office
(408) 615-2210
SCUSD Superintendent
(408) 423-2006
Establishes ongoing communication and coordination of joint projects/programs between City officials and SCUSD officials. The School Board representatives and School Superintendent are members of the Committee. No stipend for attendee.
2024 Council Appointments to Outside Agency Committees
Committee Date Time Location Councilmembers Alternate Staff Contact Grand
Boulevard
Initiative Task
Force/El
Camino Real
In lieu of
regular
meetings,
there will be
annual
convening(s)
on specific
topics
TBD TBD Raj Chahal Suds Jain Director of
Community
Development
Dave Pape, SamTrans
Phone: (650) 508-6210
The Grand Boulevard Initiative is a collaboration of 19 cities, counties, local and regional agencies united to improve the performance, safety and aesthetics of El Camino Real. Joint Venture Silicon Valley Network/Peninsula Policy Partnership formed the Task Force for the purpose of looking for ways to raise the status of El Camino Real to a world-class boulevard with special attention to the aesthetic, safety, and interjurisdictional issues. No stipend for attendee.
Human
Trafficking
Commission
Meetings held
once per year,
generally at
the end of the
year
(November)
1 p.m.
Board of
Supervisors’
Chambers,
County
Government
Center: 70
West Hedding
Street, San
Jose
Kathy Watanabe Kevin Park Chief of Police
The Human Trafficking Commission was established on April 29, 2014 to investigate the nature and scope of human trafficking in the County, including both labor and sex trafficking; identify model victim-centered policies, services, and preventative measures to address this issue; make legislative and policy recommendations to the Santa Clara County Board of Supervisors; support the apprehension and prosecution of traffickers; and collaborate with partners regionally, nationally, and internationally to share information and strategies for ending human trafficking. No stipend for attendee.
2024 Council Appointments to Outside Agency Committees
Committee Date Time Location Councilmembers Alternate Staff Contact Northern
California
Power Agency
(NCPA)
Meets most
months, fourth
Thursday of
every month
Typically
meets at 9:30
a.m.
Rotating NCPA
Cities (half in
Roseville)
Suds Jain Kathy
Watanabe
City Manager,
Assistant City
Manager, Chief
Electric Utility
Officer, Assistant
Dir. of Electric
Utility, Electric
Division Manager
NCPA
Phone: (916) 781-4202
The Northern California Power Agency (NCPA), a California Joint Action Agency, was established in 1968 by a consortium of locally owned electric utilities to make joint investments in energy resources that would ensure an affordable, reliable, and clean supply of electricity for customers in its member communities. NCPA members include municipalities, a rural electric cooperative, and other publicly owned entities for which the public agency provides such services as the purchase, aggregation, scheduling, and management of electrical energy.
Police
Activities
League (PAL)
Meets second
Wednesday of
every month
7:00 p.m. Police
Department
Community
Room: 601 El
Camino Real,
Santa Clara
Lisa M. Gillmor Kathy
Watanabe
PAL Executive
Director, Chief of
Police
[email protected]
Founded and incorporated in 1970 as a nonprofit organization to provide a place where the youth of the City may enjoy educational and social benefits and athletic activities under competent supervision. The organization is managed by a board of directors comprised of volunteers.
2024 Council Appointments to Outside Agency Committees
Committee Date Time Location Councilmembers Alternate Staff Contact Peninsula
Division of the
League of
California
Cities
Meets 4x per
year.
Peninsula
Division holds
“Legislative
Day” each
April in
Sacramento
(Invitations
sent quarterly.)
Alternating
between San
Mateo and
Santa Clara
Counties
Kevin Park Suds Jain City Manager Seth Miller
(415) 595-8629
Established to encourage greater participation in the Division’s activities, thereby creating a strong and unified voice for cities in the Peninsula Division. The responsibilities of the liaison include keeping the Council informed about and engaged in the Division’s legislative activities, to provide periodic League updates at Council meetings and to attend Division and League events whenever possible. No stipend for attendee.
Joint Recycled
Water Policy
Advisory
Committee
Meets third
Thursday in
April and as
needed
Alternates
annually
between San
Jose City Hall
(even years)
and the Santa
Clara Valley
Water District
Headquarters,
San Jose (odd
years)
Karen Hardy Kathy
Watanabe
Director of Water
and Sewer Utilities
Jeff Provenzano, City of San Jose
Environmental Services
(408) 277-3288
Established in 2010 to review and advise the Santa Clara Water District and the City of San Jose (lead agency for the San Jose/Santa Clara Water Pollution Control Plant) on all policy issues related to recycled water including operations and capital improvements.
2024 Council Appointments to Outside Agency Committees
Committee Date Time Location Councilmembers Alternate Staff Contact Recycling and
Waste
Reduction
Commission of
Santa Clara
County
(RWRC)
Meets 4th
Wed. of every
even
numbered
month except
the Dec.
meeting (date
TBD due to
holidays)
5:30 p.m.
Board of
Supervisors’
Chambers,
County
Government
Center: 70
West Hedding
St, 1
st Floor,
San Jose
Kathy Watanabe Deputy Director of
Public Works
[email protected]
(408) 282-3180
Established per requirements of the California Integrated Waste Management Act of 1989 (AB 939) and subsequent amending legislation in order to coordinate and provide input to the countywide solid waste management program. Membership appointed through the City Selection Committee of Santa Clara County Cities’ Association. No stipend for attendee.
San Francisco
Bay Area
Regional
Water System
Financing
Authority
Meets once a
year, in
January
Immediately
prior to the
BAWSCA
Board
Meetings at
6:30pm
San Mateo
Main Library,
Oak Room, 55
West 3
rd
Avenue, San
Mateo
Karen Hardy Director of Water and Sewer Utilities
Nicole Sandkulla, CEO,
Lourdes Enriquez, Assistant
[email protected]
(650) 349-3000
Established February 2003 to allow the City to have a greater voice in planning and funding of improvements in the Hetch-Hetchy regional water supply system.
The Regional Financing Authority is a parallel organization with the Bay Area Water Supply and Conservation Agency (BAWSCA). Same stipend for this and BAWSCA meeting attendance. The appointment of Councilmember Hardy will be for a four-year term beginning July 1, 2023 and ending on June 30, 2027.
2024 Council Appointments to Outside Agency Committees
Committee Date Time Location Councilmembers Alternate Staff Contact San
Jose/Santa
Clara Clean
Water
Financing
Authority
Meets Feb., if
necessary,
May, Aug., &
Nov. on 2nd
Thurs. of the
month
3:30 p.m. San Jose City
Hall, 200 East
Santa Clara
Street, Room
T-1352
Kathy Watanabe
Kevin Park
Suds Jain Director of Water
and Sewer Utilities
[email protected]
(408) 535-7010
A joint powers authority created under CA Gov Code (Articles 1, 2 and 4 of Chapter 5 of Division 7 of Title 1) pursuant to the Joint Exercise of Powers Agreement dated March 1, 1981, as amended and restated, between the City of San José and the City of Santa Clara. CWFA’s purpose is to acquire and construct any additions and improvements to the existing wastewater treatment plant and related facilities jointly owned by the City of San José and the City of Santa Clara.
San
Jose/Santa
Clara
Treatment
Plant Advisory
Committee
(TPAC)
Meets second
Thurs. monthly
(third Thurs. in
May, no
meeting in
July)
4:00 p.m. (if
there are
other
meetings, this
group would
meet last)
San Jose City
Hall, City
Manager’s
Office, 17
th
floor, Room
1734, San
Jose
Kathy Watanabe
Karen Hardy
Lisa
Gillmor
Director of Water
and Sewer Utilities
April Kellett, City of San Jose
Environmental Services
(408) 975-2547
Reviews and advises the City of San Jose City Council on all issues relating to the operation and capital improvement of the San Jose/Santa Clara Water Pollution Control Plant. $100 stipend for regular meeting attendance.
Santa Clara
County
Expressway
Plan 2040
Policy
Advisory
Board (PAB)
Meets as
needed
TBA Kathy Watanabe Karen Hardy
Director of Public
Works (Advisor
only, does not
attend meetings)
Ellen Talbo, County of Santa Clara,
County Transportation Planner
(408) 573-2482
The Santa Clara County Comprehensive Expressway Planning Study Policy Advisory Board (PAB) will provide a forum for policy input from elected officials for updating the Expressway Study’s Implementation Plan originally adopted in August 2003. No stipend for attendee.
2024 Council Appointments to Outside Agency Committees
Committee Date Time Location Councilmembers Alternate Staff Contact Santa Clara
Sister Cities
Association
Meets as
needed
7:00 p.m. Headen Inman
House for
Board
Meetings
Kevin Park Kathy
Watanabe
City Manager’s
Office
Margaret Horoszko, President,
[email protected]
The Santa Clara Sister Cities Association, an independent non-profit organization, assists the City in exchange activities with Coimbra, Portugal, Izumo, Japan and Limerick, Ireland -- Santa Clara's three sister-cities. The Council appoints a representative to serve as liaison to the Association.
Santa Clara
University
Liaison/
Neighborhood -
University
Relations
Committee
(NURC)
Meets three
times annually
on Monday
evenings
during the
academic year
7:00 p.m. Mission
Branch Library
Raj Chahal
(Chair
)
Kevin Park
Suds Jain (Chair)
Lisa
Gillmo
r
City Manager,
Director of
Community
Development,
Code Enforcement
Technician, Chief
of Police
Lesley Xavier
[email protected]
Established in 1990 to review student housing issues (formerly Student Housing Committee). Established a forum for on-going communication and problem solving among City officials, neighborhoods, property owners and Santa Clara University officials and students. Santa Clara University/City Liaison Committee and NURC were combined because of the similar topics that the two committees cover. Three NURC meetings will be held per year (October /November, February and April) for neighborhood issues, and the Staff Task Force and City-Neighborhood forum will no longer be held pursuant to Council action of June 23, 2009). A University- City Subcommittee comprised of NURC City Councilmembers, University officials and City Executive Team Members will meet as needed.
2024 Council Appointments to Outside Agency Committees
Santa Clara Valley Transportation Authority (SCVTA) Contact
Board Secretary, SCVTA
(408) 321-5680
Committee Date Time Location Councilmembers Alternate Staff SCVTA, Board
of
Directors
Meets first
Thursday of
every month
(except July)
5:30 p.m. Board of
Supervisors
Chambers, 70
West Hedding
St., San Jose
Suds Jain Director of Public Works
North East Cities Group
Position includes appointment to one of three sub-committees appointed by the VTA Board of Directors. Small Cities Group representation is a 2-year rotating term with two member cities and one alternate city. The Small Cities Group is comprised of the Cities of Milpitas, Sunnyvale, and Santa Clara.
Sets VTA policy; establishes committees to give advice on policy matters and provide in-depth review. $100 stipend for meeting attendance, per day. The VTA Administrative Code states that appointments to standing committees are approved by the VTA Board of Directors based on the recommendations of the current chairperson. At the first meeting in January, the Board shall approve the members and chairpersons of all standing committees of the Board based on recommendations for these positions provided by the Board Chairperson. The term of each appointment shall be for one year.
SCVTA, Policy
Advisory
Committee
Meets on the
second
Thursday of
every month
4:00 p.m.
VTA Offices,
3331 North
First Street,
San Jose, Bldg
B, Conference
Room B-106
Raj Chahal Kevin Park Ensures that all jurisdictions within the County have access to development of VTA's policies. No stipend for attendee.
2024 Council Appointments to Outside Agency Committees
Committee Date Time Location Councilmembers Alternate Staff Contact Santa Clara
Valley Water
Commission
(SCVW)
Meets
quarterly in
Jan., April (2nd
Wed.), July,
and Oct. on
the fourth
Wed. of the
month
12:00 p.m. SCVW District
Headquarters,
5700 Almaden
Expressway,
San Jose
Karen Hardy Kathy
Watanabe
Director of Water
and Sewer Utilities
Glenna Brambill
Santa Clara Valley Water District
(408) 630-2408
Established by the Santa Clara Valley Water District Board of Directors to review and advise on issues relating to water supply and water pricing. No stipend for attendee.
Silicon Valley
Animal Control
Authority
(SVACA)
Meets 4th
Wed. of every
other month
beginning in
Jan.
8:30 a.m. SVACA
Headquarters,
3370 Thomas
Road, Santa
Clara
Raj Chahal Anthony
Becker
Police Department
Patrol Lieutenant
Heidi Springer
(408) 764-0350
Established in 2000 to provide animal control field services and shelter services for the participating cities. The Board is comprised of four members representing the participating cities of Santa Clara, Campbell, Monte Sereno, and Mountain View. No stipend for attendee.
2024 Council Appointments to Outside Agency Committees
Committee Date Time Location Councilmembers Alternate Staff Contact Silicon Valley
Regional
Interoperability
Authority
(SVRIA) Board
of Directors
Meets every
other month -
must meet
annually a
minimum of
two regular
meetings
5:00 p.m. Santa Clara
Police
Department,
601 El Camino
Real, Santa
Clara
Karen Hardy
(Santa Clara
alternates primary
member position
with Sunnyvale
and Milpitas).
Chief of Police Eric Nickel
Executive Director SVRIA
(408) 615-5571
In 2001, several agencies in the area established the Silicon Valley Regional Interoperability Project to design an implementation strategy for an interoperable communications network; purchase a radio and data communications system or network; integrate this system or network with other nearby regional public safety communications systems; participate in regional interoperability; and to jointly apply for grants and funding to facilitate these goals. In 2010, a Joint Powers Agreement was established to implement and operate the SVRIA and other projects. The 11-member Board of Directors of the JPA consists of elected officials from different geographic regions of the County and will serve as the governing body for the agreement. The City of Santa Clara is represented in the “Central County Agencies” that also includes Sunnyvale and Milpitas. No stipend for attendee.
Stevens Creek
Corridor
Steering
Committee
Meets as-
needed basis
TBD Locations
alternate
Anthony Becker
(Primary), San
Jose District 1
Councilmember
Rosemary Kamei
City of San Jose – District 1
(408) 535-4901
In 2019, the cities of Cupertino, Santa Clara, San José, and Santa Clara County adopted resolutions in support of a vision study of the Stevens Creek Corridor, formalizing interest in creating a common vision for high-capacity transit along the Stevens Creek Corridor that will improve mobility and its interrelationship with walking, biking, placemaking, and enhancing the quality of life for all community members in a seamless manner. A steering committee of elected officials from the participating jurisdictions formed to provide a forum for their elected representatives to meet, discuss and provide direction on a common vision for the Stevens Creek Corridor. On August 29, 2023, the Council voted to name Councilmember Anthony Becker as Primary member.
2024 Council Appointments to Outside Agency Committees
Committee Date Time Location Councilmembers Alternate Staff Contact Triton Museum
of Art Liaison
Committee
Meets
generally on
the fourth
Thursday of
every month
4:30 p.m. –
5:30 p.m.
Triton Museum
Boardroom,
1505
Warburton
Avenue, Santa
Clara
Kevin Park Raj
Chahal
City Manager’s
Office
Management
Analyst
Triton Museum of Art
(408) 247-3754
The Triton Museum of Art is an independent non-profit organization. The Council appoints a representative to serve as a liaison to the Triton Museum Board. The participation of a Councilmember at the Triton Museum Board meetings will further the communication and knowledge of the City’s support. No stipend for attendee.
2024 Council Appointments to City Committees
Committee Date Time Location Councilmembers Alternate Staff Members Staff Liaison Americans with
Disab
ilities Act
(ADA) Committee
Meets on call TBD
City Hall Council
Chambers: 1500
Warburton Ave.,
Santa Clara
Raj Chahal (Chair) Anthony Becker Director of Public
Works, City Attorney
Kelly Conoscenti, Staff
Aide
Phone: 408-615-3000
Established on September 29, 1992, to review accessibility issues, the Committee includes individuals and representatives from community organizations such as VIA Rehabilitation, Hearing Loss Association of America, and Silicon Valley Independent Living Center.
Audit Committee Meets on call TBD
City Hall Council
Chambers: 1500
Warburton Ave.,
Santa Clara
Kevin Park
Kathy Watanabe
(Chair)
Suds Jain
Raj Chahal City Manager, Director
of Finance, City
Auditor, City Attorney
Reviews the annual independent audits, Comprehensive Annual Financial Report, Single Audit Report, Electric Utility Financial Statements, Stadium Authority Financial Statements, and City Auditor’s Annual Report. Meetings are attended by City staff and independent auditor.
Bicycle
Pedestrian
Advisory
Committee
(BPAC)
Meets on the
fourth Monday
of January,
March, June,
August, and
October
4:00 p.m. City Hall Council
Chambers: 1500
Warburton Ave.,
Santa Clara
Karen Hardy
(Chair)
Suds Jain Director of Public
Works, Traffic
Engineer, Police
Department Traffic
Sergeant, City Attorney
Michael Liw Principal,
Transportation
Planner
Phone: 408-615-3024
Originally established on May 14, 1991, the Committee was established to explore developing safe bicycle lanes and routes on City streets. The Committee name and duties were revised in March 25, 2014 to include pedestrian aspects and to provide input on non-engineering activities to increase pedestrian and bicycle usage in the City.
2024 Council Appointments to City Committees
Committee Date Time Location Councilmembers Alternate Staff Members Staff Liaison Economic
Development,
Communications,
and Marketing
Committee
Currently on
hiatus due to
staffing
capacity.
TBD City Hall Council
Chambers: 1500
Warburton Ave.,
Santa Clara
Anthony Becker
Kathy Watanabe
Kevin Park (Chair)
Raj Chahal City Manager, Assistant
City Manager, Director
of Communications,
City Attorney
TBD
The Economic Development, Communications, and Marketing Committee was established by Council action on February 5, 2019, to consolidate the Economic Development Committee and the Marketing Committee. The Committee focuses proactive economic development and effective communication, as well as reviews the City’s marketing and branding strategies.
Governance and
Ethics
Committee
Meets on the
first Monday of
March, June,
September,
and December
3:00 p.m. City Hall Council
Chambers: 1500
Warburton Ave.,
Santa Clara
Suds Jain
Lisa Gillmor
Raj Chahal (Chair)
Kevin Park City Manager, City
Attorney, City Clerk
Maria Le
Phone: 408-615-5517
The Governance and Ethics Committee was established by Council action on February 5, 2019, to consolidate the Governance Committee, Ethics Committee, and the Facilities Naming and Honorary Recognition Ad Hoc Committee. The Committee focuses on the refinement or establishment of policies and procedures regarding City Council operations and general good government practices, as well as the further implementation of the City’s Code of Ethics & Values program.
This Committee is also responsible for reviewing requests for facility naming and honorary recognitions.
2024 Council Appointments to Outside Agency Committees
Committee Date Time Location Councilmembers Alternate Staff Contact Association of
Bay Area
Governments
(ABAG)
(General
Assembly)
Meetings held
once a year
From approx.
9:00 a.m. to
3:00 p.m.
TBD Kevin Park Anthony
Becker
Director of
Community
Development
[email protected]
Phone: (415) 820-7913
Established in 1961 to protect local control, planning for the future, and promoting cooperation in area-wide issues.
ABAG’s General Assembly, which meets at
least once a year as part of the GA Conference, determines policy and adopts the annual budget and work program. In addition, the GA reviews policy recommendations from the ABAG Executive Board, establishes annual membership fees, and reviews the bylaws of the ABAG Association. No stipend for attendee.
Bay Area Water
Supply and
Conservation
Agency
(BAWSCA)
Meetings held
every odd
month on the
third Thurs. of
the month
6:30 p.m. Locations may
rotate central
to the three-
county district
Karen Hardy Director of Water
and Sewer Utilities
Nicole Sandkulla, CEO
Lourdes Enriquez, Assistant
[email protected]
Phone: (650) 349-3000
Established in 2003 to allow the City to have a greater voice in planning and funding of improvements in the Hetch-Hetchy regional water supply system. The BAWSCA term is a four-year (and has only one representative (no alternate). $100 stipend for meeting attendance. The appointment of Councilmember Hardy will be for a four-year term beginning July 1, 2023 and ending on June 30, 2027.
Caltrain
Modernization
Local
Policymaker
Group (CalMod)
Meets monthly
on the fourth
Thursday;
except in
December,
meets on the
third Thursday
5:30 p.m.-
7:30 p.m.
Via Zoom or
additional
location, if any,
TBD
Anthony Becker Raj
Chahal
Director of Public
Works (advisor
only, does not
attend meetings)
[email protected]
Phone: (650) 730-6172
Established by Caltrain Joint Powers Board for Caltrain modernization/electrification. Members represent cities along the Caltrain corridor. No stipend for attendee.
2024 Council Appointments to Outside Agency Committees
Cities Association of Santa Clara County Contact
Audin Leung, Board Clerk
[email protected]
Phone: (408) 314-7440
P.O. Box 3114, Los Altos, CA 95024
Committee Date Time Location Councilmembers Alternate Staff Cities
Associ
ation,
Board of
Directors
Meets 2nd
Thurs. of the
month, except
July
7:00 p.m. Sunnyvale City
Hall: 456 West
Olive Avenue,
Sunnyvale
Kathy Watanabe Kevin Park City Manager or Assistant City Manager No stipend for attendee. City Council appoints one council member and one alternate. For more information, see Association Bylaws, Art, III, Section 1 and 2.
Cities
Association,
City Selection
Committee
Meets on call 6:45 p.m.
(Immediately
before Board
of Directors
meeting)
Sunnyvale City
Hall: 456 West
Olive Avenue,
Sunnyvale
Lisa Gillmor Designee
as need
City Manager or Assistant City Manager
Established to promote cooperation among the fifteen cities of Santa Clara County and to promote legislative action that will affect local control. The membership of the City Selection Committee shall be the Mayor or the Mayor’s designee. Governed by the requirements of Government Code sections 50270-50279.4.
Cities
Association,
Legislative
Action
Committee
Meets on call 6:45 p.m.
(before Board
of Directors
meeting)
Sunnyvale City
Hall: 456 West
Olive Avenue,
Sunnyvale
Kathy Watanabe Suds Jain City Manager or Assistant City Manager The representative shall be a City Council member or the Mayor. Each city shall also appoint an alternate to serve on the Committee in the absence of the representative. The alternate may be a City Councilmember or the Mayor. For more information, see Association Bylaws, Art, VI, Section 1 (b).
2024 Council Appointments to Outside Agency Committees
Committee Date Time Location Councilmembers Alternate Staff Contact City/Mission
Col
lege Liaison
Committee
Meets on call
twice a year
TBD Alternates
between Santa
Clara City Hall
and Mission
College
Karen Hardy
Lisa Gillmor
Anthony Becker
(Chair)
Raj
Chahal
City Manager,
Director of
Community
Development,
Director of Parks
and Recreation
Mission College Office of the
President, EA
Email: Milani.zepeda@
missioncollege.edu
or City of Santa Clara,
Assistant to the City Manager
Email: [email protected]
Establishes ongoing communication and review of joint programs with Mission College. The Mission College President and two board members participate on the Committee. No stipend for attendee.
City/School
Liaison
Committee
(Santa Clara
Unified School
District):
Meets first
Wednesday
every other
month
beginning
January
11:45 Alternates
between Santa
Clara City Hall
and Santa
Clara Unified
School District
Lisa M. Gillmor
Kathy Watanabe
(Chair)
Raj Chahal
Suds Jain Assistant City
Manager, Director
of Parks and
Recreation, Chief
of Police
City Manager’s Office
(408) 615-2210
SCUSD Superintendent
(408) 423-2006
Establishes ongoing communication and coordination of joint projects/programs between City officials and SCUSD officials. The School Board representatives and School Superintendent are members of the Committee. No stipend for attendee.
2024 Council Appointments to Outside Agency Committees
Committee Date Time Location Councilmembers Alternate Staff Contact Grand
Boulevard
Initiative Task
Force/El
Camino Real
In lieu of
regular
meetings,
there will be
annual
convening(s)
on specific
topics
TBD TBD Raj Chahal Suds Jain Director of
Community
Development
Dave Pape, SamTrans
Phone: (650) 508-6210
The Grand Boulevard Initiative is a collaboration of 19 cities, counties, local and regional agencies united to improve the performance, safety and aesthetics of El Camino Real. Joint Venture Silicon Valley Network/Peninsula Policy Partnership formed the Task Force for the purpose of looking for ways to raise the status of El Camino Real to a world-class boulevard with special attention to the aesthetic, safety, and interjurisdictional issues. No stipend for attendee.
Human
Trafficking
Commission
Meetings held
once per year,
generally at
the end of the
year
(November)
1 p.m.
Board of
Supervisors’
Chambers,
County
Government
Center: 70
West Hedding
Street, San
Jose
Kathy Watanabe Kevin Park Chief of Police
The Human Trafficking Commission was established on April 29, 2014 to investigate the nature and scope of human trafficking in the County, including both labor and sex trafficking; identify model victim-centered policies, services, and preventative measures to address this issue; make legislative and policy recommendations to the Santa Clara County Board of Supervisors; support the apprehension and prosecution of traffickers; and collaborate with partners regionally, nationally, and internationally to share information and strategies for ending human trafficking. No stipend for attendee.
2024 Council Appointments to Outside Agency Committees
Committee Date Time Location Councilmembers Alternate Staff Contact Northern
California
Power Agency
(NCPA)
Meets most
months, fourth
Thursday of
every month
Typically
meets at 9:30
a.m.
Rotating NCPA
Cities (half in
Roseville)
Suds Jain Kathy
Watanabe
City Manager,
Assistant City
Manager, Chief
Electric Utility
Officer, Assistant
Dir. of Electric
Utility, Electric
Division Manager
NCPA
Phone: (916) 781-4202
The Northern California Power Agency (NCPA), a California Joint Action Agency, was established in 1968 by a consortium of locally owned electric utilities to make joint investments in energy resources that would ensure an affordable, reliable, and clean supply of electricity for customers in its member communities. NCPA members include municipalities, a rural electric cooperative, and other publicly owned entities for which the public agency provides such services as the purchase, aggregation, scheduling, and management of electrical energy.
Police
Activities
League (PAL)
Meets second
Wednesday of
every month
7:00 p.m. Police
Department
Community
Room: 601 El
Camino Real,
Santa Clara
Lisa M. Gillmor Kathy
Watanabe
PAL Executive
Director, Chief of
Police
[email protected]
Founded and incorporated in 1970 as a nonprofit organization to provide a place where the youth of the City may enjoy educational and social benefits and athletic activities under competent supervision. The organization is managed by a board of directors comprised of volunteers.
2024 Council Appointments to Outside Agency Committees
Committee Date Time Location Councilmembers Alternate Staff Contact Peninsula
Division of the
League of
California
Cities
Meets 4x per
year.
Peninsula
Division holds
“Legislative
Day” each
April in
Sacramento
(Invitations
sent quarterly.)
Alternating
between San
Mateo and
Santa Clara
Counties
Kevin Park Suds Jain City Manager Seth Miller
(415) 595-8629
Established to encourage greater participation in the Division’s activities, thereby creating a strong and unified voice for cities in the Peninsula Division. The responsibilities of the liaison include keeping the Council informed about and engaged in the Division’s legislative activities, to provide periodic League updates at Council meetings and to attend Division and League events whenever possible. No stipend for attendee.
Joint Recycled
Water Policy
Advisory
Committee
Meets third
Thursday in
April and as
needed
Alternates
annually
between San
Jose City Hall
(even years)
and the Santa
Clara Valley
Water District
Headquarters,
San Jose (odd
years)
Karen Hardy Kathy
Watanabe
Director of Water
and Sewer Utilities
Jeff Provenzano, City of San Jose
Environmental Services
(408) 277-3288
Established in 2010 to review and advise the Santa Clara Water District and the City of San Jose (lead agency for the San Jose/Santa Clara Water Pollution Control Plant) on all policy issues related to recycled water including operations and capital improvements.
2024 Council Appointments to Outside Agency Committees
Committee Date Time Location Councilmembers Alternate Staff Contact Recycling and
Waste
Reduction
Commission of
Santa Clara
County
(RWRC)
Meets 4th
Wed. of every
even
numbered
month except
the Dec.
meeting (date
TBD due to
holidays)
5:30 p.m.
Board of
Supervisors’
Chambers,
County
Government
Center: 70
West Hedding
St, 1
st Floor,
San Jose
Kathy Watanabe Deputy Director of
Public Works
[email protected]
(408) 282-3180
Established per requirements of the California Integrated Waste Management Act of 1989 (AB 939) and subsequent amending legislation in order to coordinate and provide input to the countywide solid waste management program. Membership appointed through the City Selection Committee of Santa Clara County Cities’ Association. No stipend for attendee.
San Francisco
Bay Area
Regional
Water System
Financing
Authority
Meets once a
year, in
January
Immediately
prior to the
BAWSCA
Board
Meetings at
6:30pm
San Mateo
Main Library,
Oak Room, 55
West 3
rd
Avenue, San
Mateo
Karen Hardy Director of Water and Sewer Utilities
Nicole Sandkulla, CEO,
Lourdes Enriquez, Assistant
[email protected]
(650) 349-3000
Established February 2003 to allow the City to have a greater voice in planning and funding of improvements in the Hetch-Hetchy regional water supply system.
The Regional Financing Authority is a parallel organization with the Bay Area Water Supply and Conservation Agency (BAWSCA). Same stipend for this and BAWSCA meeting attendance. The appointment of Councilmember Hardy will be for a four-year term beginning July 1, 2023 and ending on June 30, 2027.
2024 Council Appointments to Outside Agency Committees
Committee Date Time Location Councilmembers Alternate Staff Contact San
Jose/Santa
Clara Clean
Water
Financing
Authority
Meets Feb., if
necessary,
May, Aug., &
Nov. on 2nd
Thurs. of the
month
3:30 p.m. San Jose City
Hall, 200 East
Santa Clara
Street, Room
T-1352
Kathy Watanabe
Kevin Park
Suds Jain Director of Water
and Sewer Utilities
[email protected]
(408) 535-7010
A joint powers authority created under CA Gov Code (Articles 1, 2 and 4 of Chapter 5 of Division 7 of Title 1) pursuant to the Joint Exercise of Powers Agreement dated March 1, 1981, as amended and restated, between the City of San José and the City of Santa Clara. CWFA’s purpose is to acquire and construct any additions and improvements to the existing wastewater treatment plant and related facilities jointly owned by the City of San José and the City of Santa Clara.
San
Jose/Santa
Clara
Treatment
Plant Advisory
Committee
(TPAC)
Meets second
Thurs. monthly
(third Thurs. in
May, no
meeting in
July)
4:00 p.m. (if
there are
other
meetings, this
group would
meet last)
San Jose City
Hall, City
Manager’s
Office, 17
th
floor, Room
1734, San
Jose
Kathy Watanabe
Karen Hardy
Lisa
Gillmor
Director of Water
and Sewer Utilities
April Kellett, City of San Jose
Environmental Services
(408) 975-2547
Reviews and advises the City of San Jose City Council on all issues relating to the operation and capital improvement of the San Jose/Santa Clara Water Pollution Control Plant. $100 stipend for regular meeting attendance.
Santa Clara
County
Expressway
Plan 2040
Policy
Advisory
Board (PAB)
Meets as
needed
TBA Kathy Watanabe Karen Hardy
Director of Public
Works (Advisor
only, does not
attend meetings)
Ellen Talbo, County of Santa Clara,
County Transportation Planner
(408) 573-2482
The Santa Clara County Comprehensive Expressway Planning Study Policy Advisory Board (PAB) will provide a forum for policy input from elected officials for updating the Expressway Study’s Implementation Plan originally adopted in August 2003. No stipend for attendee.
2024 Council Appointments to Outside Agency Committees
Committee Date Time Location Councilmembers Alternate Staff Contact Santa Clara
Sister Cities
Association
Meets as
needed
7:00 p.m. Headen Inman
House for
Board
Meetings
Kevin Park Kathy
Watanabe
City Manager’s
Office
Margaret Horoszko, President,
[email protected]
The Santa Clara Sister Cities Association, an independent non-profit organization, assists the City in exchange activities with Coimbra, Portugal, Izumo, Japan and Limerick, Ireland -- Santa Clara's three sister-cities. The Council appoints a representative to serve as liaison to the Association.
Santa Clara
University
Liaison/
Neighborhood -
University
Relations
Committee
(NURC)
Meets three
times annually
on Monday
evenings
during the
academic year
7:00 p.m. Mission
Branch Library
Raj Chahal
Kevin Park
Suds Jain (Chair)
Lisa
Gillmor
City Manager,
Director of
Community
Development,
Code Enforcement
Technician, Chief
of Police
Lesley Xavier,
[email protected]
Established in 1990 to review student housing issues (formerly Student Housing Committee). Established a forum for on-going communication and problem solving among City officials, neighborhoods, property owners and Santa Clara University officials and students. Santa Clara University/City Liaison Committee and NURC were combined because of the similar topics that the two committees cover. Three NURC meetings will be held per year (October /November, February and April) for neighborhood issues, and the Staff Task Force and City-Neighborhood forum will no longer be held pursuant to Council action of June 23, 2009). A University- City Subcommittee comprised of NURC City Councilmembers, University officials and City Executive Team Members will meet as needed.
2024 Council Appointments to Outside Agency Committees
Santa Clara Valley Transportation Authority (SCVTA) Contact
Board Secretary, SCVTA
(408) 321-5680
Committee Date Time Location Councilmembers Alternate Staff SCVTA, Board
of
Directors
Meets first
Thursday of
every month
(except July)
5:30 p.m. Board of
Supervisors
Chambers, 70
West Hedding
St., San Jose
Suds Jain Director of Public Works
North East Cities Group
Position includes appointment to one of three sub-committees appointed by the VTA Board of Directors. Small Cities Group representation is a 2-year rotating term with two member cities and one alternate city. The Small Cities Group is comprised of the Cities of Milpitas, Sunnyvale, and Santa Clara.
Sets VTA policy; establishes committees to give advice on policy matters and provide in-depth review. $100 stipend for meeting attendance, per day. The VTA Administrative Code states that appointments to standing committees are approved by the VTA Board of Directors based on the recommendations of the current chairperson. At the first meeting in January, the Board shall approve the members and chairpersons of all standing committees of the Board based on recommendations for these positions provided by the Board Chairperson. The term of each appointment shall be for one year.
SCVTA, Policy
Advisory
Committee
Meets on the
second
Thursday of
every month
4:00 p.m.
VTA Offices,
3331 North
First Street,
San Jose, Bldg
B, Conference
Room B-106
Raj Chahal Kevin Park Ensures that all jurisdictions within the County have access to development of VTA's policies. No stipend for attendee.
2024 Council Appointments to Outside Agency Committees
Committee Date Time Location Councilmembers Alternate Staff Contact Santa Clara
Valley Water
Commission
(SCVW)
Meets
quarterly in
Jan., April (2nd
Wed.), July,
and Oct. on
the fourth
Wed. of the
month
12:00 p.m. SCVW District
Headquarters,
5700 Almaden
Expressway,
San Jose
Karen Hardy Kathy
Watanabe
Director of Water
and Sewer Utilities
Glenna Brambill
Santa Clara Valley Water District
(408) 630-2408
Established by the Santa Clara Valley Water District Board of Directors to review and advise on issues relating to water supply and water pricing. No stipend for attendee.
Silicon Valley
Animal Control
Authority
(SVACA)
Meets 4th
Wed. of every
other month
beginning in
Jan.
8:30 a.m. SVACA
Headquarters,
3370 Thomas
Road, Santa
Clara
Raj Chahal Anthony
Becker
Police Department
Patrol Lieutenant
Heidi Springer
(408) 764-0350
Established in 2000 to provide animal control field services and shelter services for the participating cities. The Board is comprised of four members representing the participating cities of Santa Clara, Campbell, Monte Sereno, and Mountain View. No stipend for attendee.
2024 Council Appointments to Outside Agency Committees
Committee Date Time Location Councilmembers Alternate Staff Contact Silicon Valley
Regional
Interoperability
Authority
(SVRIA) Board
of Directors
Meets every
other month -
must meet
annually a
minimum of
two regular
meetings
5:00 p.m. Santa Clara
Police
Department,
601 El Camino
Real, Santa
Clara
Karen Hardy
(Santa Clara
alternates primary
member position
with Sunnyvale
and Milpitas).
Chief of Police Eric Nickel
Executive Director SVRIA
(408) 615-5571
In 2001, several agencies in the area established the Silicon Valley Regional Interoperability Project to design an implementation strategy for an interoperable communications network; purchase a radio and data communications system or network; integrate this system or network with other nearby regional public safety communications systems; participate in regional interoperability; and to jointly apply for grants and funding to facilitate these goals. In 2010, a Joint Powers Agreement was established to implement and operate the SVRIA and other projects. The 11-member Board of Directors of the JPA consists of elected officials from different geographic regions of the County and will serve as the governing body for the agreement. The City of Santa Clara is represented in the “Central County Agencies” that also includes Sunnyvale and Milpitas. No stipend for attendee.
Stevens Creek
Corridor
Steering
Committee
Meets as-
needed basis
TBD Locations
alternate
Anthony Becker
(Primary), San
Jose District 1
Councilmember
Rosemary Kamei
City of San Jose – District 1
(408) 535-4901
In 2019, the cities of Cupertino, Santa Clara, San José, and Santa Clara County adopted resolutions in support of a vision study of the Stevens Creek Corridor, formalizing interest in creating a common vision for high-capacity transit along the Stevens Creek Corridor that will improve mobility and its interrelationship with walking, biking, placemaking, and enhancing the quality of life for all community members in a seamless manner. A steering committee of elected officials from the participating jurisdictions formed to provide a forum for their elected representatives to meet, discuss and provide direction on a common vision for the Stevens Creek Corridor. On August 29, 2023, the Council voted to name Councilmember Anthony Becker as Primary member.
2024 Council Appointments to Outside Agency Committees
Committee Date Time Location Councilmembers Alternate Staff Contact Triton Museum
of Art Liaison
Committee
Meets
generally on
the fourth
Thursday of
every month
4:30 p.m. –
5:30 p.m.
Triton Museum
Boardroom,
1505
Warburton
Avenue, Santa
Clara
Kevin Park Raj
Chahal
City Manager’s
Office
Management
Analyst
Triton Museum of Art
(408) 247-3754
The Triton Museum of Art is an independent non-profit organization. The Council appoints a representative to serve as a liaison to the Triton Museum Board. The participation of a Councilmember at the Triton Museum Board meetings will further the communication and knowledge of the City’s support. No stipend for attendee.