HomeMy WebLinkAboutMS Essential Facilities Strategic PlanCI F� Agenda Item No: 6. b
Meeting Date: July 20, 2015
SAN RAFAEL CITY COUNCIL AGENDA REPORT
Department: CITY MANAGER
Prepared by: Jim Schutz,
Assistant City Manager
City Manager Approval:// �-
TOPIC: ESSENTIAL PUBLIC SAFETY FACILITIES STRATEGIC PLAN
SUBJECT: ADOPT A RESOLUTION ACCEPTING THE ESSENTIAL FACILITIES STRATEGIC
PLAN FOR THE CITY OF SAN RAFAEL
EXECUTIVE SUMMARY:
Building from over a decade of community efforts to address San Rafael's aging essential public safety
facilities, the Essential Facilities Strategic Plan provides a thorough and operationally forward -thinking
vision for police and fire facilities. There are a total of seven projects recommended for either
replacement or renovation, including a new public safety center across the street from City Hall. The
Plan estimates completion of all projects by 2019 and the order of magnitude total budget range is $63
to $72 million.
RECOMMENDATION:
Staff recommends the City Council adopt the attached resolution accepting the Essential Facilities
Strategic Plan for the City of San Rafael.
BACKGROUND:
The City has had a goal for many years to make needed improvements to essential public safety
facilities. Past efforts have involved countless hours of community members volunteering their time,
working with the City, to realize this goal. Considerable effort was invested in the 2003 "Essential
Facilities Strategic Analysis" and accompanying "Facility Evaluation Report," the work of the 2004-05
Critical Facilities Strategy Committee, and the work of the 2007-08-09 Critical Facilities Committee.
This important work serves as the foundation for the proposed Essential Facilities Strategic Plan
("Strategic Plan" or "Plan"), attached as Exhibit B.
In November 2013, Measure E was passed by the voters of San Rafael extending for 20 years an
existing 0.5% transactions and use tax and adding 0.25% (25 cents on a $100 purchase). The new tax
went into effect in April 2014. In anticipation of the additional revenue, in February 2014, the City
Council directed staff to set aside the revenues from the added quarter percent to begin to address the
FOR CITY CLERK ONLY
File No.: )2— 22 -)- 9-3-30 A 1 --39-3 I
Council Meeting: 20 ?-oi S
Disposition: J�CSo4 ° 1 1ati 139
SAN RAFAEL CITY COUNCIL AGENDA REPORT / Paw: 2
City's aging essential facilities, including making critical improvements to our public safety facilities in
San Rafael. This portion of Measure E revenues raises approximately $3.7 million per fiscal year.
In 2014, the City Council Facilities Subcommittee, made up of Mayor Phillips and Vice Mayor
McCullough, worked with staff to oversee financial and bond issuance preparation, budget
development, program study, and communications. In October 2014, the City issued two Requests for
Proposals (RFP) and hired Mary McGrath Architects for an Essential Facilities Strategic Plan and
Kitchell CEM for project management and pre -construction services. The Strategic Plan, of which the
City Council is considering tonight, updates the 2003 facility condition assessments; develops space
needs of essential facilities and feasibility studies of improving existing or new public safety facilities;
develops project budgets and a funding plan; prioritizes projects; and develops a phasing and
implementation schedule.
The City established a Working Group to provide advice and recommendations to the Facilities
Subcommittee on the development of the Strategic Plan. The Working Group included:
■ Andy Rogerson, Fire Captain
■ Carl Huber, Police Sergeant
■ Chris Gray, Fire Chief
■ Diana Bishop, Police Chief
■ Jackie Schmidt, Resident/Measure E Oversight Committee
■ Jim Schutz, Assistant City Manager
■ Larry Luckham, Fire Commissioner
■ Mark Bustillos, Parks & Recreation Commissioner
■ Kevin McGowan, Acting Director of Public Works
■ Nancy Mackle, City Manager
■ Viktoriya Wise, Planning Commissioner
The Working Group and Facilities Subcommittee met five times to develop the Strategic Plan. This
work included providing input on development scenarios and communication strategies. Public safety
personnel were interviewed to develop an understanding of current operational procedures as they
relate to current and future space needs. Updates were completed to facility assessments with a focus
on the current condition's compliance with seismic codes and departmental operational requirements.
Order of magnitude budgets were developed for each project. The projects were then evaluated as a
group of development scenarios that presented different approaches for improving or replacing the
City's essential facilities. The variables included maximizing the use of the available funding,
improvements for seismic safety, and providing operationally efficient facilities. Over several months,
these scenarios were reviewed and refined using input from all stakeholder groups resulting in a final
proposed scenario for the Strategic Plan.
ANALYSIS:
The goal of this Strategic Plan is to serve as a guide for the City in implementing the replacement
and/or seismic upgrade/remodel of the City's Essential Facilities; thereby ensuring that our police and
fire facilities are capable of serving the citizens in the event of a major earthquake and other potential
disasters. The Strategic Plan includes suggested improvements, estimates of costs, a design and
construction schedule, and assumes a range of funds that can be identified for the implementation of
the Plan. It must be noted that as implementation begins, more details will become available -- through
detailed design development and associated cost updates, assessment of the bidding environment as
well as the conditions in the financial market — and therefore the Plan is a "living document" that will be
reviewed as it progresses. Costs and schedule are therefore subject to change.
SAN RAFAEL CITY COUNCIL AGENDA REPORT / Page: 3
Guiding Principles
The Strategic Plan is guided by the following key principles:
1. All seismic safety and key operational efficiency issues must be addressed to accommodate a
modern workforce.
2. The plan should improve as many facilities (police/fire) as possible and spread funds around so
that the city can make improvements at all locations rather than just a few.
3. Set a budget range of $63M to $72M and refine the scope of each project as they are
developed to find savings if possible.
4. Set a project delivery schedule that allows the Measure E funds to be maximized through the
potential of lower interest rates in the near term.
5. Because current fire station locations provide appropriate response times, the goal of optimizing
locations for improved response times must be balanced with the costs.
6. Lease savings and other cost savings should be included in the financial plan.
7. Utilize city -owned property if possible to maximize funds for facilities.
Recommended Improvement Scenario
There are a total of seven projects recommended for either replacement or renovation, summarized
below and discussed in great detail in the Strategic Plan. All recommended projects would be
implemented on city -owned property and through this scenario all seismic safety and key operational
efficiencies will be addressed. The budgets reflected below are known as an "Order of Magnitude Cost
Plan," identifying costs within a range or approximate amount.
A. New Public Safety Center located at Fifth Ave. (Across from City Hall)
A new Public Safety Center would consolidate Police operations (currently located in five
separate facilities), Fire Station 51, Fire administrative operations, and the City's Emergency
Operations Center. Because the Police Department is located partially in City Hall, it is not a
candidate for seismic retrofit and expansion, as the cost to make it an essential facility would
exceed new construction across the street. The cost to retrofit/remodel Station 51 would also
exceed new construction. Significant savings are assumed due to the termination of several
leased facilities.
Order of Magnitude Cost Plan: $41 M to $43M
B. Replacement Fire Station No. 52 and Training Tower at Third Street
The condition of Station 52 is sufficiently poor to require a rebuild rather than retrofit. This would
allow a reconfiguration of the site to allow improved training capacity and a medic unit.
Order of Magnitude Cost Plan: $13.2M to $14.2M
C. Replacement Fire Station No. 57 at the Marin County Civic Center
The condition and configuration of Station 57 is sufficiently inadequate to require a rebuild rather
than retrofit. With a rebuild, costs can be saved by relocating the medic unit from Station 53.
Station 53 can be repurposed for other uses. Due to the fire service agreement with Marin
County for CSA 19, the County may participate in funding a replacement station.
Order of Magnitude Cost Plan: City portion is anticipated to be $5.5M to $6M, However,
negotiations with the County are just underway and will determine the final cost sharing
agreement.
SAN RAFAEL CITY COUNCIL AGENDA REPORT / Page: 4
D and E. Seismic and Operational Upgrade to Fire Stations 54 and 55
Due to the smaller scale of fire stations 54 and 55, operational requirements compared to other
locations and the buildings' construction type, these fire stations are candidates for seismic
renovation, remodel and minor expansion.
Order of Magnitude Cost Plan: $7M to $8M
F. Operational Improvements at Fire Station No. 56 at Del Ganado
Fire Station 56 is the newest station and requires the least amount of improvements. Further, it
is a candidate for relocation when funds are available in the future.
Order of Magnitude Cost Plan: $150K to $250K
G. Re -Purpose of the First Floor of City Hall (to be Vacated by Police)
The new Public Safety Center location and program drives the required relocation to City Hall of
the Economic Development Department, Parking Services, and Police Department Youth
Services Bureau. Space will be reconfigured for additional staff as identified.
Order of Magnitude Cost Plan: $150K to $250K
Schedule
An implementation schedule is included in the Plan which shows the commencement of plan
implementation with design in summer of 2015 and completion of all projects by 2019. Phasing of the
projects considers fiscal as well as operational concerns. During implementation, when more details
become developed, so shall the details of the schedule, and therefore is subject to change.
ENVIRONMENTAL ANALYSIS:
The next step for this project is the design phase for the first set of buildings. This phase includes an
entitlement process as well as California Environmental Quality Act (CEQA) analysis, which includes
topics such as historical significance and building heights. Fire Station 51 (1039 C Street) is not on the
City's Historical/Architectural Survey, however the building at 1313 Fifth Avenue is listed and rated as
"Good."
COMMUNITY OUTREACH:
A Communications Plan (see Exhibit C) was developed to identify strategies to enhance engagement
and transparency throughout the Essential Facilities Strategic Plan and the resulting future design and
construction work. To -date, a webpage has been created at a ae or ac) es with
information about the Working Group as well as the tasks and timeline for the strategic planning
process. Staff conducted project updates to a variety of community and stakeholder groups including
the Federation of San Rafael Neighborhoods, North San Rafael Coalition of Residents, Business
Issues Committee, San Rafael Chamber of Commerce Economic Vitality Committee, and multiple
updates with the San Rafael Fire Commission. The proposed Strategic Plan itself was posted to the
City's website on July 10th at http.//www cityofsanrafael.org/citymgr-pro'-facilities.
Information about the Strategic Plan was also included in a press release, the City Manager
eNewsletter "Snapshot," and all City social media accounts.
During implementation, each project will undergo additional outreach, with neighbors and other
stakeholders to review operational and design issues.
SAN RAFAEL CITY COUNCIL AGENDA REPORT/ Page: 5
FISCAL IMPACT:
There is no direct fiscal impact to the recommended action in this staff report. Subsequent steps, which
will come before the City Council, will have fiscal impacts. City Council actions will be required in the
coming months to approve contracts and funding for professional design, engineering and project
management services and ultimately for bidding and construction of each facility. The order of
magnitude total budget range for all projects included in the Strategic Plan is $63 to $72 million.
Funding for implementation of the Plan will be appropriated from the portion of Measure E revenues
allocated to public safety facilities construction and improvements.
OPTIONS:
The City Council has the following options to consider on this matter:
1. Adopt resolution accepting the Essential Facilities Strategic Plan
2. Adopt resolution with modifications.
3. Direct staff to return with more information.
4. Take no action.
RECOMMENDED ACTION:
Adopt Resolution.
EXHIBITS:
A. Resolution
B. Essential Facilities Strategic Plan — Volume I, II, III and IV
ntt►awwww.cityofsanrafael.org/citymgr-pro'-facilities.
C. Essential Facilities Communication Plan
RESOLUTION NO. 13978
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN RAFAEL TO
ACCEPT THE ESSENTIAL FACILITIES STRATEGIC PLAN
WHEREAS, the ability of the City's Fire and Police Departments to carry out their
mission to serve and protect our citizens and provide a foundation for business prosperity is
essential. With an increased population, a rise in demand for emergency responses, current
economic constraints, and an aging infrastructure, the ability of our police and fire departments to
deliver essential emergency services in the future may be challenged; and
WHEREAS, the City's Police Department has a skilled staff of 90 total employees overseeing
the Traffic Unit, SWAT team, Foot -beat, Investigations, School Resource, Directed Patrol, Youth
Services Bureau, Records, Property Evidence, Dispatch, Permits and Personnel and Training. Currently,
these services are administered from an array of locations and temporary facilities; and
WHEREAS, the City's Fire Department has 80 total employees over seven stations, trained in
specialties including emergency medical care, firefighting, hazardous materials and emergency
preparedness. In addition, the San Rafael Fire Department is partnering with the Larkspur Fire
Department and the Marinwood Fire Department to provide shared services over an expanded operational
area; and
WHEREAS, in order to maintain high quality, cost effective and efficient service, today's "All
Risk" public safety entities must have the infrastructure to support and enhance their essential mission;
and
WHEREAS, starting in 2002, the City Council commissioned important facility studies which
resulted in the August 2003, "Strategic Analysis of City of San Rafael Essential Facilities," a companion
document also from August 2003 entitled, "Facility Evaluation Report of City of San Rafael Essential
Facilities," and a separate study of the San Rafael library; and
WHEREAS, a Critical Facilities Strategy Committee was established in September 2004 to
review the August 2003 studies and "recommend to the [City] Council financially sound and politically
viable strategies that would assure the ability of San Rafael's public safety facilities and library to meet
current and future needs;" and
WHEREAS, in November 2007, the City Council established a new Critical Facilities
Committee to "educate and inform the community about the current condition and needs for improving
our essential service buildings" and develop strategies (particularly funding) to begin addressing the
needs of our buildings. This Committee reviewed the 2003 reports and the work of the prior Committee,
studied the issues, and released their final report in August 2009; and
WHEREAS, in November 2013, the local voters passed Measure E, a three-quarter cent
transactions and use tax with a term of twenty years. This tax supplanted the former, one-half cent
transactions and use tax (Measure S), effective April 1, 2014; and
WHEREAS, in June 2014, the City Council allocated the additional funds from Measure E (i.e.,
the amounts collected in excess of the prior transactions and use tax), approximately $3.7 million/year, to
be used for public safety facilities improvements and construction; and
WHEREAS, after completion of Phase I preparatory work on a Strategic Plan, on December 15,
2014 the City Council authorized agreements with Mary McGrath Architects for architectural services
and Kitchell CEM Inc. for project management to complete Phase 11, the preparation of an "Essential
Facilities Strategic Plan"; and
WHEREAS, the City Council Facilities Subcommittee appointed a Strategic Plan Working
Group which represents public safety personnel, and neighborhood, business, and property owners in San
Rafael, to advise the City Council Subcommittee on the Plan; and
WHEREAS, between January and July 2015, the City Council Facilities Subcommittee and the
Strategic Plan Working Group developed the Essential Facilities Strategic Plan dated July 20, 2015, that
addresses seismic safety and key operational efficiency issues at seven facilities including a new Public
Safety Center; and
WHEREAS, the order of magnitude cost plan for all seven projects ranges from $63 to $72
million; and
WHEREAS, consistent with the provisions of the California Environmental Quality Act (CEQA)
Guidelines, the Essential Facilities Strategic Plan has been reviewed to determine appropriate
environmental review. As the Essential Facilities Strategic Plan is a planning study that will serve as a
guide when making future recommendations regarding replacement and/or seismic upgrade of the City's
essential facilities, it has been determined that this Plan is exempt from environmental review per CEQA
Guidelines Section 15262 (Feasibility and Planning Studies);
NOVO', THEREFORE, BE IT RESOLVED that the City Council of the City of San Rafael
accepts the Essential Facilities Strategic Plan dated July 20, 2015; and
BE IT FURTHER RESOLVED that the City Council of the City of San Rafael does hereby
thank the Strategic Plan Working Group members for their work on the Plan.
I, ESTHER BEIRNE, Clerk of the City of San Rafael, hereby certify that the foregoing
Resolution was duly and regularly introduced and adopted at a regular meeting of the City Council of the
City of San Rafael held on Monday, the twentieth day of July, 2015 by the following vote, to wit:
AYES: COUNCILMEMBERS: Bushey, Colin, Gamblin, McCullough & Mayor Phillips
NOES: COUNCILMEMBERS: None
ABSENT: COUNCILMEMBERS: None
ESTHER BEIRNE, City Clerk
1
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NESSENTIAL FACILITIES
STRUEGIC PLAN
Prepared by:
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DRAFT 7/20/215 CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
VOLUME I. STRATEGIC PLAN REPORT
TABLE OF CONTENTS
PAGE NO.
EXECUTIVE SUMMARY ------------------------------------------------------ 1-9
GOALS
PURPOSE
OBJECTIVE
DEVELOPMENT SCENARIO RECOMMENDATION
IMPLEMENTATION SCHEDULE
STRATEGIC PLAN
A. Background, Stakeholder Input And Plan Development PAGE NO.
Process And Study Organization ------------------------------------------- 1-1 - 1-6
B. Police And Fire Department Organization -------------------------------- 1-7 - 1-13
C. Existing Facility Analysis Summary ----------------------------------------- 1-14 - 1-19
D. Space Needs And Site Arrangements Summary --------------------------1-20 - 1-26
E. Strategic Plan Implementation Scenarios --------------------------------- 1-27 - 1-31
F. Strategic Plan Implementation Schedule ----------------------------------1-32 - 1-33
BACKGROUND STUDIES (SEPARATE VOLUMES)
VOLUME II. DETAILED FACILITY STUDY -PUBLIC SAFETY CENTER
VOLUME III. DETAILED FACILITY STUDY - REPLACEMENT OF FIRE STATION 52
& TRAINING TOWER AND FIRE STATION 57
VOLUME IV. DETAILED FACILITY STUDY - SEISMIC AND OPERATIONAL
UPGRADE TO FIRE STATIONS 54 AND 55
DRAFT 7/20/15 CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
M1WIa
GOAL
The goal of this Strategic Plan is to create a thorough and operationally forward -thinking Essential Facilities
Strategic Plan for the City of San Rafael. The Plan shall guide the City of San Rafael through the implementation of
the replacement and/or seismic upgrade of the City's essential services buildings, here -in referred to as "essential
facilities", to ensure that the essential facilities within the City are capable of serving the citizens in the event of a
major earthquake and other potential disasters.
PURPOSE
The purpose of this study is to provide the City of San Rafael policy makers with the San Rafael Police Department
(SRPD) and San Rafael Fire Department (SRFD) long-term vision for their facilities. This planning tool is meant to
help prioritize and inform the capital development decisions, which are to be funded through the recent Measure
E sales tax initiative. The development priorities are to focus on:
1. Replace and/or improve each of the city's fire stations so that they are seismically improved to remain
operational in the event of a major disaster while improving the operational capability and location of each
responding unit to better serve the changing calls for service within the community;
2. Increasing operational efficiencies of the SRPD by providing a single, seismically and operationally improved
facility from which the department can deliver law enforcement services to the residents, businesses, and
visitors to San Rafael; and
3. Develop the facilities in a manner that maximizes the use of the funds available through Measure E and other
sources as identified by the City.
OBJECTIVE
The objective of the plan is to provide a set of tools for decision making during the implementation of the Facilities
Strategic Plan by establishing implementation goals through the following key findings:
PUBLIC SAFETY CENTER
The functions identified to be placed in a new Public Safety Center include the police department and most of the
fire operations which occur in the existing Fire Station 51.
The San Rafael Police Department is currently located in five separate facilities including the first floor of City hall,
a leased office building across the street from City Hall, a storage facility on 4`h Street, and in modular buildings
located in the City Hall easterly parking lot. Rent for the lease spaces serving the police department currently totals
$16,300 per month. No one facility is capable of being modified for the use by the SRPD and a new facility is
recommended. The SRPD priorities for a replacement facility include:
Executive Summary 1 1
CITY OF SAN RAFAEL DRAFT 7/20/15
ESSENTIAL FACILITIES STRATEGIC PLAN
•
W All police divisions to be located within a single building.
■ The facility is located in the Downtown area, preferably adjacent to City hall.
The SRFD Administration and Fire Station 51 Engine and medic companies are currently located in the existing fire
station on the corner of 5`h Avenue and C Street. The City's Emergency Operations Center (EOC) and Battalion Chief
(BC) office are located on C Street, adjacent to Fire Station 51. Rent for the adjacent lease space used by the
Battalion Chiefs is $4,300 per month. The existing Fire Station 51 is past its useful life and recently suffered visible
damage during the recent Napa Earthquake; replacement is recommended. The SRFD priorities for the
replacement of Fire Station 51 include:
® Close proximity of Fire Administrative leadership to responding Company 51 and BC offices;
• A new facility is to include a fully functional EOC; and
• Apparatus storage shall be provided for a BC command vehicle, Engine 51, and a cross -staffed Truck 51.
It was determined that there were many opportunities and benefits for the SRPD and SRFD to share space. Based
on the findings above, a new Public Safety Center is recommended to be developed on 5`h Avenue across from City
Hall. It shall maximize the joint -use functions of the SRPD and SRFD and provide a single location for the delivery of
law enforcement services for the SRPD. The Fire Administrative functions shall maintain a close adjacency to the
operating Fire Station 51 functions for a continuation of shared management duties. An EOC shall be located in the
public safety center and shall also function as a training classroom and meeting room. The new facility shall
provide sufficient space to eliminate the need for lease space to support each operation.
FIRE STATIONS 52, 53, 54, 55, 56 & 57
Existing Fire Stations 52 and 57 are past their useful life and are recommended to be replaced. They are proposed
to be replaced at their existing locations with increased response capacity by enlarging each station to allow the
placement of a medic company at these locations. In addition, Fire Station 52 is the training location for the SRFD
and this site will include a replacement training classroom and tower.
Medic Company 51 is proposed to be relocated to Fire Station 52 for a more centralized medic response in the
southern area of the city. Medic Company 53 is proposed to be relocated to Fire Station 57 for a more centralized
medic response in the northern area of the city.
Fire Station 53 is past its useful life and not in a location that facilitates improved response times and is
recommended to be closed as a fire station.
Fire Stations 54 and 55 are proposed to be seismically and operationally upgraded in their current locations.
Fire Station 56 was developed as an essential facility and is planned to receive minor maintenance upgrades.
2 1 Executive Summary
DRAFT 7/20/15
FIGURE 1-1 CURRENT FACILITY LOCATION MAP
San Rafael: Current Essential Facilities
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
V San Rafael Fire Station
Operational Area Station
San Rafael Police Station
Executive Summary 13
CITY OF SAN RAFAEL DRAFT 7/20/15
ESSENTIAL FACILITIES STRATEGIC PLAN
•
DEVELOPMENT SCENARIO RECOMMENDATION
Guiding principles were established to inform the development of the preferred Strategic Plan Development
Scenario and subsequent implementation. They are as follows:
GUIDING PRINCIPLES
1. All seismic safety and key operational efficiency issues must be addressed to accommodate a modern
workforce.
2. The plan should improve as many facilities (police/fire) as possible and spread funds around so that the city
can make improvements at all locations rather than just a few.
3. Set a total project cost budget range of $63-72 million for all the proposed projects and refine the scope of
each project as they are developed to find savings if possible.
4. Set a project delivery schedule that allows the Measure E funds to be maximized through the potential of
lower interest rates in the near term.
5. Because current fire station locations provide appropriate response times, the goal of optimizing locations for
improved response times must be balanced with the costs.
6. Lease savings and other cost savings should be included in the financial plan.
7. Utilize city -owned property if possible to maximize funds for facilities.
RECOMMENDED SCENARIO
A total of seven scenarios were developed for the Strategic Plan Working Group to review. Each was an evolution
from the previous. The scenarios tested a variety of ways to meet the Guiding Principles and in the end helped to
shape the Principles themselves. The recommended development scenario (Scenario 7) is described below and a
summary of the key points for each project follows.
SCENARIO 7 DESCRIPTION
There are a total of seven projects recommended for the either replacement or renovation. All recommended
projects would be implemented on city -owned property and through this scenario all seismic safety and key
operational efficiencies will be addressed. The order of magnitude total budget for all projects ranges from $63M
to $72M.
The budgets reflected below are known as an "Order of Magnitude Cost Plan." As a perspective, an order of
magnitude cost plan has the objective of identifying costs within a range or approximate amount. The budget is
not meant to be the lowest possible, rather, to identify the Order of Magnitude of costs in considering next steps.
Volumes II, III and IV provide additional cost data on each project.
This range of costs was used for planning purposes. The ranges below include saving from lease costs currently
incurred by the City and a placeholder for potential cost sharing savings with the County on Fire Station 57.
In this Scenario 7, the initial focus is on the projects with the largest financial exposure so that the maximum value
of the bonds can be realized (assuming interest rates and costs will increase over time). The proposed projects are
listed in the attached table and summarized below:
4 1 Executive Summary
DRAFT 7/20/15
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
<1f=0R'
PSC with Shared Replace Fire Replace Fire
Facilities
Station 52 on
Stations 57
Maximized,
the Existing
with Two
Station 51 with
Site with a
Company
Single Engine
Two -Company
Station.
Company and
Station;
Assumes
BC. Recovered
Re -build
Cost Share
Monthly Lease
Training Facility
with County
Expenditure
Order of Magnitude
Budgets Range Per Project
Renovate Fire Fire Station 55 Fire Station 56 Scope of
Station 54
Seismic and Maintenance Work TBD
Seismic and
Operational Project—
Operational
Upgrades Maintenance
Upgrades
Allowance
$41M — $43M $13.21M — $5.5M — $3.5M — $4.OM $3.5M —
$14.2M $6.OM $4.01V!
Cumulative Order of Magnitude Total Budget $63M — $72M
$15OK— $150K -
$250K $250K
1. NEW PUBLIC SAFETY CENTER LOCATED AT 1401 5T" AVENUE (ACROSS FROM CITY HALL)
Key Attributes
■ A 44,000- to 45,000 -square -foot (SF) Public Safety Center for the Police and Fire Departments.
■ Monthly rental costs of $20,400 are recovered to reduce overall expenses.
■ Staff and program growth factors are included in the Space Summary.
■ All necessary police staff, specialty vehicle storage, and evidence storage are contained in this single building.
■ The apparatus bays provide space for the front line Engine 51, a cross -staffed truck, and a BC vehicle.
■ Spaces shared between the Police and Fire Departments include conference rooms, the main lobby,
restrooms, fitness room, training and building support facilities.
Rationale
Because the SRPD is located in City Hall, it is not a candidate for seismic retrofit and expansion as the cost to make
it an essential facility would exceed new construction. The cost to retrofit/remodel Fire Station 51 would exceed
new construction.
Order of Magnitude Budget Range
a $41M — $43M
Project Schedule
Begin Design Fourth Quarter, 2015
Begin Construction Third Quarter, 2017
Executive Summary ; 5
CITY OF SAN RAFAEL DRAFT 7/20/15
-, ESSENTIAL FACILITIES STRATEGIC PLAN
2. REPLACEMENT OF FIRE STATION 52 AND THE TRAINING TOWER AT 3RD STREET
Key Attributes
• An 11,000- to 11,200 -SF fire station that houses Engine Company 52, Medic Company 51, and provides space
to cross -staff Truck 52.
• The fire station is programmed to provide living and operational work area for six on -duty fire fighters.
• A 24 -person training classroom and multi -storage training tower is included in the project program.
• This station will replace the existing Fire Station 52 modular training classroom and training tower at the same
location.
Rationale
The condition of Fire Station 52 is sufficiently poor to require a rebuild rather than retrofit. This would allow a
reconfiguration of the site so that a training capacity can be improved.
Order of Magnitude Budget Range
• $13.2 —14.2M
Project Schedule
Begin Design Fourth Quarter, 2015
Begin Construction Fourth Quarter, 2016
3. REPLACEMENT OF FIRE STATION 57 AT THE MARIN COUNTY CIVIC CENTER — 3530 CIVIC CENTER DRIVE
Key Attributes
• A 9,800- to 10,000 -SF fire station that houses Engine Company 57, Medic Company 53, and provides space to
cross -staff Truck 57.
• The fire station is programmed to provide living and operational work area for six on -duty fire fighters.
• This site is designated for reserve utility vehicle and trailer storage on-site.
• This station will replace the existing Fire Station 57 at the same location.
Rationale
The condition and configuration of Fire Station 57 is sufficiently inadequate to require a rebuild rather than
retrofit. With a rebuild, costs can be saved by relocating the medic company from Fire Station 53. Fire Station 53
can be repurposed for other uses. Due to the fire service agreement with Marin County for County Service Area
(CSA) 19, the County may participate in funding a replacement station.
Order of Magnitude Budget Range (Assumes 50% cost share with County)
$5.5M — $6.OM ($11M — $12.OM)
Project Schedule
Begin Design Fourth Quarter, 2015
Begin Construction First Quarter, 2017
6 1 Executive Summary
DRAFT 7/20/15 CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
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4. SEISMIC AND OPERATIONAL UPGRADE TO FIRE STATION 54 AT 46 CASTRO STREET
Key Attributes
• The existing fire station is proposed to be expanded and upgrade to address seismic safety and operational
requirements of the fire department.
• The fire station is programmed to provide living and operational work area for four on -duty fire fighters.
Rationale
Due to the smaller scale of Fire Station 54 operations compared to other locations and the buildings construction
type, this fire station is a candidate for seismic renovation, remodel, and minor expansion.
Order of Magnitude Budget Range
$3.5M —$4M
Project Schedule
Begin Design Fourth Quarter, 2016
Begin Construction Second Quarter, 2017
S. SEISMIC AND OPERATIONAL UPGRADE TO FIRE STATION 55 AT 955 PT. SAN PEDRO ROAD
Key Attributes
The existing fire station is proposed to be expanded and upgraded to address seismic safety and operational
requirements of the Fire Department.
The fire station is programmed to provide living and operational work area for four on -duty fire fighters.
Rationale
Due to the smaller scale of Fire Station 55 operations compared to other locations and the buildings construction
type, this fire station is a candidate for seismic renovation, remodel, and minor expansion.
Order of Magnitude Budget Range
$3.5M —$4M
Project Schedule
Begin Design Fourth Quarter, 2016
Begin Construction Second Quarter, 2017
Executive Summary 7
CITY OF SAN RAFAEL DRAFT 7/20/15
ESSENTIAL FACILITIES STRATEGIC PLAN
6. OPERATIONAL IMPROVEMENTS AT FIRE STATION 56 AT DEL GANADO
Key Attributes
• This existing fire station is the most recently built station and was designed as an essential facility. Seismic
upgrade to current codes is not recommended.
• Minor operational upgrades include reconfiguring sleeping area for a dedicated fitness space and converting a
portion of the apparatus bay to turn -out storage.
Rationale
Fire Station 56 is the newest station and requires the least amount of improvements. Further, it is a candidate for
relocation when funds are available in the future.
Order of Magnitude Budget Range
$150K— $250K
Project Schedule
Begin Design First Quarter, 2018
Begin Construction Second Quarter, 2018
7. REPURPOSE OF THE FIRST FLOOR OF CITY HALL (VACATED BY SRPD) -1400 5T" AVENUE
Key Attributes
• This portion of the building was recently renovated and includes newer heating, ventilating, and air
conditioning (HVAC) and electrical systems. The improvements may be limited to minor space reconfiguration
to accommodate the new use.
• The building, when studied in 2003, was found to be in "fair" condition seismically and is "likely to survive a
major earthquake with moderate damage".
• The existing spaces include newer locker and restrooms, a group of private and open office spaces and include
meeting rooms and storage.
• The new users have not yet been identified and the scope of work has not been defined. The budget range is a
placeholder until additional programming takes place.
Rationale
The new Public Safety Center location and program drives the required relocation to City Hall of the Economic
Development Department, Parking Services, and SRPD Youth Counseling Services. Space will be reconfigured for
additional staff as identified.
Order of Magnitude Budget Range
$150 — $250K
Project Schedule
Begin Design First Quarter, 2018
Begin Construction Second Quarter, 2018
8 1 Executive Summary
DRAFT 7/20/15 CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
IMPLEMENTATION SCHEDULE
An implementation schedule is included below which shows the commencement of plan implementation with the
design phase in the summer of 2015 and completion of all projects by 2019. Phasing of the projects considers
fiscal as well as operational concerns.
CITY OF SAN RAFAEL ESSENTIAL FACILITY STRATEGIC PLANNING AND IMPLEMENTATION
PRELIMINARY MASTER PHASING SCHEDULE
2015 2016 1 2017 2.018 2019
ID
TASK
START
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4
CITY OF SAN RAFAEL ESSENTIAL FAC:LITY STRATEGIC PLANNING
CITY OF SAN RAFAEL
AND IMPLEMENTATION
ESSENTIAL FACILITY
1
1/5/2015
STRATEGIC PLANNING
AND IMPLEMENTATION
ESSENTIAL FACILITIES
ESSENTIAL FACILITIES STRATEGIC PLAN (EFSP) PROCESS
2
STRATEGIC P;AN (EFSP)
1/5/2015
PROCESS
ESSENTIAL FACILITIES
E SENTIAL FACILITIES STRATEGIC PLAN APPROVAL
3
STRATEGIC PLAN
7/20/2015
APPROVAL
7/20 X
PLANNING/PRE-DESIGN
P NNING/PRE-DESIGN PHASE
4
7/20/2015
PHASE
7/20
DESIGN PHASE NOTICE TO
D SIGN PHASE NOTICE TO PROCEED
5
11/6/2015
PROCEED
11/6 X
TEMPORARY FACILITYTEMPORARY
FACILITY DESIGN AND INSTALLATION
6
DESIGN AND
6/6/2016
INSTALLATION
6 6 PLAN STALLATION
NEW PUBLIC SAFETY
NEJWPUBLICSAFET CENTER AND STATION 51
7
11/7/2015
CENTER AND STATION 51
11/7 BICONSTRUCTION
NEW STAT ON 52 AND
NEJN STATION 52 A D TRAINING FAC LITY
8
11/7/2015
TRAINING FACILITY
11/7 W=BIQ UNSTRUCTIOt
NEW STATION 57
N4X STATION 57 (C MBINED WITH STATION 53)
9
(COMBINED WITH
11/7/2015
11/7 BID CONSTRUCTION
STATION 53)
ENOVATE STATIONS 54 AND 55
RENOVATE STATIONS 54
10
5/30/2017
AND55
RENOVATION
5/30 =Bl (p
CE
MAINTENANCE
CE AT
MAINTENANCE AT STATION 56
11
4/25/2018
STATION
4/25 E IGN RENOVATION
RE -PURPOSE
RE -PURPOSE CITY HALL
12
4/25/2018
CITY HALL
4/25 D IGN RENOVATION
Executive Summary 19
DRAFT 7/20/15 CITY OF SAN RAFAEL
ff
ESSENTIAL FACILITIES STRATEGIC PLAN .�,�
A. BACKGROUND, STAKEHOLDER INPUT AND PLAN DEVELOPMENT PROCESS AND
STUDY ORGANIZATION
BACKGROUND
The City of San Rafael is a full-service charter city with an annual general fund budget of $69M. The City provides
services such as police, fire, street and park maintenance, community development (building and planning), library,
recreation, and childcare services to a population of approximately 58,000 over more than 22 square miles of land
and bay.
The ability of the San Rafael Fire Department (SRFD) and San Rafael Police Department (SRPD) to carry out their
mission to serve and protect our citizens and provide a foundation for business prosperity is essential. With an
increased population, a rise in demand for emergency responses, current economic constraints, and an aging
infrastructure, the ability of our police and fire departments to deliver essential emergency services in the future
may be compromised.
The SRPD has a skilled staff of 90 employees overseeing the traffic unit, SWAT team, foot -beat, investigations,
school resource, directed patrol, youth services counseling, records, property evidence, dispatch, permits and
personnel and training. Currently, these services are administered from an array of locations and temporary
facilities.
The SRFD has 80 employees trained in specialties including emergency medical care, firefighting, hazardous
materials, and emergency preparedness. In addition, the SRFD is partnering with the Larkspur and Marinwood Fire
Departments to provide shared services over an expanded operational area. In order to maintain high quality, cost
effective, and efficient service, today's "all risk" public safety entities must have the infrastructure to support and
enhance their essential mission.
Starting in 2002, the City Council commissioned important facility studies which resulted in the August 2003
"Strategic Analysis of City of San Rafael Essential Facilities," a companion document also from August 2003 entitled
"Facility Evaluation Report of City of San Rafael Essential Facilities," and a separate study of the San Rafael library.
These facility studies were all very comprehensive and still extremely useful today, over 10 years later, due to their
level of detail and recommendations that have largely stood up over time through the review of two citizen
committees.
A Critical Facilities Strategy Committee was established in September 2004 to review the August 2003 studies and
"recommend to the [City] Council financially sound and politically viable strategies that would assure the ability of
San Rafael's public safety facilities and library to meet current and future needs." The Committee issued a report
dated April 18, 2005 outlining a series of recommended strategies to address the City's operational budget deficit
and strategies to address the seismic and modernization needs of San Rafael's fire stations, City Hall and police
facilities, and the Terra Linda and San Rafael Community Centers.
A — Background, Stakeholder Input And Plan Development Process And Study Organ zation 1 1-1
CITY OF SAN RAFAEL DRAFT 7/20/15
LW _-L._ ESSENTIAL FACILITIES STRATEGIC PLAN
Much of this work led to the local voters passing Measure S in the November 2005 election, a half -cent
transactions and use tax with a term of 10 years which "filled the hole" of the structural deficit of the time, but did
not raise additional funds to address the facility needs.
In November 2007, the City Council established a new Critical Facilities Committee to "educate and inform the
community about the current condition and needs for improving our essential service buildings" and "develop
financially sound and politically viable implementation strategies to begin addressing the needs of our buildings.
The new Committee reviewed the 2003 reports and the work of the prior Committee, studied the issues, and
released their final report in August 2009.
Among other recommendations, the August 2009 report advocated putting before the voters "a November 2009
ballot measure authorizing the City to issue up to $89M in general obligation bonds, and impose a tax sufficient to
upgrade, renovate, and replace public safety buildings." It further recommended that the City "pursue financing
for the upgrade, renovation, or expansion of the downtown main library after securing financing for the public
safety buildings" listed in the Committee's prioritization. The Committee suggested deferring action on the
community centers until a later date.
Such a measure was on the November 2009 ballot as Measure G, which required two-thirds approval to pass. The
measure received just over 61 percent in favor and thus it was not successful.
As Measure S, from the 2005 election, was nearing its expiration, the City Council made the determination to ask
the voters to extend and increase it. In November 2013, the local voters passed Measure E, a three -quarter -cent
transactions and use tax with a term of 20 years. This tax supplanted the former, one -half -cent transactions and
use tax (Measure S), effective April 1, 2014.
In February 2014, the City Council indicated that the additional funds from Measure E (i.e., the amounts collected
in excess of the current transactions and use tax), approximately $3.6M/year, shall be used for public safety
facilities improvements and potential construction, and to address other critical public facilities infrastructure. This
direction was built into the City's current budget, approved in June 2014.
In April 2014, the City Council approved an agreement with Public Financial Management, Inc. (PFM) to advise on
the financing for the Essential Facilities effort. The agreement included pre -issuance financial planning, debt
issuance preparation, and issuance. PFM subsequently met several times with the City Council's Finance
Committee and with the full Council in Study Session. In February 2015, PFM prepared a presentation on "Measure
E Estimated Debt Capacity" which included four scenarios based on various assumptions. In short, the first scenario
assumed a level debt service with no assumed tax growth. The second scenario assumed increasing debt service
with tax revenues growing at 3 percent a year. The third scenario assumed an extended borrowing term and the
fourth scenario factored in long-range forecasting of City costs and available funds in future years. While no final
determination has yet been made by the City Council, the Working Group has been using the second scenario,
which would generate approximately $63.4 million, as a placeholder for strategic planning. It should be strongly
noted that the Estimated Debt Capacity was based on interest rates as of January 7, 2015 plus a credit spread and
a 50 basis point interest rate cushion. While future interest rates cannot be known, the Working Group
determined that the likelihood of an environment of rising rates is more likely than rates staying as they are or
decreasing. For this reason, the Strategic Plan process incorporated a range of costs and prioritized improvements
due to financing that will not be locked in until months after the Strategic Plan is complete. Indeed, interest rates
1-2 1 A — Background, Stakeholder Input And Plan Development Process And Study Organization
DRAFT 7/20/15 CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
M
have already been rising since the estimates from January 2015. It is the recommendation of the Working Group,
and this Strategic Plan, that the City Council work with PFM to maximize the revenues available for the projects
with the Strategic Plan, and also work to identify and implement funding so that all projects can be carried out.
In November 2014, a draft "San Rafael Fire Department Station and Unit Location Study", was prepared for the
City by Markus Weisner, (FireGeek, LLC Consulting). In July 2015, it will be finalized and available for review. The
Station and Unit Location Study evaluates the current response performance of the fire department related to call
response timing and coverage; station locations; the ability for multiple companies to respond concurrently; and
the location of units specific to types of calls. It also evaluated dispatch performance. The report provided
recommendations for short term and long term performance improvements. At a very high level, there were two
key improvements recommended which were able to be achieved through the proposed Essential Services Facility
Improvement Scenario 7. They included providing added levels of flexibility in the department's deployment model
by sizing the replacement stations to accommodate, at a minimum, a truck, engine and medic company, or the
ability to cross -staff those apparatus. A second improvement was to relocate medic units closer to the freeway.
These were accomplished through the proposed projects Fire Stations 52 and 57 replacements. Other
recommendations such as relocating Fire Stations 56 and 55 closer to the freeway were considered to be future
adjustments that could be made in following years. One key recommendation, combining Fire Stations 52 and 51
with the headquarters functions at a location near the freeway and 2"d Street provided to be infeasible because
many of the properties in the southern portion of the City near the freeway are in a 100 -year flood zone and do
not qualify as candidates for fire station locations.
This work described above forms the foundation of this Essential Facilities Strategic Plan which relies on these new
and prior studies and committee work as a starting point for the comprehensive analysis and plan development. A
similar process for additional data gathering and vetting of the potential scenarios of the Strategic Plan is outlined
below.
STAKEHOLDER INPUT AND PLAN DEVELOPMENT PROCESS
To meet the Council direction for the development of an Essential Facilities Strategic Plan, the City Manager's
office, together with the SRPD and SRFD, conducted a Request for Proposal (RFP) process and selected Mary
McGrath Architects along with Kitchell CM to guide the plan development. Mary McGrath Architects, located in
Oakland, CA, has a practice that focuses solely on the planning and design of public and municipal facilities with a
specialty in police and fire programming and design.
An inclusive process was developed for data development and evaluation. Stakeholders were identified and a
variety of methods were developed to gather input, confirm understandings and present alternatives for comment
and direction. The Design Team held numerous workshops with an array of staff members to discuss current law
enforcement practices, fire company requirements, administrative needs, and support operations.
The stakeholder groups were identified as follows:
City Council Essential Facilities Sub -committee — Policy Oversight and Direction
Gary Phillips, Mayor
Andrew McCullough, Vice Mayor
A - Background: Stakeholder Input And Plan Development Process And Study Organization 1 1-3
0 CITY OF SAN RAFAEL DRAFT 7/20/15
ESSENTIAL FACILITIES STRATEGIC PLAN
Strategic Plan Development Management Team — Plan Development Leadership
Gary Phillips, Mayor
Andrew McCullough, Vice Mayor
Nancy Mackie, City Manager
Jim Schutz, Assistant City Manager
Diana Bishop, Police Chief
Chris Gray, Fire Chief
Mary McGrath, Mary McGrath Architects
Bill Johal, Kitchell CM
Strategic Plan Working Group — User, Management, and Citizen Advisory Group
Gary Phillips, Mayor
Andrew McCullough, Vice Mayor
Nancy Mackie, City Manager
Jim Schutz, Assistant City Manager
Diana Bishop, Police Chief
Chris Gray, Fire Chief
Carl Huber, Police Seargent
Andy Rogerson, Fire Captain
Viktoriya Wise, Planning Commissioner
Kevin McGowan, Acting Public Works Director
Larry Luckham, Fire Commissioner
Mark Bustillos, Parks and Recreation Commissioner
Jackie Schmidt, Resident, Member Measure E Oversight Committee
Mary McGrath, Mary McGrath Architects
Bill Johal, Kitchell CM
SRFD Design Committee — User Group
Chris Gray, Fire Chief
Bob Sinnott, Larkspur Fire Chief
Matt Windrem, Battalion Chief
Jason Hatfield, Fire Captain
Rob Winner, Fire Captain
Eric Mac Ausland, Fire Captain
Garrett Northern, Fire Captain
Melissa Millspaugh, Firefighter/Paramedic
Scott Preckwinkle, Firefighter/Paramedic
SRPD Design Committee — User Group
Diana Bishop, Police Chief
Glenn McElderry, Operations Captain
Jim Correa, Night Shift Lieutenant
Todd Berringer, Seargent, Patrol Team 2
Kyle Hornstein, Corporal, Special Operations Unit
1-4 1 A — Background. Stakeho'der Input And Plan Development Process And Study Organization
DRAFT 7/20/15
Elisha Adams, Officer, Patrol Team 2
Justin Schraeder, Traffic Officer
Henry Tirre, Traffic Officer
Scott Eberle, Seargent, Street Crimes Unit
Trevor Carney, Cadet
Charly Taylor, Support Services Supervisor
David Starnes, Administrative Services Captain
Dan Fink, Lieutenant
Lori Coen, Records Specialist
Jorge Navarro, Evidence Technician
Alan Piombo, Lieutenant
Rogelio Leon, Seargent, Special Operations Unit
Lisa Holton, Professional Standards Seargent
Lynette Keller, Community Services Officer
Rebecca Kuga, Youth Services Supervisor
Lynn Murphy, Mental Health Outreach Provider
Anita Rose, Administrative Assistant
Beth Minka, Administrative Technician
Nicola Pata, Dispatcher
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
Technical Advisory Committee — City Staff and Outside Agencies
Nancy Mackle, City Manager
Jim Schutz, Assistant City Manager
Diana Bishop, Police Chief
Chris Gray, Fire Chief
Mary McGrath, Mary McGrath Architects
Bill Johal, Kitchell CM
Kevin McGowan, Acting Public Works Director
Sarah Houghton, Library Director, Communications
Paul Jensen, Community Development Director
Facility Assessment Team and Cost Development — Design Consultants
Mary McGrath and Joshua Horne, Mary McGrath Architects
Tom Swayze, Cornerstone Structural Engineering Group, Structural Evaluation
Joel Cruz, Interface Engineering, Mechanical, Electrical and Plumbing Engineering
Mark Kelly, Mack 5, Cost Consultant
The Plan Development process was implemented as follows:
The work scope identified for the creation of the Strategic Plan included an update of the facility assessments
created through the 2003 Facilities Evaluation Reports, an assessment of the current police and fire department
space needs, and finally, the development of alternatives for improving the City's essential facilities so that they
are seismically safe and provide efficient work environments for the police and fire departments. The process
included:
A Background Stakeholder Input And Plan Development Process And Study Organ zation 1 1-5
CITY OF SAN RAFAEL DRAFT 7/20/15
ESSENTIAL FACILITIES STRATEGIC PLAN
1. Interviews of fire and police department User Groups to develop an understanding of the current police and
fire department operational procedures as they relate to current and future spaces needs. This process
included several day -long workshops and visits to the each of the existing essential facilities with the User
Groups. Following the workshops, a prototypical space needs outline for each site and facility type was
developed. These were used to evaluate existing facilities and to define potential sites and building
arrangements if the current site/facility was not suitable for renovation and may require replacement or
relocation.
2. Updates to the facility assessments developed in 2003. This was completed through station tours with the
design and engineering team, study of prior reports, and the "test to fit" of the program needs assessment to
the current facilities. The update focused on an evaluation of each facility's current condition, its compliance
with current seismic codes and its ability to provide adequate space to meet the operational requirements
identified in item 1 above. The Facility Assessment Team prepared the assessment updates and "test to fit" of
the program elements.
3. Next, the data developed above was used to begin defining varying projects types that best responded to the
needs and existing building conditions above. Order of magnitude budgets were developed for each project.
The projects were then evaluated as a group of development scenarios that presented different approaches
for improving or replacing the city's essential facilities. The variables included maximizing the use of the
available funding, improvements for seismic safety, and providing operationally efficient facilities. Over
several months, these scenarios were reviewed and refined using input from all stakeholder groups resulting
in a final proposed scenario for the strategic plan.
PLAN ORGANIZATION
The Essential Facilities Strategic Plan is organized into four volumes. Volume I provides an Executive Summary; an
overview of the planning process, SRPD and SRFD histories, and current operation descriptions; a summary of the
overall space needs determinations per project type; and a review of the current essential facility conditions. The
final sections of Volume I include specific project development recommendations and culminate in the description
of a variety of development scenarios. A refined development scenario is presented as the recommended plan for
implementing the essential facilities improvements funded by Measure E. A schedule for implementation and
overall budget parameters are included in this final scenario description.
Volumes 11, III, and IV contain project -specific data. They include the Space Needs Summaries, component
diagrams, site arrangement studies, and budget detail for each project type and location. This background and
supporting material is presented on a project basis per volume and provides the detailed Space Needs Summaries
with background data that formed each project included in the development scenarios.
1-6 1 A — Background, Stakeholder Input And Plan Development Process And Study Organization
DRAFT 7/20/15
CITY OF SAN RAFAEL _
ESSENTIAL FACILITIES STRATEGIC PLAN
POLICE AND FIRE DEPARTMENT ORGANIZATION
SAN RAFAEL POLICE DEPARTMENT
MISSION STATEMENT
The SRPD is engaged with the community to provide professional, fair, compassionate, and dedicated law
enforcement with integrity and respect.
VISION STATEMENT
SRPD is committed to working with and enhancing the quality of life for San Rafael residents and local businesses
in a problem -solving partnership with the communities, public safety partners, service groups, and other city
resources and individuals of San Rafael.
VALUE STATEMENT
"The San Rafael Way." We Value... Ethics, The Law, Diversity, Flexibility, Each Other Partnerships, Performance,
Our Community.
DEPARTMENT DESCRIPTION
The SRPD has been in existence since 1855. In its current configuration, the Chief of Police directs a staff of 64
sworn and 26 non -sworn employees. Patrol is the largest division led by a Captain and includes the Traffic Unit,
SWAT team, the Street Crimes Unit, Marine Unit, and is supported by a cadre of cadets and volunteers. The
Support Services Captain oversees investigations and support services. Investigations are led by the Investigations
lieutenant and include one sergeant, seven detectives, a school resource officer, youth services counseling,
professional standards and training divisions. The Administrative Lieutenant oversees the foot beat and mental
health worker, open space patrol, records, property and evidence, dispatch, permits and business office functions.
The SRPD staffing is currently at 1.1 sworn officers per 1,000 residents. Staffing levels of a police department are
typically compared to the number of sworn officers per 1,000 population when evaluated for coverage. The
average sworn officer ratio for similar cities in California is 1.4 sworn officers per 1,000. Because the City does not
expect tremendous growth in the next 20 to 30 years, the current population is predicted to grow from 58,725 in
2015 to 68,700 in 2040; therefore, limited staff growth is anticipated in the department. An additional nine sworn
and 10 non -sworn positions are included in the future facility planning for the department which has a 35- to
40 -year planning window.
B - Police And Fire Department Organ zation 1 1-7
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
SAN RAFAEL POLICE DEPARTMENT
ORGANIZATION CHART - DEPARTMENT PERSONNEL COUNT
DRAFT 7/20/15
Chief of Police (1)
Administrative Assistant (1)
Operations Captain (1) Administrative Services Captain (1)
Day Shift Night Shift Administrative
Lieutenant (1) Lieutenant (1) Lieutenant (1)
Patrol
Patrol Team 3
Team 1 (10) Mental
(9) ___ Health
Worker Records
(1) (6)
Investigations Lieutenant (1)
Investigations Youth
Services
(7) Bureau
(1)
Crime
Patrol Analyst
Team 2 Patrol (i)
(� Team 4
10)
(10) Footbeat Dispatch
(4) (10)
Property
Traffic
&
(3)Evidence
Street Crimes
(i)
Unit (3) Open
Space
(2)
Business
Volunteers
Marine (1)
Office (1)
(ig)
I-8 1 B — Police And Fire Department Organization
Professional
Standards (1)
Community
Service
Officer (2)
Cadets
(6)
Interns
(4)
DRAFT 7/20/15 CITY OF SAN RAFAEL Ao_%NM.%&
ESSENTIAL FACILITIES STRATEGIC PLAN
With a focus on building on their Community Oriented Public Service (COPS) strategy, which is the foundation for
the department's direction and long-term goals, the departments' anticipates focusing growth in non -sworn staff
toward Community Service Officer Positions. The Departments Patrol efforts fulfill the COPS strategy of every
resident and business owner knowing their Beat Officer and the Beat Officer knowing her/his neighborhood.
Following this strategy several of the sworn future sworn officers would be assigned to the foot beat and patrol.
The SRPD patrols an area of 22 square miles, consisting of 17 square miles of land, 5 square miles of water and
tidelands, 176 miles of streets, 23,398 housing units, 26 educational facilities, and 19 parks equaling 141 acres. In
addition to the service population within the city limits there is an estimated commerce/visiting population of
100,000+.
The SRPD has one main police station located at 1400 5th Avenue and also operates a sub -station at the Northgate
Mall. The main offices of the department (Administration, Patrol, Records, Dispatch and Evidence (partial) are
housed at 1400 5`h Avenue in the first level of City Hall. They also function out of modular buildings and storage
containers located in the parking lot adjacent to this first floor location. Investigations, Professional Standards and
Youth Services are house in leased office space across the street. Evidence processing and storage is located in City
Hall and in a variety of leased storage buildings across the City. All support, staff, specialty and patrol vehicles are
parked in a non -secure lot on the city hall site or in the street.
In the evaluation of space needs for the SRPD there were two guiding principles which led the discussion:
For an efficient work environment and to encourage interaction between departments, all working groups
within the department are desired to be located in a single building.
Because of the interaction with the City Management Team, a location near the existing City Hall is preferred.
SAN RAFAEL FIRE DEPARTMENT
MISSION STATEMENT
The mission of the SRFD is to help — by protecting the people, property and environment of this community. This is
done through the collective efforts of skilled individuals, executing on a comprehensive range of programs
designed to control the risk and impact of fire, medical, and physical emergencies.
DEPARTMENT DESCRIPTION
The SRFD was founded in 1874 and purchased its first motorized chain -driven apparatus in 1913. The 102 years
since that purchase has brought extensive changes to the number of staff and types of services provided by the
SRFD.
Several changes have occurred in the delivery of fire services and perhaps the biggest change in the operations of a
fire department is the shift from fire suppression to fire prevention. Nationwide, the number of fires a city
experiences has dropped dramatically as stricter building codes are enforced along with the simple invention of
the smoke detector.
B — Po ice And F re Department Organization 1 1-9
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
'EL
AV
SAN RAFAEL FIRE DEPARTMENT
ORGANIZATION CHART - DEPARTMENT PERSONNEL COUNT
Fire Chief / Fire
Marshal (1)
Marinwood Fire
Chief/ Larkspur Deputy Fire
Fire Chief Chief (1)
Battalion Emergency
Chiefs (3) Services (1) Deputy Fire
Marshal (1)
Emergency
Fire/Rescue
Emergency
Medical
Operations
Companies
Services
Oversight
A, B. C Shifts
(EMS)
(1)
Station 51
EMS
Station 15
(15)
Coordinator
Larkspur
Station 55
(1)
(9)
Station 52
Management
EMS
Station 56
Medical
(9)
(9)
Director
Station 16
(1)
Larkspur
Station 53
(6)
Mechanic Fire
Environmental
Nurse
(1) Inspector
Educator
Station 58 Station 54
(1)
Marinwood
(9)
Pub. Ed.
Management
EMS Acct.
Station 55
II
(9)
(1)
Management
EMS
Station 56
Assistant
(9)
(1)
Station 57
EMS Clerk
(Future)
(9)
1-10 1 B — Police And Fire Department Organization
Apparatus
Equipment Fire
Maintenance Prevention
Bureau
DRAFT 7/20/15
Administration
Admin.
Assistant
1111]
Admin.
Assistant
11(i)
Fire
Mechanic Fire
Environmental
(1) Inspector
Management
(2)
Vegetation
Pub. Ed.
Management
(Future)
Specialist (1)
Environmental
Management
Coordinator / HHW
(1)
DRAFT 7/20/15 CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
\Il..bea1.
The second change is from pr'marily providing fire suppression to providing medical aid. EMS calls account for
about eight out of every ten calls the fire department responds to and over the last 9 years there has been a
20 percent increase in medical calls. The remaining incident types (fires, false alarms, service calls, etc.) have
remained level.
Because of this great shift in demand, all firefighters hired by the City of San Rafael are now certified as paramedics
as well as firefighter. This shift has occurred over the last 20 years and has driven considerable need for different
types of support spaces in fire stations which currently do not exist. In addition, today's firefighter provides many
more services than a generation ago. In addition to providing medical aid and with an emphasis on fire prevention,
the SRFD personnel spends an appreciable amount of time working with the community to educate businesses and
residents on how to ensure safe work environments and homes.
Another change which has been emerging in the fire service is the addition of female firefighters to the
department. Fire departments across the country have been developing into a more diverse workforce which
brings about new requirements for space planning that did not exist 30 years ago.
Today the department is served by seven stations covering 22 square miles. It has a total of 80 employees, of
which 70 are assigned to fire and paramedic service. A minimum of 23 personnel are deployed during each
48-hour shift to staff six fire engines, two cross -staffed ladder trucks, two full-time medic units, and two cross -
staffed medic units. Among the 80 personnel there are four chief officers and 56 paramedics (30 at the firefighter
level and an additional 26 in promoted positions).
The primary services provided by the SRFD are:
■ Fire suppression and fire prevention.
• Emergency medical advanced life support (ALS) and basic life support (BLS) response and transport.
■ Natural and human -caused disaster preparedness and response.
AGREEMENTS
SRFD has several agreements in place to provide and receive emergency services. Discussed below are CSA 19, the
Marinwood CSD response agreement, the Larkspur Battalion Chief response agreement, the San
Rafael/Larkspur/Marinwood operational area, and the countywide mutual aid system.
County Service Area 19
The SRFD has a contract with Marin County to provide fire protection services and paramedic coverage to
unincorporated areas contiguous to San Rafael, designated CSA 19. CSA 19 includes Santa Venetia, Los Ranchitos,
Country Club, California Park, and Bayside Acres.
B — Police And Fire Department Organ zation 1 1-11
CITY OF SAN RAFAEL DRAFT 7/20/15
ESSENTIAL FACILITIES STRATEGIC PLAN
Response Agreement with Marinwood
The SRFD contracts to provides fire and EMS services to some areas of Marinwood, which border San Rafael to the
northeast. The City of San Rafael has had a fire protection services agreement in place with Marinwood since 1973.
Under this agreement, the SRFD provides contractual paramedic service, incident command service, access to
training facilities, computer equipment for submitting incident reports, and dispatch services to Marinwood. The
CSD Response Agreement has been updated several times over the years and continues to expand shared services
and opportunities for efficiency between the two departments.
Response Agreement with Larkspur
The SRFD provides Battalion Chief coverage to Larkspur. This agreement, like that with Marinwood, also seeks to
enhance shared services between the two departments. The latest agreement contains provisions for the
operational area concept (discussed in the next section) and for sharing personnel for deployment staffing.
San Rafael / Larkspur / Marinwood Operational Area
San Rafael has long had a close working relationship with both the Larkspur and Marinwood fire departments. The
agreement referred to as the "operational agreement" or the "initial action agreement" comes close to having the
three fire departments function as a single department, which benefits residents of all three communities. This
arrangement is very beneficial to San Rafael, which receives some coverage from Larkspur Station 16 in the south
and significant coverage from Marinwood Station 58 in the north. San Rafael has more units than either of the
other departments and is valuable in providing units for structure fires and other multi -unit responses.
Dispatch Agreement with Marin County Sherriff's Office
Prior to 2009, the SRFD was providing its own dispatching service. The department had three dispatchers, one
assigned to each of the three fire department shifts. Because of a change in the shift schedule and the desire for a
high coordination of fire resources with other departments, the SRFD considered several different dispatching
options, including merging with the San Rafael police dispatch center or contracting the Marin County Sheriff's
Office Communications Division to provide dispatching services. In a resolution passed on February 17, 2009, the
City decided to contract service from Marin County.
Countywide Mutual -Aid System
The SRFD is an active participant in the countywide mutual -aid system that links all of the County fire departments,
allowing for dispatching of neighboring units for large-scale fires and emergencies. This means that the SRFD
provides units to other jurisdictions when necessary and also receives them for large-scale emergencies in San
Rafael. The local mutual -aid system is integrated with the State Office of Emergency Services Regional and
Statewide Mutual Aid Fire and Rescue System.
1-121 B— Police And Fire Department Organization
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Response Analysis and Guiding Principles
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
lf,
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In preparation for this Essential Facilities Strategic Plan, the City of San Rafael and the SRFD commissioned a
"Station and Unit Location Study" (City of San Rafael Station and Unit Location Study, Initial draft dated November
2014 and prepared by Markus Weisner, FireGeek, LLC). The study was tasked with evaluating the current response
times throughout SRFD's response area and provides an assessment of performance and recommendations for
improvement.
Overall the determination was that "The San Rafael Fire Department has many strong points. It is evident that both
the executive staff and firefighters are dedicated to the department. The department is well staffed and
firefighters are also trained paramedics. Current travel times are excellent and most of the city is well covered by
the current station layout. The commercial and residential sprinkler ordinances have paid off with significantly
fewer fires and fire deaths than other cities. The tax measure approved by citizens will enable to the city to make
needed improvements to fire stations."
However, within San Rafael there are certain planning areas that have a significantly higher demand for emergency
services than others. In particular the Downtown, Terra Linda, North San Rafael Commercial Center, and Canal
areas have the highest number of calls. Hotspot mapping for fire and EMS incident densities confirmed the higher
number of calls in these areas and also showed that fire and EMS hotspots closely followed population densities.
Based on this Station and Unit Location Study and in the evaluation of space needs for the fire department there
were several guiding principles which led the discussion:
Through this strategic planning effort determine how to increase the number of medic units closer to the
central areas of the city and the freeway and relocate Truck 54 closer to Downtown.
Create North (Fire Station 57) and South (Fire Station 52) Task Force Stations which house department wide
medical cache, include bays for cross -staffing a truck and reserve apparatus storage.
a At a minimum, seismically and operationally upgrade each fire station.
B — Police And Fire Department Organization 11-13
CITY OF SAN RAFAEL DRAFT 7/20/15
ESSENTIAL FACILITIES STRATEGIC PLAN
C. EXISTING FACILITY ANALYSIS SUMMARY
In 2002, the City of San Rafael commissioned two significant studies of the City's essential facilities. The "City of
San Rafael Essential Facilities Strategic Analysis," prepared by Group 4 and dated August 2003, and the appendix to
that document titled City of Essential Facilities,, Facility Evaluation Report. This initial document provides an
overview of the City's facilities and recommended improvements. The appendix also provides detailed assessment
of the facility conditions. These rigorous analyses and report of the city's public safety infrastructure, essential
facilities, and the City's ability to respond to emergencies was a cornerstone of the facility review completed as a
part of this Strategic Plan effort. Overall, the recommendations of the report have changed little; at a minimum,
seismic retrofitting is recommended at most of the City's essential facilities and to the other extreme, many of the
facilities are beyond their useful lifespan and would be more cost effective to replace rather than renovate.
The 2003 report indicates that "The essential facilities examined in this study are an average age of 38 years old.
Except for Fire Station 6, the facilities were built at a time when code requirements were significantly less stringent
than they are today. In fact, Fire Station 1, which will celebrate its 87`h birthday this year, was built before even the
earliest structural codes had been adopted. In general, most of the facilities require moderate to significant
structural upgrades in order to meet the requirements of recent codes. Depending on the facility, such
improvements may include replacing foundations, strengthening connections, fortifying columns and shear walls,
and reinforcing masonry walls. Such renovations are required in order to ensure that the City's essential facilities
remain standing after an earthquake or other ground -shaking event."
Seven of the City's eight facilities evaluated as a part of this planning effort do not meet basic life safety guidelines
required today such as the provision of automatic fire suppression systems (i.e., sprinklers). The facilities were
initially evaluated under the 1998 California Building Code. There have been four building code changes during the
time period between the original study and the current analysis. The newest code is much more stringent when
designing for seismic forces, energy criteria (lighting, HVAC, and building envelope efficiency), accessible access
and storm water management. Code compliance is one of the factors which would render a facility more practical
and cost effective to replace rather than renovate.
The recommendations of the 2003 Facility Evaluation Report has proven to be as salient today as it was in 2003.
Most facilities lack spacial arrangement that contribute to efficient, best practice operations in the police and fire
departments. Most important, the police and fire stations lack adequate facilities for each department to perform
their duties within safe environments; whether safety issues stemming from a lack of secure detainee transfer
facilities at the SRPD, to the lack of medical clean-up and dedicate turn -out storage in the fire station. Many
conditions are neither optimum nor efficient for these departments to perform their duties.
While well maintained, most of the facilities have obsolete systems and finishes. Most are not insulated and have
single -glazed windows. Damage from leaking roofs and buckling floors were observed at individual facilities. Many
of the facilities also require mechanical, electrical, and/or plumbing system upgrades or replacement. As an
example, most of the facilities have exceeded their main electrical service capacity requiring a complete
replacement of the electrical service. Failing plumbing infrastructure is a common problem at almost all of the
facilities. An updated assessment of City's essential service buildings is outlined below:
1-14 1 C — Existing Facility Analysis Summary
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ESSENTIAL FACILITIES STRATEGIC PLAN
METHODS OF ANALYSIS
The Strategic Planning Design Team began the updated facility analysis by reviewing available drawings and
reports on the existing essential facilities and sites (City Hall and selected fire stations) to become familiar with the
construction, configuration, and systems comprising the existing facilities and prior recommendations. Then the
Design Team toured each facility as a group to identify current condition.
Cornerstone Structural Engineering Group performed a structural analysis of the facilities. They utilized an ASCE 31
Tier 1 seismic evaluation of four of the fire stations which were candidates for renovation. They performed their
analysis using the Immediate Occupancy performance level. The buildings were evaluated for Basic Structural,
Supplemental Structural, and Geologic Site Hazard and Foundation checklists.
Interface Engineering prepared a comprehensive system analysis in an effort to fully understand the mechanical,
electrical, plumbing, and phone/data requirements in upgrading the City's essential facilities. They evaluated
systems in the buildings and service to the buildings.
Finally, a significant part of the evaluation prepared by the Design Team is a comparison of existing space to
current space needs. The goal was to determine if the space standards identified in the needs assessment portion
of the work can be supported by the existing facilities and accommodate near-term and far -term growth/service.
Several iterations of scenarios were developed outlining possible solutions to the City's facilities existing
conditions.
ANALYSIS AND DISCOVERY
FIRE STATION 51 — 1039 C STREET
Fire Station 51 is located at the corner of C Street and 5th Avenue in Downtown San Rafael and serves the
downtown and western portions of the City. Fire Station 51 was originally built in 1917, and as the oldest fire
station in San Rafael has been upgraded several times, most recently in 1986 to its current size of 9,411 square
feet. The station serves as the headquarters and administration for the City's fire department. The administrative
offices, originally built to accommodate a smaller number of employees, are overcrowded and do not fulfill the
needs of the department. Deputy Fire Chiefs, the fire prevention and clerical staff squeeze into cubicles designed
for half as many personnel. The conference room doubles as records storage, and is lined with file cabinets.
Members of the public who visit the offices find that there is little space available for activities such as plan checks.
At 98 -years -old, this station is beyond modernization and is at the end of its life -cycle. Recommendations include
integration with a new Public Safety Center (PSC) on the site of Fire Station 51.
Primary deficiencies include:
■ Even with renovation in the 1980s, the station remains seismically unsafe and has failing structural systems.
The Essential Services Building Act, enacted in 1990, outlines that "It is the intent of the Legislature that
essential service buildings, which shall be capable of providing essential services to the public after a disaster,
shall be designed and constructed to minimize fire hazards and to resist, insofar as practical, the forces
generated by earthquakes, gravity, and winds." The 2015 assessment of the existing facilities concluded that,
C — Ex,sting Fac lityAnalysisSummary 11-15
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
M,IaAv
structurally, Fire Station 51 has significant dry rot damage,
differential settlement of perimeter walls, water damage, and
seismic cracking.
Fire Station 51, as currently exists, is built on a sloping site and
has many stair transitions throughout the building interior.
Meeting accessibility requirements with transitions between the
three levels would utilize a significant amount of floor space
rendering the station mostly unusable for fire protection
services.
■ The second floor does not have a code compliant stair or a code
compliant second exit for the second floor. There is not space on
the site to add either and maintain current operations.
■ Fire Station 51 does not have an elevator which would be
required in any significant upgrade and there is no site area to provide one.
DRAFT 7/20/15
�f
• The current apparatus bays openings are not large enough to accommodate a ladder truck. A ladder truck at
this location will provide a key response improvement in the city response area.
• The existing plumbing systems in the building are mostly original and are nearing the end of their service life.
• The building is not supported by a fire alarm system nor is it protected by fire sprinklers.
■ The communications room is installed under a significant plumbing route and there have been ongoing issues
with plumbing line leaking on to sensitive data equipment.
FIRE STATION 52 — 210 3R`' STREET
Fire Station 52 is located at the corner of 3`d and Union Streets and
serves a portion of the city east of Highway 101 and provides
backup for Fire Stations 51, 54, 55, and 57. Fire Station 52 was
originally built in 1957 and is the smallest of San Rafael's fire
stations at approximately 2,982 square feet. In addition to the
station building, the site also features training facilities such as a
five -story drill tower and an approximately 1,000 -square -foot
modular classroom. Structurally, the drill tower is in a state of
disrepair as the floor slab is lower than the level of the surrounding
grade, and no floor drains were included in the design to handle the
resulting ponding. Water damage to floor and wall panels can be
seen throughout the tower. Recommendations include the
complete replacement of facilities, including the training tower.
Primary deficiencies include:
The station is seismically unsafe in the event of a major event.
Fire Station 52 has significant dry rot damage, differential
settlement of perimeter walls, and seismic cracking.
Apparatus bay size is inadequate for today's apparatus and equipment.
1-16 1 C— Existing Facility Analysis Summary
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ESSENTIAL FACILITIES STRATEGIC PLAN
m„�En
Similar to Fire Station 51, much of the plumbing is original, is constantly under repair, and has passed its useful
life span.
This site offers a prime opportunity to bring a medic company closer to the freeway and the facility is
proposed to house an engine company, truck and medic company. It is more cost effective to build a new
facility rather than adapt this one to accommodate these uses.
FIRE STATION 53 — 30 JOSEPH COURT
Fire Station 53 is located on Joseph Court and recently was re -activated with a medic company which was
relocated from Fire Station 56. As a part of this Strategic Plan, Medic Unit 53 is recommended to be relocated to
Fire Station 57 to improve response times throughout the entire city and to save the cost of operating and
maintaining this facility. For this reason this station was not studied further as a part of this analysis. The building
will be re -purposed by the City as needs for its use is developed further. In the short-term, Fire Station 53 will be
needed for interim facilities during the construction of Fire Station 57.
FIRE STATION 54 — 46 CASTRO AVENUE
Fire Station 54 is located on Castro Avenue and serves San Rafael's Canal neighborhood. This approximately 4,120 -
square -foot facility was constructed in 1964 in response to increased commercial and residential growth in this
portion of the city. Fire Station 54 provides SCBA storage in a small shed outside the rear of the apparatus bays.
This station currently houses Engine 54 and Truck 54. The truck is proposed to be relocated to the new Fire Station
52 providing space in the apparatus bay for reserve apparatus. This is one of the department's smaller stations;
however, it only provides living quarters for three firefighters per shift. With interior reconfiguration and a minor
expansion, current operational practices can be accommodated. Recommendations include seismic and exterior
enclosure upgrade. A remodeled interior and a minor expansion is proposed to provide private sleeping quarters, a
fitness room, dedicated turnout spare, and medical clean-up facilities. Primary deficiencies that would be
corrected include:
Structural system is in need of major seismic upgrade. The apparatus
bay requires lateral strengthening and the lower portion of the
station requires seismic ties at the roof level. The station has
evidence of apparatus bay slab deterioration which would be
repaired as new footings are provided as a part of the seismic
renovation.
The heating systems appear to be a part of the original construction
and at 50 years old is past its useful service life. There are two
inefficient wall air conditioners that were installed to supplement the
original heating system.
The plumbing systems in the building are mostly original and are nearing or are at the end of their service life.
The SRFD is performing emergency repairs to the shower to keep them operational until systems are replaced.
The building is not supported by a fire alarm system and is not protected by fire sprinklers.
° The station has only a single restroom/locker room combination limiting the ability to provide privacy for a
modern workforce.
C — Existing Fac ty Analysis Summary 11-17
CITY OF SAN RAFAEL DRAFT 7/20/15
„ 1, A ESSENTIAL FACILITIES STRATEGIC PLAN
FIRE STATION 55 — 955 POINT SAN PEDRO ROAD
Fire Station 55 is located on Point San Pedro Road and serves the Loch Lomond, Glenwood, and Peacock Gap areas
of eastern San Rafael, as well as provides additional backup for Fire Station 52. Fire Station 55 was originally built
in 1966 as a mirror image of Fire Station 54, which was constructed just two years earlier. Similar to Fire Station 54,
this is one of the department smaller stations; however, it only provides living quarters for three firefighters per
shift. With interior reconfiguration and a minor expansion current operational practices can be accommodated.
Recommendations include seismic and exterior enclosure upgrade. A remodeled interior and a minor expansion is
proposed to provide private sleeping quarters, a fitness room, dedicated turnout spare, and medical clean-up
facilities. Primary deficiencies that would be corrected include:
Structural system is in need of major seismic upgrade. The apparatus bay requires lateral strengthening and
the lower portion of the station requires seismic ties at the roof level. The station has evidence of apparatus
bay slab deterioration which would be repaired as new footings are provided as a part of the seismic
renovation.
• The heating systems appear to be a part of the original construction and at 50 years old is past its useful
service life. There are two inefficient wall air conditioners that were installed to supplement the original
heating.
• The existing plumbing systems in the building are mostly original and are nearing the end of their service life.
• Lighting systems are mostly original and are inefficient.
• The building is not supported by a fire alarm system and is not protected by fire sprinklers.
• The station has only a single restroom/locker room combination limiting the ability to provide privacy for a
modern workforce.
FIRE STATION 56 — 650 DEL GANADO ROAD
Fire Station 56 is located adjacent to the Terra Linda Community Center on Del Ganado Road in northern San
Rafael. At approximately 6,265 square feet, Fire Station 56 was constructed in 1995-1996 to accommodate modern
apparatus and equipment as well as a more diverse workforce. The current facility, which replaced an older
building originally constructed in the 1950s on the same site, now houses one firefighting company. The apparatus
bays are appropriately -sized for modern engines, but lack a dedicated fitness room and safety related spaces.
Current living areas were designed to accommodate any mixture of male and female firefighters.
Recommendations include a maintenance allowance to remodel bedrooms to accommodate the creation of a
dedicated fitness room, and the enclosure of a portion of the apparatus bay for turn -outs and the creation of a
medical clean-up room. Per the Station and Unit Location Study, this station is recommended to be relocated to
the east when its condition and functionality has exceeded its effective useful life span.
1-18 I C — Existing Facility Analysis Summary
DRAFT 7/20/15
FIRE STATION 57 — 3530 CIVIC CENTER DRIVE
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
Fire Station 57 is located across the street from the Marin County Civic Center and serves the portion of San Rafael
north of Puerto Suello Hill. Fire Station 57 was constructed in 1978 in the shadow of Frank Lloyd Wright's Civic
Center and this approximately 3,801 -square -foot facility sits on a large parcel of land owned by the County. Fire
Station 57's seismic condition has been rated as "poor" in the City's 2003 assessment, meaning that there is a
significant risk of damage or even collapse in the event of a major earthquake. At 37 years old, this is the second
newest fire station in the City, however the condition and configuration of Fire Station 57 is sufficiently inadequate
to require a rebuild rather than retrofit.
• This station as structurally designed (cantilevered wall framing) has not been allowed by the building code for
over 20 years. The entire apparatus bay seismic system is based on this design and would need to be
completely replaced at 235 percent greater forces that the original design. In addition the apparatus bay size is
inadequate for today's apparatus and equipment.
• Similar to Fire Stations 54 and 55, much of the plumbing is original, is constantly under repair, and has passed
its useful life span.
• This station is well located per the SRFD Station and Unit Location Study and offers a prime opportunity to
bring a medic company closer to the freeway. The replacement facility is proposed to house an engine
company, truck and medic company. It is most cost effective to build a new facility rather than adapt the
existing station to accommodate these uses.
Due to the fire service agreement with Marin County for CSA 19, the County may participate in funding a
replacement station.
CITY HALL— 1400 5T" AVENUE
City Hall is located Downtown on 5th Avenue between C and E Streets. In approximately 26,500 square feet, it
houses the City's Administrative, Police, and Community Development Departments. San Rafael's City Hall was
constructed in the 1960s and has undergone several minor renovations since opening. The building, when studied
in 2003, was found to be in "fair" condition seismically and is "likely to survive a major earthquake with moderate
damage". The most recent renovation was to the first floor police area primarily to install an energy efficient
HVAC system. It was also intended to improve the safety of the lobby and create new locker spacing for both male
and female officers and staff. In addition to the newer locker and restrooms the space includes a group of private
and open office spaces, meeting rooms and storage. The new users have not yet been identified and the scope of
work has not been defined. The budget range is a placeholder until additional programming takes place.
As a part of this Essential Facilities Strategic Plan process one option included an evaluation of upgrading the City
Hall building and adding an annex in the east parking lot area to accommodate the Police Department
programmed needs. This option was eliminated because the entire City Hall building would require a seismic
upgrade and new fire sprinklers to house the SRPD in just a small portion of it. It was determined that the Measure
E funds were dedicated to providing seismic safe essential facilities and the cost to update City Hall was not
necessarily part of that mandate. Also, the cost to upgrade the entire City Hall and add an approximately 25,000 -
square -foot annex was significantly more than it would cost to build a new police station across the street and this
option was consequently eliminated.
C - Existing Facility Analys s Summary 1-19
CITY OF SAN RAFAEL DRAFT 7/20/15
ESSENTIAL FACILITIES STRATEGIC PLAN
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D. SPACE NEEDS AND SITE ARRANGEMENTS SUMMARY
BACKGROUND
SPACE NEEDS OUTLINE
The Space Needs Outline identifies the space needs (both site and building) that are necessary to provide an
efficient and safe work environment for both current and future operations. An assessment of the current and
future staffing, current and future apparatus types, and special operations was completed at each fire station and
the SRPD. From this assessment a Space Needs Outline was developed for each proposed facility. This Space Needs
Outline is compared space -to -space with the current facility layouts to develop the station space/facility upgrade
or replacement conclusions. For the SRFD, department -wide facility standards for each use and station type were
developed. The standards include space needs, component diagrams, specialty equipment and furnishing
documentation, standardized site criteria, and specialty product standards. For the SRPD, a detailed assessment of
the police operations space needs for current, 10, and 20 years staffing plans was created. The SRPD needs
assessment includes detailed space needs, space standards, specialty equipment and furnishing documentation,
records storage requirements, holding requirements, sally port, and other site support requirements.
COMPONENT DIAGRAMS
The space requirements as defined in a Space Needs Outline are informed through the development of
"component diagrams." A component diagram is a pictorial summary of all of the specialty equipment, furnishings
and circulation space required in any particular space. For instance, a Bunk Gear Storage room is required to
provide lockers, bunker gear cleaning equipment, and circulation area to access the equipment and lockers. The
size of the space depends on the number of people assigned to the
station which defines the number of lockers (see sample photo
opposite). A diagram is prepared for selected spaces and is used to
inform the square footage requirements in the space needs outline.
EQUIPMENT AND FURNISHINGS LIST
Component diagrams, along with a space needs outline, inform the
needed equipment and furnishings for a particular project. The
equipment and furnishings list provides a count of needed items to
be used or installed in the facility. Each room is listed, followed by its
equipment or furnishings, as well as indications of responsibility and
estimated costs.
1-20 1 D — Space Needs And Site Arrangements Summary
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SITE ARRANGEMENT STUDIES
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN _..,..
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Once square footages and other considerations are determined, an initial arrangement of spaces developed
through site analysis is performed. Considerations in each scheme include needed apparatus circulation, utility
locations, firefighter/police access, public access, site adjacencies, and the goals put forth by the City of San Rafael.
An example Site Arrangement Study is shown below.
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D --Space Needs And Site Arrangements Summary 1-21
CITY OF SAN RAFAEL DRAFT 7/20/15
ESSENTIAL FACILITIES STRATEGIC PLAN
M Mrin
CONCEPTUAL BUDGET
The conceptual project budget components to be accounted for are outlined via an analysis of building costs,
specialty equipment, furnishings and equipment, on-site improvement costs, off-site improvement costs, soft
costs, contingencies, and fees. The conceptual project budget for the City of San Rafael Essential Facilities has been
calculated on an Order of Magnitude basis. An Order of Magnitude cost model has the objective of identifying
costs within a range or approximate size. The budget is not meant to be the lowest possible, rather, to identify the
Order of Magnitude of costs in considering next steps. A range of costs was used for planning purposes.
1-22 1 D — Space Needs And Site Arrangements Summary
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SCENARIO PROJECT DETAILED DESCRIPTION
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
N \4rin
PUBLIC SAFETY CENTER AT 1401 5T" STREET: $41M — $43M BUDGET (INCLUDING RENTAL
SAVINGS)
Overall project budget is based on the April 9th Program draft adjusted to add the Fire Administrator. The Program
includes minimal staffing growth and maximized joint facilities.
SRPD features include:
• Adequate on-site storage area to eliminate off-site storage costs.
• Locates all SRPD units in the same building except the Youth Services Bureau and the Marine Unit.
• SRPD program provides 424 net square feet to accommodate future staffing levels including:
— One new Street Crimes Officer— 24 SF work station
— One new Motor Officer — 24 SF work station
— One property and evidence assistant — 80 SF work station
— One new investigator — 80 SF work station
— Three additional records specialists — 216 SF.
SRFD features include:
• Adequate on-site storage area to eliminate off-site storage costs.
■ A fire department administrative program which provides 264 net square feet to accommodate future
staffing levels including:
— One new Fire Administrator -120 SF office
— One new Public Education Specialist— 72 SF workstation
— One new Emergency Medical Service (EMS) Clerk— 72 SF workstation.
• An Emergency Operations Center that includes seating for 60 and training at tables for 24 with support areas
for the emergency management functions.
• The Fire Engine 1 Company with apparatus bay space for cross -staffing a truck and a secure bay for the BC
vehicle. It provides living accommodations for four fire fighters and the BC.
Joint Facilities include:
• Conference rooms
■ Emergency Operations Center (EOC)/training room
■ Break rooms
■ Fitness room
■ Lobby and public restrooms
■ Men's and women's staff toilets
■ All Infrastructure support areas including computer rooms, electrical rooms, etc.
Items and Functions not included which will need to be accommodated at another location:
• Parking — only patrol vehicles and specialized support units (SWAT, CSI VAN, and various trailers) are planned
to be on-site. Personal vehicles and un -marked SRPD vehicles will be parked off-site.
• The SRFD Apparatus Maintenance Program will be relocated to the Public Works Yard.
• Medic Unit 51 will be relocated to Fire Station 52.
■ The Youth Services Bureau may be relocated to the first floor of the current City Hall.
D — Space Needs And Site Arrangements Summary 1 1-23
CITY OF SAN RAFAEL DRAFT 7/20/15
ESSENTIAL FACILITIES STRATEGIC PLAN
FIRE STATIONS 52 WITH TRAINING AT 210 3RD STREET: $13.2M — $14.21VI BUDGET
Overall project budget is based on the April 6`h Program providing space for two companies and cross -staffing a
third unit. The station is designated as a South Central Cache location and includes specialty space for this function.
Fire Station 52 features include:
• Engine Company 52 and Medic Company 51 will be located at this station with accommodations provided for
six firefighters.
• A truck will be housed at this location for cross staffing by the engine company.
• This station includes a training classroom for 24, seated at tables, and a 4- to 5 -story pre-engineered training
tower.
• This location is the South Area central supply and has space for the following elements:
— Medical cache
— Airfill room with new Self -Contained Breathing Apparatus (SCBA) Unit.
— Back up emergency generator
Items and functions not included which may need to be accommodated at a future time:
• Added site area for improved training scenarios.
FIRE STATIONS 57 AT 3530 CIVIC CENTER DRIVE: $5.5M — $6.01VI BUDGET (INCLUDING
PLACEHOLDER FOR COST SHARING WITH COUNTY)
Overall project budget is based on the April 9`' Program with two companies and cross -staffing a third unit. The
station is designated as a North Central Cache location and includes specialty space for this function.
Fire Station 57 features include:
• Engine Company 57 and Medic Unit 53 will be located at this station with accommodations provided for six
firefighters.
■ Ladder Truck 57 will be housed at this location and cross -staffed by the engine company.
• This location is the North Area central supply and has specialty space for the following elements:
— Central Medical Supply Storage
— Airfill room with oxygen storage
— Site parking area for reserve and ancillary units (planned for a future pre-engineered building).
— Back-up emergency generator
Items and functions not included which will need to be accommodated at a future time:
• Storage building or covered parking structure for asset storage. Site area will be prepared for this future
infrastructure.
1-24 1 D — Space Needs And Site Arrangements Summary
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CITY OF SAN RAFAEL Awl
ESSENTIAL FACILITIES STRATEGIC PLAN
of \4rin
FIRE STATION 54 AT 46 CASTRO STREET: $3.5M — $4.OM BUDGET
Overall project budget is based on the April 8th Cost Plan. The station will continue to house Engine 54. The scope
of work includes a complete seismic, operational, and systems upgrade.
Fire Station 54 features include:
■ Seismic upgrade
■ Four private bedrooms with two firefighter restrooms
■ Dedicated laundry and building storage
■ Dedicated turn -out storage room
■ Dedicated fitness room
■ New electrical main service and systems
■ New plumbing and mechanical systems
■ Upgraded building envelope with new windows and insulation
■ New roof
• Refurbished site to correct drainage issues
■ Back-up emergency generator
Items not included:
Added site area for improved on-site parking and training.
FIRE STATION 55 AT 955 PT. SAN PEDRO ROAD: $3.5M — $4.OM BUDGET
Overall project budget is based on the April 8`h Cost Plan. The station will continue to house Engine 55. The scope
of work includes a complete seismic, operational, and systems upgrade.
Fire Station 55 features include:
■ Seismic upgrade
■ Four private bedrooms with two firefighter restrooms
■ Dedicated laundry and building storage
■ Dedicated turn -out storage room with extractor and dryer
■ Dedicated fitness room
■ New electrical main service and systems
■ New plumbing and mechanical systems
■ Upgraded building envelope with new windows and insulation
■ New roof
■ Replacement of site paving and site fencing
■ Back-up emergency generator
Items not included:
Replacement or relocation of modular building currently on-site.
D - Space Needs And Site Arrangements Summary 1 1-25
CITY OF SAN RAFAEL DRAFT 7/20/15
ESSENTIAL FACILITIES STRATEGIC PLAN
el [ub
IMPROVEMENTS AT FIRE STATION 56 AT DEL GANADO $150 - 250K BUDGET
The existing fire station is the most recently built station and was designed as an essential facility. Seismic upgrade
to current codes is not recommended. Minor operational upgrades include reconfiguring sleeping area for a
dedicate fitness space and converting a portion of the apparatus bay to turn-out storage.
REPURPOSE OF THE FIRST FLOOR OF CITY HALL — 1400 5' H AVENUE $150 250K BUDGET
City Hall, when studied in 2003, was found to be in "fair" condition seismically and is "likely to survive a major
earthquake with moderate damage". The most recent renovation was to the first floor police area primarily to
install an energy efficient HVAC system. It was also intended to improve the safety of the lobby and create new
locker spacing for both male and female officers and staff. In addition to the newer locker and restrooms the
space includes a group of private and open office spaces, meeting rooms and storage. The new users have not yet
been identified and the scope of work has not been defined. The budget range is a placeholder until additional
programming takes place.
1-26 1 D Space Needs And Ste Arrangements Summary
DRAFT 7/20/15 CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
E. STRATEGIC PLAN IMPLEMENTATION SCENARIOS
Guiding principles were established to inform the development of the preferred Strategic Plan Development
Scenario and subsequent implementation. They are as follows:
GUIDING PRINCIPLES
1. All seismic safety and key operational efficiency issues must be addressed to accommodate a modern
workforce.
2. The plan should improve as many facilities (police/fire) as possible and spread funds around so that the city
can make improvements at all locations rather than just a few.
3. Set a total project cost budget range of $63-72 million for all the proposed projects and refine the scope of
each project as they are developed to find savings if possible.
4. Set a project delivery schedule that allows the Measure E funds to be maximized through the potential of
lower interest rates in the near term.
5. Because current fire station locations provide appropriate response times, the goal of optimizing locations for
improved response times must be balanced with the costs.
6. Lease savings and other cost savings should be included in the financial plan.
7. Utilize city -owned property if possible to maximize funds for facilities.
SCENARIO DEVELOPMENT
A total of seven scenarios were developed for the Strategic Plan Working Group to review. Each was an evolution
from the previous. The Guiding Principles were developed as the space needs were developed and the scenarios
emerged. The recommended development scenario is described below and a summary of the key points of each
project follows.
E —Strategic Plan Implementation Scenarios 1 1-27
CITY OF SAN RAFAEL DRAFT 7/20/15
ESSENTIAL FACILITIES STRATEGIC PLAN
.11xb, ity
of �Wr�n
SCENARIO 1
Scenario 1 begin with the approach of optimizing SRPD operations in a single location, eliminate monthly lease and
storage cost with a new police station across from City Hall. The second project optimized SRFD response times by
creating a new fire headquarters station and Emergency Operations Center by combining Fire Stations 51 and 52 at
a site on the south side of the Downtown area. The third and fourth projects assumed a complete replacement of
Fire Station 57 and a new training center at a location to be determined. An allowance was used for the training
center assumption. This approach was set aside as the first two projects used almost all of the funds available and
would not allow the first Guiding Principle to be realized.
Full Replacement of
Police Station
Replacement HQ Fire
Station with Merged
Fire Stations No. 51 and
52, New EOC
PROJEcT t
Replacement Fire
Station No. 53/57 with
storage building
ASSUME 50% COST
SHARE WITH COUNTY
New Training Center - Pre-
engineered Training Tower
and classroom building.
ALLOWANCE BUDGET TO BE
DEVELOPED
Scenario 2 began with the creation of a joint Public Safety Center (PSC) to make use of property currently owned
by the City. The following Project proposed the replacement of Fire Stations 52, 54, and 53/57. This scenario
replaces most fire facilities, optimized most of SRPD operations (eliminating some functions), and reduced monthly
lease and storage costs. This approach was set aside as the first three projects used almost all of the funds
available and would not allow the first Guiding Principle to be realized.
PROJEcT 2 ..t ..t
Create PSC with Replace Fire Station 52 Replace Fire Station 54 Replace
SRPD/Station 51/Fire on the Existing Site, on the Future Training Fire Stations 53/57
Admin. & EOC Relocate Training Center Site
Cumulative Order of Magnitude Budgets
$58,224,481 $65,061,449 $71,878,417 $77,028,417
1-28 1 E—Strategic Plan Implementation Scenarios
DRAFT 7/20/15 CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
SCENARIO 3
Scenario 3 improves most fire station facilities and includes a new Joint PSC, renovated Fire Stations 52 and 54,
replacement of Fire Station 57, a new training center on a site to be determined and renovation of Fire Station 55.
This scenario optimizes most of SRPD operations (eliminating some functions) and reduces monthly lease and
storage costs. This approach was set aside as the first five projects used almost all of the funds available and would
not allow the first Guiding Principle to be realized. It also required the potential purchase of property which
became Guiding Principle 7 because purchasing property would reduce the amount of funds available for facility
improvements.
SCENARIO 4
Scenario 4 changes the orders of the projects with the goal of improving all fire station facilities first and then
provides the remaining funds for the SRPD replacement. This set of projects is completed pretty close to the
$93.4M target but falls short of meeting the needs of either department. This resulted in limited optimization of
SRPD operations, reduced some monthly lease costs, and did not eliminate storage costs. It also was determined
that the budget allowances provided for the renovations of Fire Stations 52, 54, and 55 would not be adequate to
fully upgrade those facilities. Finally, there was a placeholder for a new training center site which was later
determined to be best located at Fire Station 52.
Replace Fire
Renovate Fire
Renovate Fire
Create PSC with
Renovate Fire
Renovate Fire
Replace Fire
Training
Fire Station 55
SRPD/Station 51/
Station 52 on the
Station 54
Stations 53/57
Center
Seismic and
Fire Admin. & EOC
Existing Site,
Operational
Relocate Training
Upgrades
Center
Cumulative Order of Magnitude Budgets
$58,224,481
$61,244,481
$64,244,481
$69,244,481
$74,244,481
$77,244,481
SCENARIO 4
Scenario 4 changes the orders of the projects with the goal of improving all fire station facilities first and then
provides the remaining funds for the SRPD replacement. This set of projects is completed pretty close to the
$93.4M target but falls short of meeting the needs of either department. This resulted in limited optimization of
SRPD operations, reduced some monthly lease costs, and did not eliminate storage costs. It also was determined
that the budget allowances provided for the renovations of Fire Stations 52, 54, and 55 would not be adequate to
fully upgrade those facilities. Finally, there was a placeholder for a new training center site which was later
determined to be best located at Fire Station 52.
Fire Station 55
Seismic and
Operational
Upgrades
Training Fire Station 56 PSC with
Center Maintenance Outside
Projects Storage Leases
Cumulative Order of Magnitude Budgets _
$5,150,000 $10,300,000 $13,390,000 $16,480,000 $21,630,000 $21,877,500 $64,034,980
E—5trategic Plan imp ementation 5cenar os 1 1-29
Replace Fire
Renovate Fire
Renovate Fire
Stations
Station 52
Station 54
53/57.
Seismic and
Seismic and
ASSUMES
Operational
Operational
COST SHARE
Upgrades
Upgrades
WITH COUNTY
Fire Station 55
Seismic and
Operational
Upgrades
Training Fire Station 56 PSC with
Center Maintenance Outside
Projects Storage Leases
Cumulative Order of Magnitude Budgets _
$5,150,000 $10,300,000 $13,390,000 $16,480,000 $21,630,000 $21,877,500 $64,034,980
E—5trategic Plan imp ementation 5cenar os 1 1-29
CITY OF SAN RAFAEL DRAFT 7/20/15
ESSENTIAL FACILITIES STRATEGIC PLAN
SCENARIO 5
Scenario 5 is very similar to Scenario 4 as it changes the orders of the projects with the goal of improving all SRFD
facilities first and then provides the remaining funds for the SRPD replacement. In Scenario 4 it was determined
that the PSC would have to be reduced to an amount that would fall short of meeting the needs for both
departments. Between Scenario 4 and 5, the detailed facility studies were completed and it provided additional
data for refining the proposed Project scenarios. On further study it was determined that it was not cost effective
to attempt to renovate Fire Station 52 and that Fire Stations 54 and 55 renovation scope of work could not be
reduced to a level the was proposed in the prior budgets. Therefore Fire Station 52 is proposed to be replaced in
the option and the budget for Fire Stations 54 and 55 increased. This option was set aside as it did not meet the
needs of the department and greatly exceeded the known funding.
PROJECT 1
PROJECT 2
Fire Station 56
Replace Fire
Station 54
Seismic and
PROJECT 3
PROJECT 4 PROJECT 5
PROJECT 6_&'
ROJEcT 7
Replace Fire
Replace Fire
Renovate Fire
Fire Station 55 Training
Fire Station 56
PSC with
Stations
Station 52
Station 54
Seismic and Center
Maintenance
Reductions per
53/57.
on the
Seismic and
Operational
Projects
3.31 Space
ASSUMES
Existing Site
Operational
Upgrades
Needs
COST SHARE
Upgrades
WITH COUNTY
Cumulative Order of Magnitude Budgets
$5,150,000 $16,480,000 $19,570,000 $22,660,000 $27,810,000 $28,067,500 $76,880,061
SCENARIO 6
Scenario 6 follows the same order and is similar to Scenario 5. It was determined that the training center could be
accommodated at Fire Station 52 so that project was eliminated and the training classroom and budget was added
to the Fire Station 52 program. This scenario adds the monthly lease amount recovery to the PSC project budget as
was identified in Guiding Principle 6.
Renovate Fire
Station 55
Fire Station 56
Replace Fire
Station 54
Seismic and
Maintenance
Stations 53/57
Seismic and
Operational
Project—
Assumes 50%
Operational
Upgrades
Maintenance
Cost Share with
Upgrades
Allowance
County
Cumulative Order of Magnitude Budgets
$3,985,197
$7,630,624
$7,883,124
$13,788,438
1-30 1 E -Strategic Plan Implementation Scenarios
Replace Fire PSC with Shared
Station 52 on
Facilities
the Existing Site
Maximized, Fire
with a Two-
Station 51 with
Company
Single Engine
Station;
Company and BC;
Re -build
Reduces Overall
Training Facility
Costs
$27,978,781 $70,843,525
DRAFT 7/20/15 CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN It
\14.Ln Lby
M\Yria
SCENARIO 7
In the final scenario, Scenario 7, the initial focus is on the projects with the largest financial exposure so that the
maximum value of the bonds can be realized (assuming interest rates and costs will increase over time). There are
a total of seven projects recommended for the either replacement or renovation. All recommended projects would
be implemented on city -owned property and through this scenario all seismic safety and key operational
efficiencies will be addressed. It was identified that there are many financial and design variables that will
influence the overall strategic plan implementation and the budgets should be addressed as a range of costs. This
plan focuses on identifying cost of the largest projects first while the financial variable can become better
established.
PSC with Shared
Replace Fire
Replace Fire
Renovate Fire Fire Station 55
Facilities
Station 52 on
Stations
Station 54 Seismic and
Maximized,
the Existing
53/57 with
Seismic and Operational
Station 51 with
Site with a
Two
Operational Upgrades
Single Engine
Two -Company
Company
Upgrades
Company and
Station;
Station.
BC. Recovered
Re -build
Assumes
Monthly Lease
Training Facility
Cost Share
Expenditure
with County
Order of Magnitude Budgets Range Per Project
$41M — $43M
$13.2M —
$S.SM —
$3.5M — $4.OM $3.5M —
$14.2M
$6.OM
$4.OM
Cumulative Order of Magnitude Total Budget $63M — $72M
Fire Station 56
Maintenance
Project —
Maintenance
Allowance
Scope of
Work TBD
$150K — $150K -
$250K $250K
E—Strategic Plan Imp ementation Scenarios 1-31
CITY OF SAN RAFAEL DRAFT 7/20/15
ESSENTIAL FACILITIES STRATEGIC PLAN
F. STRATEGIC PLAN IMPLEMENTATION SCHEDULE
The schedule for implementation is a key element in the Strategic Plan. Guiding Principles 2 and 4 both relate
directly to the proposed timeline. The three largest projects are proposed to begin first with the goal of both
confirming the largest budgets at the earliest portion of the Plan and also taking advantage of what is assumed to
be more favorable interest rates and reduced cost escalation earlier in the timeline. Once the initial budgets for
these projects are confirmed, the design will begin on the remaining smaller projects with a more informed budget
and funding variables confirmed. This expanded timeline define design, bidding and constructions phases of each
project.
1-32 1 F—Strategic Plan Implementation Schedule
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N�SENTIAL FACILITIES
STRATEGIC PLAN
Prepared by:
MAtYtAjC
RdATH"ARCHIT-E
DRAFT 7/20/15
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
VOLUME II. DETAILED FACILITY STUDY- PUBLIC SAFETY CENTER
TABLE OF CONTENTS
PAGE NO.
A. INTRODUCTION-------------------------------------------------------------- II -1 -11-2
B. PUBLIC SAFETY CENTER PROGRAM
OVERALL SPACE NEEDS SUMMARY AND SUMMARY OF
BUILDING PER DEPARTMENT------------------------------------------------------ 11-3 - 11-5
SPACE NEEDS OUTLINE------------------------------------------------------------- II -6 - II -32
SPACE STANDARDS AND COMPONENT DIAGRAMS ---------------------------- II -33 11.54
OVERALL PROJECT BUDGET-------------------------------------------------------- 11.55 11.57
SITE ARRANGEMENT DIAGRAMS -------------------------------------------------- II -58 - 11-60
C. EXISTING FACILITY ASSESSMENTS
STATION 51-1039 C STREET ------------------------------------------------------ II -61 - II -62
CITY HALL -1400 5i" AVENUE ----------------------------------------------------- II -63
APPENDIX
San Rafael Strategic Plan Tier 1- Fire Station No. 51
Structural Review and Conditional Assessment
Prepared by Cornerstone Structural Engineering Group
Dated: June 23, 2015
ss rr
13
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Basis of Design Narrative - Fire Station 51
City of San Rafael - Essential Facilities Strategic Plan
MEP Review and Conditional Assessment
Prepared by Interface Engineering
Dated: June 22, 2015
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DRAFT 7/20/15
A. INTRODUCTION
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN �'
M\u1.
Initially, Space Needs Assessments were developed for a stand-alone police station and a replacement
"Headquarters Fire Station" which comprised of Fire Station 51, Fire Administration functions and a new
Emergency Operations Center. The police station and the headquarters fire station were each envisioned to be
placed on separate sites. The replacement headquarters fire station was evaluated on a site near 2nd street and the
police station was studied to be either added to City Hall or replaced across the street from City Hall on 5th Avenue.
As the scenario study developed, it became apparent that these two stand-alone projects did not develop into a
cost-effective solution for improving the seismic safety and operations of each department. It was determined that
in order to maximize the funds available the following considerations would need to be made:
A joint Public Safety Center would allow many of the spatial elements of a police and fire station to be shared.
They include the lobby, public restrooms, staff break and restrooms, classroom, and all circulation and
mechanical/electrical support spaces.
If at all possible, the replacement facilities should be located on City -owned property. This would allow the
maximum amount of available funds to be put toward facility improvements instead of property purchases.
Evaluate alternative possibilities for moving Medic 51 closer to the freeway as a response to the
recommendations of the Standards of Coverage Study in place of re -building space in a potential Public Safety
Center (PSC) at its similar location (discussed in Volume 1).
Mission critical for both the San Rafael Fire and Police Departments (SRFD and SRPD) is to have all divisions
located in the same building and moved from the leased spaces they currently occupy.
Concurrent with developing the Space Need Assessments for each department, the Design Team evaluated the
existing facilities currently serving each group. The goal was to determine if the facilities could be cost-effectively
renovated to serve the established needs and goals of providing operationally efficient and seismically safe
facilities for each department. The Team evaluated the existing Fire Station 51 and the existing City Hall (SRPD is
located in the first level of City Hall). In general, it was determined that neither renovating and adding to the
existing City Hall, nor renovating and expanding the existing Fire Station 51 proved to be cost-effective or
operationally efficient solutions to meeting the stated goals above. The detail behind these findings is presented in
Section C of this report.
The proposed Public Safety Center (PSC), detailed in the following documents, recommends the development of a
44,666 -square -foot PSC, located on City -owned property on 5th Avenue between C and D Streets.
PUBLIC SAFETY CENTER AT 1401 5r" AVENUE: $41M — $43M PROJECT BUDGET
(INCLUDING RENTAL SAVINGS)
The following Overall Space Needs Summary, Space Standards and Component Diagrams, Site Arrangement
Diagrams, and Overall Conceptual Project Budget provide the background detail which resulted in the proposed
total square footage recommendation and overall project budget range. These documents will be used in the
A—introduction 1 II -1
i114.
CITY OF SAN RAFAEL DRAFT 7/20/15
ESSENTIAL FACILITIES STRATEGIC PLAN
subsequent phases of the Measure E, Essential Facility Improvement Program as a basis for design and budget
confirmation.
San Rafael Police Department (SRPD) features include:
Adequate on-site storage area to eliminate off-site storage costs.
Locates all SRPD units in the same building except the Youth Services Bureau and the Marine Unit.
SRPD program provides 424 net square feet to accommodate future staffing levels including:
— One new Street Crimes Officer — 24 SF work station
— One new Motor Officer — 24 SF work station
— One property and evidence assistant — 80 SF work station
One new investigator — 80 SF work station
Three additional records specialists — 216 SF
San Rafael Fire Department (SRFD) features include:
Adequate on-site storage area to eliminate off-site storage costs.
A fire department administrative program which provides 264 net square feet to accommodate future staffing
levels including:
— One new Fire Administrator —120 SF office
— One new Public Education Specialist — 72 SF work station
— One new Emergency Medical Service (EMS) Clerk — 72 SF work station
An Emergency Operations Center that includes seating for 60 and training at tables for 24 with support areas
for the emergency management functions.
The Fire Engine 51 Company with apparatus bay space for cross -staffing a ladder truck and a secure bay for
the BC vehicle. It provides living accommodations for four fire fighters and the BC.
Joint Facilities include:
Conference rooms
Emergency Operations Center (EOC)/training room
Break rooms
Fitness room
Lobby and public restrooms
Men's and women's staff toilets
All Infrastructure support areas including computer rooms, electrical rooms, etc
Items and functions not included which will need to be accommodated at another location:
Parking — only patrol vehicles and specialized support units (SWAT, CSI VAN, and various trailers) are planned
to be on-site. Personal vehicles and un -marked SRPD vehicles will be parked off-site.
The SRFD Apparatus Maintenance Program will be relocated to the Public Works Yard.
Medic Unit 51 will be relocated to Fire Station 52.
The Youth Services Bureau may be relocated to the first floor of the current City Hall.
11-2 1 A - Introduction
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
B. PUBLIC SAFETY CENTER PROGRAM
OVERALL SPACE NEEDS SUMMARY AND SUMMARY OF BUILDING PER DEPARTMENT
The Space Needs Summary summarizes the anticipated building space needs into an outline form indicating each
departments area requirements and the building support areas. The summary of space needs per department
lists the anticipated space needs per department and provides a breakdown of the shared and non -shared space
allocations.
4
- ■ ,'� _ _ �l .�.-rte
OVERALL SPACE NEEDS SUMMARY AND SUMMARY OF BUILDING PER DEPARTMENT
• '
•m'T
Component
2015
2040
Comment
Area
Gross S.F.
Number of
Personnel
Area Gross
S. F.
Number of
Personnel
Office of the Police Chief
655
3.0
655
3.0
Fire Administration
2,200
14.0
2,387
17.0
Includes Fire
Administrator
Emergency Operations Center
2,079
1.0
2,079
1.0
Includes Large
Training/EOC Room
Operations Division: Office
562
42.0
562
51.0
Includes Operations
Captain Office
Street Crimes
580
3.0
611
4.0
Patrol Sergeant Work Room
867
867
Staff counted in
Operations: Office
Traffic
395
3.0
426
4.0
Misc. Functional Spaces
125
6.0
125
7.0
Foot Beat
Cadets
248
6.0
248
6.0
Patrol Support Areas
2,284
2,284
Staff counted in
Operations: Office
Evidence Processing and Secure
Storage
2,509
1.0
2,509
2.0
Temporary Holding
2,698
2,698
Investigations
3,414
11.0
3,518
12.0
Includes Admin.
Captain Office
Professional Standards
738
3
738
3
Youth Services Bureau
0
5
0
5
Location TBD
Records
1,877
6
2,157
9
Dispatch
996
10
1,017
12
Staff Support
5,388
5,388
Facility Support
5,811
5,811
Size based on 2040
staffing
Station 51 Apparatus Bay and Support
3,931
3,931
Station 51 Offices
635
635
Station 51 Living Quarters
1,959
1,959
Total Building Spaces
39,950
111.0
40,605
133.0
Building Gross Factor - 10%
3,995
4,061
Total Building Gross Square Footage
43,945
44,666
B - Public Safety Center Program 1 II -3
OVERALL SPACE NEEDS SUMMARY AND SUMMARY OF BUILDING PER DEPARTMENT
Component
2015
2040
Comment
Area
Number of
Area Gross
Number of
Gross S.F.
Personnel
S.F.
Personnel
Ancillary Support - On -Site
1,771
1,771
Motors, Bicycles,
Large Vehicle
Storage. Store in
Sub -Terrain Garage
Area. Minimum
improvements.
Exterior Spaces - Some parking level,
13,386
13,386
Some at street level.
Total Exterior and Building Spaces
59,102
59,823
Ancillary Support - Parking Level
6,191
6,191
Trailers and vehicles
II -4 1 B - Public Safety Center Program
OVERALL SPACE NEEDS SUMMARY AND SUMMARY OF BUILDING PER DEPARTMENT
•.
014:7—AIAN
FD PD Share
Area Gross
S.F.
Area
Gross S.F.
Area Gross
S.F.
Office of the Police Chief
655
Fire Administration
2,387
Emergency Operations Center
2,079
Operations Division: Office
562
Street Crimes
611
Patrol Sergeant Work Room
867
Traffic
426
Misc. Functional Spaces
125
Cadets
248
Patrol Support Areas
2,284
Evidence Processing and Secure Storage
2,509
Temporary Holding
2,698
Investigations
3,518
Professional Standards
738
Youth Services Bureau
0
Records
2,157
Dispatch
1,017
Staff Support
5,388
Shared 50/50
Facility Support
5,811
Station 51 Apparatus Bay and Support
3,931
Station 51 Offices
635
Station 51 Living Quarters
1,959
Total Building Spaces
10,990
18,416
11,199
Building Gross Factor - 10%
1,099
1,842
1,120
Total Building Gross Square Footage
12,089
20,257
12,319
44,666
Area percentage per Work Group:
27.07%
45.35%
27.58%
B — Public Safety Center Program 1 II -5
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
B. PUBLIC SAFETY CENTER PROGRAM
SPACE NEEDS OUTLINE
This section identified and itemizes the building spaces into an outline form indicating each space, the required
attributes and the required square footage. The space needs of the project have been established through meet-
ings with both the police department and fire department design team, site visits and multiple review meetings.
The square footage requirements for each space are derived through the development of "component dia-
grams" reflecting the operations -based layout of each space and the use of space standards
SPACE NEEDS OUTLINE
B Public Safety Center Program 1 II -6
2015
2040
Space
No. of
Area
Net
No. of
Net
No.
Type
Units
per
Square
Staff
Square
of
Unit
Footage
Footage
Staff
Office of the Police Chief
Police Chief
0-1
1
224
224
1
224
1
Accommodate
meetings of 4-5
people
Police Chief's Closet
CL -3
1
40
40
40
Executive Assistant
0-4
1
120
120
1
120
1
Need space to
hold project files,
operating staff files
Senior Admin./Finance
0-4
1
120
120
1
120
1
Needs space to hold
personnel files,
billing files
Division Subtotal
504
3.0
504
3.0
Efficiency Factor - 30%
151
151
Office of the Chief TOTAL
655
3.0
655
3.0
Fire Administration
Fire Chief Office
0-1
1
224
224
1
224
1
Private office, lateral
file cabinets, meeting
table for 4, shelving
Fire Administrator
0-4
1
120
120
0
120
1
Private office, lateral
file cabinets, shelving
Deputy Fire Marshal
0-4
1
120
120
1
120
1
Private office with
plan layout desk,
lateral file cabinets,
shelving
Management Analyst
0-4
1
120
120
1
120
1
Private office, lateral
file cabinets, shelving
EMS Coordinator
W-1
1
80
80
1
80
1
Semi -private open
work station with
supply storage
Medical Director
I W-2
1
72
72
1
72
1
Semi -private open
work station with
supply storage
B Public Safety Center Program 1 II -6
SPACE NEEDS OUTLINE
II -7 1 B — Pubhc Safety Center Program
2015
2040
Space
No. of
Area
Net
No. of
Net
No.
Type
Units
per
Square
Staff
Square
of
Unit
Footage
Footage
Staff
Fire Administration
-Continued
Nurse Educator
W 2
1
72
72
1
72
1
Semi -private open
work station with
supply storage
Administrative Open
W 2
2
72
144
2
144
2
Open work stations
Work Area
adjacent to lobby,
(Two positions)
lateral file cabinets,
shelving, adjacent
to copy, file, supply
room
EMS Open Work Area
W-2
2
72
144
2
216
3
Open work stations
(Two Current Positions,
adjacent to Admin -
One Future)
istrative Work Area,
one - "Times -two,
7 tier" file cabinet
in open work area,
shelving, adjacent
to copy, file, supply
room
Fire Prevention Open Work
W-1
2
80
160
2
160
2
Open Work Area
Area Fire Inspector II
adjacent to Fire
(Two Positions)
Marshall; two work
stations and work
counter for plan
layout, storage area
for inactive files and
plans; near Admin.
Work area.
Vegetation Management
W 2
1
72
72
1
72
1
Open work station,
Specialist
lateral file cabinets,
shelving
Environmental
W 2
1
72
72
1
72
1
Open work station,
Management Coordinator
lateral file cabinets,
shelving
Future Public Education
W-2
1
72
0
0
72
1
Open work station,
Specialist Office/Storage
desk, files, shelving,
adjacent to storage
room.
Fire General Storage -
CL -5
1
60
60
60
Full -height shelving.
Supply
Public Ed. And
Medical Supply
Storage
II -7 1 B — Pubhc Safety Center Program
SPACE NEEDS OUTLINE
B — Public Safety Center Program 1 II -8
2015
2040
Space
No. of
Area
Net
No. of
Net
No.
Type
Units
per
Square
Staff
Square
of
Unit
Footage
Footage
Staff
Fire Administration
-Continued
Fire Admin File Storage
F-4
7
16
112
112
File cabinets (locking);
4 - "Times -Two' - 7
tier file systems
Fire Admin Workroom/
F-3
3
40
120
120
Full -height shelving,
Storage
open area for copy
machine, central work
counter for report
assembly, storage for
office supplies, form
storage, mail box
for each station and
admin. personnel
Division Subtotal
1,692
14.0
1,836.0
17.0
Efficiency Factor - 30%
508
551
Fire Administration TOTAL
2,200
14.0
2,387
17.0
Main Response Room
C-4
1
960
960
960
Seating for 60;
storage areas;
counters; serves as
EOC room and class-
room, partition
Call Taker Room, Ham Radio
C-1
1
180
180
180
4 work stations
Equipment Storage
CL -5
3.25
60
195
195
Table and Chair
storage, rations, cots,
equipment
Task Force Conference Rm.
0-4
0
120
0
0
Removed from
(two total)
Program - Use
Conference Rooms
adjacent to lobby in
major event
EOC Coordinator
0-4
1
120
120
1
120
1
Private office, lateral
file cabinets, shelving
B — Public Safety Center Program 1 II -8
SPACE NEEDS OUTLINE
II -9 I B — Public Safety Center Program
2015
2040
Space
Type
No. of
Units
Area
per
Unit
Net
Square
Footage
No. of
Staff
Net
Square
Footage
No.
of
Staff
Wall Map
W-2
2
72
144
0
144
ROSS mapping, maps,
TV monitors, CAD
monitors
Division Subtotal
1,599.0
1.0
1,599.0
1.0
Efficiency Factor - 30%
480
480
Emergency Operations
Center TOTAL
2,079
1.0
2,079
1.0
Operations Division: Office
Operations Captain
0-3
1
132
132
1
132
1
Operations Captain's
Closet
CL -3
0.5
40
20
20
Day Shift
Day Shift Police
Lieutenant
0-4
1
120
120
1
120
1
Shared office with
Night Shift Lieutenant
Lieutenant's Closet
CL -3
0.5
40
20
20
Patrol Team 1 Sergeant
1
1
Refer to Patrol
Sergeant shared
office space
Patrol Team 1
8
10
Patrol Team 2 Sergeant
1
1
Refer to Patrol
Sergeant shared
office space
Patrol Team 2
9
10
Night Shift
Night Shift Police
Lieutenant
0-4
1
120
120
1
120
1
Shared office with
Day Shift Lieutenant
Lieutenant's Closet
CL -3
0.5
40
20
20
II -9 I B — Public Safety Center Program
SPACE NEEDS OUTLINE
B Pub c Safety Center Program II -10
2015
2040
Space
No. of
Area
Net
No. of
Net
No.
Type
Units
per
Square
Staff
Square
of
Unit
Footage
Footage
Staff
Night Shift - Continued
Patrol Team 3 Sergeant
1
1
Refer to Patrol
Sergeant shared
office space
Patrol Team 3
9
10
Patrol Team 4 Sergeant
1
1
Refer to Patrol
Sergeant shared
office space
Patrol Team 4
9
10
Future CSO
CSO
0
4
Division Subtotal
432
432
Efficiency Factor - 30%
130
130
Operations Division Office
562
42.0
562
51.0
TOTAL
Street Crimes
Street Crimes Sergeant
W-1
1
80
80
1
80
1
Street Crimes
Sergeant office would
be in Street Crimes
work area, Adjacent
to Patrol
Street Crimes Officers
Street Crimes Work Area
Workstations
W-4
1
24
48
2
72
3
Case Files
F-1
8
5
40
40
Equipment Storage
CL -1
3
8
24
24
Raid jackets, vests,
thigh holsters,
trackers, wires,
locked.
Work Table
F-3
4
40
160
160
Table for 4- 6 with
white board and
covered bulletin
board, away from
the entry
Book shelves
SH -1
1
40
40
40
File Cabinets
F-1
3
5
15
15
B Pub c Safety Center Program II -10
SPACE NEEDS OUTLINE
II -11 I B - Public Safety Center Program
2015
2040
Space
Type
No. of
Units
Area
per
Unit
Net
Square
Footage
No. of
Staff
Net
Square
Footage
No.
of
Staff
WT
Atiperations M&Mvisio—n-j
Continued
K-9 Support
Workstation
W-3
0
48
Staffed by Street
Crimes Unit
Files
F-2
1
13.5
14
14
Case Law Books
SH 4
1
12
12
12
Equipment Cabinet
F-2
1
13.5
14
14
Kennels
See Ancillary Police
Support space list
Division Subtotal
446
470
Efficiency Factor - 30%
134
141
Street Crimes TOTAL
580
3.0
611
4.0
Patrol Sergeant Work Room
Sergeant Work Area
Workstations
W-2
6
72
432
432
Four Patrol Team
Sergeants and Foot
Beat Sergeant, One
Light duty. Refer to
Unit for Staffing
Color Printer/Copier
F-3
1
40
40
40
File Storage
F-1
6
5
30
30
Forms Storage
F-1
1
5
5
5
Resource Manuals
SH -4
1
12
12
12
Briefing Table
B 1
6
18
108
108
Equipment
Storage
CL -1
5
8
40
40
Division Subtotal
667
667
Efficiency Factor - 30%
200
200
Patrol Sergeant
Work Room TOTAL
867
0.0
867
0.0
II -11 I B - Public Safety Center Program
SPACE NEEDS OUTLINE
B — P&;c Safety Center Program 1 II -12
2015
2040
Space
Type
No. of
Units
Area
Per
Unit
Net
Square
Footage
No. of
Staff
Net
Square
Footage
No.
of
Staff
Traffic
Traffic Sergeant
W-1
1
80
80
1
80
1
Traffic Sergeant office
would be in Traffic
work area.
Motor Officers
Traffic Work Area
Workstations
W-4
1
24
48
2
72
3
Color Printer/Copier
F-3
1
40
40
40
Diagrams/Surveys
Files
F-1
2
5
10
10
Forms Storage
F-1
1
5
5
5
Traffic Citations File
F-1
1
5
5
5
Resource Manuals
SH -4
1
12
12
12
Briefing Table
B-1
4
18
72
72
Equipment Storage
CL -1
4
8
32
32
Division Subtotal
304
328
Efficiency Factor - 30%
91
98
Traffic Work Area TOTAL
395
3.0
426
4.0
Misc. Functional Spaces
Foot beat
Foot Beat Sergeant
1
1
Refer to Patrol
Sergeant shared
office space
Foot Beat Officers
3
4
Mental Health Worker
W-3
1
48
48
1
48
1
Locate near Patrol
Sergeants
Supply Storage
CL -1
6
8
48
48
Interior Storage for
Misc. Supplies. See
Exterior Storage for
Bicycles Storage
B — P&;c Safety Center Program 1 II -12
SPACE NEEDS OUTLINE
11-13 1 B - Public Safety Center Program
2015
2040
Space
Type
UnitsSquare
No. ofN4O
Net
Footage
No. of
Staff
Net
Square
Footage
No.
of
Staff
Marine
Officer
W-3
0
0
1
0
1
Located Off-site
Supply Storage
CL -3
0
0
0
See Off-site Storage
for additional supplies
Division Subtotal
96
96
Efficiency Factor - 30%
29
29
Misc. Functional Spaces
TOTAL
125
6.0
125
7.0
Cadets
Cadet Work Area
6
6
Overseen by Traffic
Sergeant, locate near
patrol
Workstations
W-3
2
48
96
96
Work Bench
F-3
1
40
40
40
Equipment Storage
F-1
3
5
15
15
Book Case
SH -4
2
12
24
24
1
16
16
16
Division Subtotal
191
191
Efficiency Factor - 30%
57
57
Cadet Work Area TOTAL
248
6.0
248
6.0
Volunteers
Volunteer work station
18 total Volunteer -
Not counting in
staffing. Refer to
investigations and
Records for work
station locations
11-13 1 B - Public Safety Center Program
SPACE NEEDS OUTLINE
B — Pub: c Safety Center Program ; II -14
2015
2040
Space
No. of
Area
Net
No. of
Net
No.
Type
Units
per
Square
Staff
Square
of
Unit
Footage
Footage
Staff
e
Patrol Support Areas
Briefing Room
Seating
B-1
20
18
360
360
reduced from
24 to 20
Presentation Area
1
40
40
40
Duty Bag Room
Duty Bag/2nd Bag Room
L-3
67
2.75
184.25
184
2 per sworn field ops
personnel, 74 total
Sworn. Less 7 Admin.
67 total storage
lockers
Patrol Equipment
CL -4
2
40
80
80
Flashlight, Radios,
Cameras, Keys,
Gloves, Wipes
Equipment Room
Patrol Equipment
1
120
120
120
Rifles, shotguns,
ammo, handcuffs,
vests
SWAT Equipment
1
120
120
120
SWAT Specialty rifles,
Rams, ammo.
Armory
Ammunition
SH 1
2
40
80
80
16' of full height
shelving
Gun cleaning station
F-3
1
40
40
40
Workbench with air
tools, parts storage
Shotgun Storage
SH -2
3
56
168
168
24' of full height
shelving - 4' deep
Training guns and supplies
SH -2
1
56
56
56
16' of full height
shelving - 4' deep
Gun Clearing Station
2
9
18
18
Report Writing Room
Report Writing Stations
W-4
8
24
192
192
Includes two special
program stations
Form Storage
F-1
2
5
10
10
Officer Files
F-2
4
13.5
54
54
4 - 4 -drawer high
cabinets
B — Pub: c Safety Center Program ; II -14
SPACE NEEDS OUTLINE
II -15 1 B — Public Safety Center Program
2015
2040
Space
No. of
Area
Net
No. of
Net
No.
Type
Units
per
Square
Staff
Square
of
Unit
Footage
Footage
Staff
Patrol Support Areas
- Continued
Juvenile Holding
Holding Room
1-3
1
100
100
100
Visual contact to
report writing
Work Area
F-3
3
40
120
120
printer/copier, office
supply storage,
counter for report
assembly, fax
Officer Mail Boxes
60
0.25
15
15
1 per sworn field ops
personnel
Division Subtotal
1,757
1,757
Efficiency Factor - 30%
527
527
Patrol Support Work Area
2,284
0.0
2,284
0.0
TOTAL
Evidence Processing and
Secure Storage
Evidence Processing
1
250
250
250
Perimeter counter
space with sink.
Center island for
evidence layout,
fingerprint testing ,
weighing,
photographing, (2
drying cabinets, 2
fume hoods), CSI
supplies storage
Bag and Tag work area
1
60
60
60
Evidence processing
supplies
Valtox Work area
1
60
60
60
Kit storage and
workbench
Temporary Storage Lockers
1
60
60
60
Temporary storage
while processing
Refrigerator/Freezer
1
18
18
18
Temporary storage
while processing
II -15 1 B — Public Safety Center Program
SPACE NEEDS OUTLINE
B— Public Safety Center Program II -16
2015
2040
Space
No. of
Area
Net
No. of
Net
No.
Type
Units
per
Square
Staff
Square
of
Unit
Footage
Footage
Staff
Evidence Processing and
Secure Storage
- Continued
Property and Evidence
Staff Office
Property and Evidence
W-1
1
80
80
1
80
1
Specialist
P& E Assistant
W-3
1
48
48
0
48
1
Files
F-2
3
13.5
40.5
41
forms storage, finger-
print cards, photo/
latent files, evidence
supplies
Shelving
SH -4
1
12
12
12
Secure Evidence Storage
Area
Compact Evidence Storage
6
75
450
450
6 rows
System
Gun Storage Cage
CL -4
1
40
40
40
Narcotics Room
CL -4
1
40
40
40
Safe
1
1
18
18
Refrigerator
1
18
18
18
Freezer
1
200
200
200
Drying Locker
1
24
24
24
Arson Locker
0
15
0
0
No arson items
stored at PD
Bicycle Storage
16
12
192
192
Accessible to outdoor
loading area
Bulky Evidence Storage
CL -4
8
40
320
320
Accessible to outdoor
loading area
Evidence Processing Sup-
port
Evidence Processing
F-3
2
40
80
80
With supplies storage
Work Counter
in cabinetry
Hand Wash Sink and
F-3
1
40
40
40
Counter
Emergency Eyewash
1
10
10
10
Evidence Receiving Counter
1
30
30
30
B— Public Safety Center Program II -16
SPACE NEEDS OUTLINE
II -17 I B Public Safety Center Program
2015
2040
Space
No. of
Area
Net
No. of
Net
No.
Type
Units
Per
Square
Staff
Square
of
Unit
Footage
Footage
Staff
Evidence Processing and
Secure Storage
- Continued
Vehicle Evidence
0
400
0
0
Space Eliminated -
Processing
Use County Facilities
Bulk Marijuana
See Exterior Spaces
Temporary Holding
space list
Large Evidence and
See Ancillary Police
Vehicle Storage
Support space list
Outdoor Loading Area
See Exterior Spaces
space list
Subtotal
2,091
2,091
Efficiency Factor -20%
418
418
Evidence Processing/
2,509
1
2,509
2
Secure Storage TOTAL
Temporary Holding
Vehicle Sallyport
2
400
800
800
Prisoner Sallyport
1
100
100
100
Between vehicle
sallyport and holding
Prisoner Release Sallyport
1
50
50
50
Between public area
and holding
Booking Area
Staff Work Area and
1
150
150
150
Counter
Intoxilizer
1
40
40
40
Photo Area
1
80
80
80
Fingerprint Area
1
25
25
25
Live Scan
1
25
25
25
Prisoner Property
1
25
25
25
Prisoner Booking
2
36
72
72
Secure Booking Area
Booking Interview Rooms
1-1
1
80
80
80
Holding Cells
2
80
160
160
Temporary holding
room with toilet,
single occupancy,
vision lite in door.
Reduced from three
to two.
II -17 I B Public Safety Center Program
SPACE NEEDS OUTLINE
B — Pub c Safety Center Program 111-18
2015
2040
Space
Type
No. of
Units
Area
per
Unit
Net
Square
Footage
No. of
Staff
Net
Square
Footage
No.
of
Staff
Temporary Holding
- Continued
Detainee Toilet
T-4
1
64
64
64
Detainee Shower
T-5
1
80
80
80
Staff Toilet
T-4
1
64
64
64
Janitor Closet
1
50
50
50
Safety Equipment Storage
1
40
40
40
AV Monitoring Equipment
1
40
40
40
Supplies Storage
CL -3
2
40
80
80
Staff Sallyport
1
50
50
50
Between police
building and holding
Division Subtotal
2,075
2,075
Efficiency Factor - 30%
623
623
Temporary Holding TOTAL
2,698
2,698
Administrative Services
Division
Administrative Services
Captain
0-3
1
132
132
1
132
1
Captain's Closet
CL -3
0.5
40
20
20
Investigations
Investigations Lieutenant
0-4
1
120
120
1
120
1
Police Lieutenant's Closet
CL -3
0.5
40
0
0
Investigations Sergeant
0-4
1
120
120
1
120
1
Investigators
W-1
1
80
560
7
640
8
Briefing Table
B-1
8
18
144
144
Mapping Wall
M-1
2
40
80
80
Case Files
F-1
6
5
30
30
Equipment Storage
F-1
8
5
40
40
Tactical vests, Jackets
Volunteer Workstation
W-4
2
20
40
40
Plan for two work
stations
B — Pub c Safety Center Program 111-18
SPACE NEEDS OUTLINE
II -19 1 B — Pubhc Safety Center Program
2015
2040
Space
No. of
Area
Net
No. of
Net
No.
Type
Units
per
Square
Staff
Square
of
Unit
Footage
Footage
Staff
Investigations - Continued
Crime Analyst
0-4
1
80
80
1
80
1
Investigation Work Room
Color Printer/Copier
F-3
1
40
40
40
File Storage
F-4
4
16
64
64
Equipment Storage
CL -4
1
40
40
40
Resource Manuals
SH -4
1
14
14
14
Storage
1
16
16
16
Investigation Conference
C 2
1
432
432
432
12-16 chairs
Room
Staff Pantry
P-1
1
20
20
20
For coffee, water
Waiting Area
S-1
6
15
90
90
Confidential Meeting Room
1-3
0
100
0
0
Eliminated. Use soft
interview room
Interview Rooms
Share with Field
Services
Interview Room (Soft)
1-2
2
120
240
240
Separate from hard
interview rooms
Video Monitoring and
CL -3
2
40
80
80
For confidential
Viewing
meeting room,
suspect interview
and victim interview
rooms. Reduced from
three rooms to two
Monitoring/Computer/
CL -3
1
40
40
40
Surveillance,
Equipment Storage
monitoring
equipment
Interviewee Restroom
T-4
1
64
64
64
single -occupancy,
unisex
Children's Waiting Room
1
120
120
120
Retained, confidential
meeting room
eliminated
Division Subtotal
2,626
2,706
Efficiency Factor - 30%
788
812
Administration and
3,414
11.0
3,518
12.0
Investigations TOTAL
II -19 1 B — Pubhc Safety Center Program
SPACE NEEDS OUTLINE
B — Public Safety Center Program 1 II -20
2015
2040
Space
Type
No. of
Units
Area
Per
Unit
Net
Square
Footage
No. of
Staff
Net
Square
Footage
No.
of
Staff
Professional Standards
Professional Standards
0-4
1
120
120
1
120
1
Uniform Storage
CI -5
2
60
120
120
Training Record File
Storage
F-4
4
16
64
64
Community Service
Officers
W-2
1
72
144
2
144
2
Future CSO added to
patrol.
CSO Storage Closet
CL -5
2
60
120
120
Division Subtotal
568
568
Efficiency Factor - 30%
170
170
Professional Standards
TOTAL
738
3.0
738
3.0
Youth Services Bureau
Program Supervisor
0-2
0
143
0
1
0
1
Interns
W-3
0
48
0
4
0
4
Confidential Meeting
Rooms
1-2
0
120
0
0
Sound Proof with
recording equipment
Conference Table
B-1
0
18
0
0
Files, Supplies
F-2
0
13.5
0
0
Kitchenette
K-1
0
40
0
0
Includes microwave,
pantry storage
Waiting Area
120
0
0
Separate entrance
from
PD lobby
Staff Restroom
T-4
0
64
0
0
1 unisex
Recording equipment
room
0
80
0
0
Storage Closet
CL -5
0
60
0
0
Division Subtotal
0
0
Efficiency Factor - 30%
0
0
Youth Services TOTAL
0
5.0
0
5.0
Bureau eliminated
from program
B — Public Safety Center Program 1 II -20
SPACE NEEDS OUTLINE
II -21 1 B Public Safety Center Program
2015
2040
Space
Type
No. of
Units
Area
per
Unit
Net
Square
Footage
No. of
Staff
Net
Square
Footage
No.
of
Staff
Records
Records Staff
Police Records/Dispatch
Supervisor
0-4
1
120
120
1
120
1
Police Records Specialist
W-2
1 1
72
360
S
576
8
Volunteer Work Station
W-4
1
24
24
24
Light -Duty Desk Officer
Station
W-4
1
24
24
24
Public Reception
Separation from
work area
Counter
2
25
50
50
Cash Register
1
25
25
25
Computer Station
W-4
1
24
24
24
Reporting Counter
Separation from
work area
Counter
1
25
25
25
Separation from
main lobby
Live Scan Room
1-3
1
100
100
100
Off of Main Lobby
Interview Room
1-3
1
100
100
100
Off of Main Lobby
Copier Room
Document Imaging
Systems (2)
2
30
60
60
Recycling Area
1 1
25
1 25
25
Workstation
W-4
1
24
24
24
LETS/CLETS Terminal
W-4
1
24
24
24
Microfiche Reader
W-4
1
24
24
24
Printer
W-4
1
24
24
24
Files (in open work area)
Records Files
F-4
1 6
16
96
96
290/11590/Gang Regis
trants
F-4
2
16
32
32
Warrants
F-4
2
16
32
32
Leads Storage
SH -1
1
40
40
40
Mail Trays
30
0.2S
7.5
8
Storage Room
Supplies Storage
1
16
16
16
II -21 1 B Public Safety Center Program
2015 2040
Area Net Net No.
Space No. of No. of
Type Units per Square Staff Square of
Unit Footage Footage Staff
Storage Room - Continued
33
1 3
Purged Document Storage
F-3
6
Safe
40
1
Briefing Supplies
16
1
Forms
SH -4
3
Restraint, Cite Books,
Citations
F-2
3
Microfiches/Small AV
Storage
F-2
1
"Time5-2" Record Storage
F-4
4
Subtotal
13.5
13.5
Efficiency Factor - 30%
14
Records TOTAL
36
5.5
33
1 3
33
F-3
12
12
40
12
Dispatch Staff
16
16
Personal Storage
Lockers
16
18
12
36
36
36
W-1
13.5
40.5
80
41
80
13.5
13.5
14
9
36
36
share single office
1,444
W-3
1,660
48
192
433
192
498
3 on -duty, one special
Dispatcher
1,877
1 6.0
j 2,157
j 9.0
SPACE NEEDS OUTLINE
Dispatch
F-2
1 3
Work Counter
F-3
1
Credenzas
40
4
Dispatch Staff
SH -4
1
Personal Storage
Lockers
CL -2
18
Break Room
2
36
Lead Dispatcher
W-1
1
80
80
2
80
2
Lead Dispatchers
share single office
Public Safety
W-3
4
48
192
8
192
10
3 on -duty, one special
Dispatcher
Ops, 4th call taking
Public Safety
W-3
1
48
48
48
Outside of dispatch
Dispatcher Trainee
room
Station
Monitor wall
1
40
40
40
Radio, Vestas, CAD,
MAP, security camera
screens
Dispatch Files,
Supplies
F-2
1 3
Work Counter
F-3
1
Credenzas
40
4
Dispatch Reference
Books
SH -4
1
Personal Storage
Lockers
CL -2
18
Break Room
2
36
13.5
40.5
41
40
40
40
15
60
60
12
12
12
2
36
36
Adjacent to Dispatch
B — Public Safety Center Program 111-22
SPACE NEEDS OUTLINE
II -23 1 B -- PubHc Safety Center Program
2015
2040
Space
No. of
Area
Net
No. of
Net
No.
Type
Units
per
Square
Staff
Square
of
Unit
Footage
Footage
Staff
Break Room - Continued
Kitchenette
K-1
1
40
40
40
Includes refrigerator,
microwave, pantry
storage, bottles/cans
recycling
Table
S-2
2
15
30
30
Staff Restroom
T-4
1
64
64
64
1 unisex
Chairs
1
8
84
100
Pantry
P-1
0
20
0
0
Radio and 911
0
240
0
0
Include in Building
Equipment Room
Wide Space
Division Subtotal
767
783
Efficiency Factor - 30%
230
235
Dispatch TOTAL
996
10.0
1,017
12.0
Staff Support
Training Room
See EOC Above
Men's Locker Room
PD Only
Officer Lockers
L-1
67
12
804
804
74 police officers
total -
assume 90% men
Locker size reduced
Cadet Lockers
L-3
4
2.75
11
11
6 Cadets - assume
60% men
Non -Sworn Lockers
L-2
15
5.5
83
83
^30 non -sworn total -
assume 50% men
Dispatcher Lockers
L-3
5
2.75
13.75
14
Smaller due to
additional lockers in
the work area. 12
dispatchers - assume
40% men
Restroom Facilities
T-1
1.5
200
300
300
4 toilet stalls, 1 urinal,
2 lays
Shower Facilities
T-5
3
80
240
240
Three showers with
dressing area
II -23 1 B -- PubHc Safety Center Program
SPACE NEEDS OUTLINE
B — Public Safety Center Program 1 II -24
2015
2040
Space
No. of
Area
Net
No. of
Net
No.
Type
Units
per
Square
Staff
Square
of
Unit
Footage
Footage
Staff
Staff Support - Continued
Women's Locker Room
PD ONLY
Officer Lockers
L-1
22
12
264
264
74 police officers -
assume 30% women
Locker size reduced
Cadet Lockers
L-3
4
2.75
11
11
6 Cadets - assume
60% women
Non -Sworn Lockers
L-2
52
5.5
286
286
—30 non -sworn total -
assume 80% women
Dispatcher Lockers
L-3
10
2.75
27.5
28
Smaller due to
additional lockers in
the work area. 12
dispatchers - assume
80% women
Restroom Facilities
T-2
1
150
150
150
3 toilet stalls, 2 lays
Shower Facilities
T-5
2
80
160
160
Two Showers with
dressing area
Sleeping Rooms
2
80
160
160
Small room with bunk
bed, can be trainee
rooms for Fire too.
Fitness Room
1
800
800
800
Eliminated from FD
Program, share
with FD
Break Room
Vending Machines
V-1
2
15
30
30
Kitchen
K-1
3
40
120
120
sink, microwave,
refrigerator, toaster
oven, counter, bottled
water storage
Seating
S-2
12
20
240
240
Increased for both
PD and Fire
Lounge Area
0
120
0
0
Eliminated from
Program
Dry Cleaning Closet
CL -3
1
40
40
40
Men's Staff Toilets
T-3
3
125
375
375
Shared with FD
Admin include
lockers
Women's Staff Toilets
T-3
3
125
375
375
Shared with FD
Admin. include
lockers
B — Public Safety Center Program 1 II -24
SPACE NEEDS OUTLINE
II -25 1 B — Public Safety Center Program
2015
2040
Space
Type
No. of
Units
Area
per
Unit
Net
Square
Footage
No. of
Staff
Net
Square
Footage
No.
of
Staff
Staff Support - Continued
Subtotal
4,490
4,490
Circulation - 20%
898
898
Staff Support TOTAL
5,388
5,388
Facility Support
Public Lobby
Lobby Area
1
400
400
400
Seats for Waiting
S-1
8
15
120
120
Standing Area/
Reception Line
8
6
48
48
Reception Counter
1
25
25
25
Public Telephones
-
0
14
0
0
None Anticipated
Pamphlet Rack
-
1
12
12
12
Display Area
1
80
80
80
Public Restrooms
T 2
2
150
300
300
Large Conference Room
C-2
1
432
432
432
Shared Space with PD
Small Conference
C-1
1
180
180
180
Shared Space with PD
Interview Room (Soft)
1-2
0
120
0
0
See Records
Janitor Closet
J-1
4
50
200
200
Throughout Building
Computer and
Networking Room
System Administrator
Workstation
W-2
1
72
72
72
Work bench
1
25
25
25
Network Racks
3
48
144
144
Storage
1
16
16
16
Electrical Room
1
225
225
225
Mechanical Rooms
2
400
1 800
800
Fire Alarm Room
1
80
80
80
UPS Room
1
100
100
100
Elevator
4
80
320
320
Two total
II -25 1 B — Public Safety Center Program
SPACE NEEDS OUTLINE
B - Pub c Safety Center Program 111-26
2015
2040
Space
No. of
Area
Net
No. of
Net
No.
Type
Units
per
Square
Staff
Square
of
Unit
Footage
Footage
Staff
Facility Support - Continued
Stairs
6
120
720
720
Three total
Maintenance and Supplies
1
200
200
200
4 supply cabinets in a
central location
Recycling Areas
1
150
150
150
Subtotal
4,649
4,649
Circulation -25%
1,162
1,162
Facility Support TOTAL
5,811
5,811
Station 51 Apparatus Bay
and Support
Apparatus Bay
2
1000
2000
9
2,000
9
20' x 50' back -in bays
(2 Back -in bays)
Apparatus Bay
1
540
540
3
540
3
BC Vehicle
(single deep, back-up)
Medical Clean Up
W-1
1
80
80
80
Stainless Steel sink
with drain board for
hands washing and
equipment cleaning,
Shower for
backboard wash
down, drying racks
Medical Supply Storage
CL -3
1
40
40
40
Small storage cabinet
for medical supplies
Yard Storage
0
0
0
0
Included in Facility
Support
Turnout Gear Room
-
1
144
144
144
16 -turnout gear open
metal storage lockers;
continuous exhaust
fan, floor drain, heavy
duty shelving;
wildland gear bags
B - Pub c Safety Center Program 111-26
SPACE NEEDS OUTLINE
II -27 1 B — Public Safety Center Program
2015
2040
Space
No. of
Area
Net
No. of
Net
No.
Type
Units
per
Square
Staff
Square
of
Unit
Footage
Footage
Staff
Station 51 Apparatus Bay
and Support - Continued
Work Shop Alcove
-
1
90
90
90
Work bench/shop
area for vise, peg
board, tool storage
with large flat work
surface, solvent tank,
tool chest, storage
cabinet, shop sink
and 6LF for Hose
storage.
Janitor Closet
J-1
1
50
50
50
Apparatus Bay
cleaning supplies,
Mop sink
Special Project Room
-
1
80
80
80
Room for assigned
support duty such as
turn -out, mask repair,
hose repair, allows
outsourced projects
to be brought in
house.
Subtotal
3,024
12
3,024
12
Circulation 30%
907
907
Apparatus Bay and
3,931
3,931
Support TOTAL
Station 51 Offices
Station 51 Night Lobby
1
84
84
84
Small entry point for
public; with seating
adjacent to the public
restroom. Counter
separation between
office and lobby
Station 51 Public Restroom
T-4
1
64
64
64
unisex, accessible
near Lobby
Station 51 Office
0-4
1
120
120
120
Shared office space
for 2 -persons;
provide space for lat-
eral file cabinets (one
drawer per company)
copy machine and
office supply storage,
book shelving.
II -27 1 B — Public Safety Center Program
SPACE NEEDS OUTLINE
B Public Safety Center Program 1 II -28
2015
2040
Space
No. of
Area
Net
No. of
Net
No.
Type
Units
per
Square
Staff
Square
of
Unit
Footage
Footage
Staff
Station 51 Offices
-Continued
Battalion Chief Office
W-1
3
80
240
240
Three work stations,
Lateral file cabinets
for three occupants,
side table for 4
Subtotal
508
508
Circulation -25%
127
127
Station 51 Offices TOTAL
635
635
Station 51 Living Quarters
Kitchen
1
143
143
143
2 -refrigerators; 2 -shift
pantries; 1 -dish-
washer; gas range/
oven with hood; large
microwave; large
double -bowl sink with
disposer; prep sink at
island; open to
Dining Area
Dining Area
C-11
1
180
180
180
Seating for 6 persons;
wall -mounted TV,
open to kitchen; open
to Day Room
Day Room
1
224
224
224
Seating for 6 with
recliner chairs;
entertainment center
and book shelving;
Open to Dining
Laundry Room
1-2
1
120
120
120
Service sink;
countertop; janitorial
supplies; mop rack;
Washer/ Dryer
Firefighter Bedroom
0-3
4
132
528
528
4 -separate bedrooms
each containing
4 -lockers, desk, chair,
wall -mounted TV,
1 bed
Firefighter Bathroom,
T5
1
80
80
80
Accessible restroom -
Accessible
shower, sink, toilet
Firefighter Bathroom
T-5
1
80
80
80
Restroom with
shower, sink, toilet
B Public Safety Center Program 1 II -28
SPACE NEEDS OUTLINE
II -29 I B — Public Safety Center Program
2015
2040
Space
Type
No. of
Units
Area
per
Unit
Net
Square
Footage
No. of
Staff
Net
Square
Footage
No.
of
Staff
Station 51 Living Quarters
- Continued
BC Quarters
0-3
1
132
132
132
BC Bathroom, Accessible
T 5
1
80
80
80
Accessible restroom -
shower, sink, toilet
Fitness Room
0
0
0
0
Fitness room included
in Staff Support
Subtotal
1,567
1,567
Circulation -25%
392
392
Station 51 Living Quarters
TOTAL
1,959
1,959
Ancillary Support - On -Site
Patrol Bicycle Storage
Can share space with
Motorcycle Garage
Bicycles
12
9
108
108
floor racks
Lockers
L-1
3
12
36
36
Storage Cabinets/Shelving
SH -1
2
40
80
80
Work Bench
1
50
50
50
Motorcycle Garage
Can share space with
Bicycle Patrol Storage
Motorcycle Parking
7
40
280
280
2 Motors are taken
home at night,
balance storage in
motors garage.
Officer Locker
L-1
9
12
108
108
2 full time, nine
part-time for events
Storage Cabinets/Shelving
SH -1
2
40
80
80
Remote Radar Batteries
SH -1
2
40
80
80
Work bench
1
50
50
50
oil check, fill tires,
charging, platform lift
Kennels
Kennels
2
32
64
64
2 for police K-9
Supplies Storage
1
60
60
60
SWAT Storage
Storage Cabinets/Shelving
SH -1
6
40
240
240
II -29 I B — Public Safety Center Program
SPACE NEEDS OUTLINE
B — Public Safety Center Program 111-30
2015
2040
Space
No. of
Area
Net
No. of
Net
No.
Type
Units
per
Square
Staff
Square
of
Unit
Footage
Footage
Staff
Swat Storage - Continued
SWAT Van and Trailer
0
400
0
0
Store in parking area
CSI Storage
Storage Cabinets/Shelving
SH -1
6
40
240
240
CSI Panel Truck
0
200
0
0
Store in Parking Area
Subtotal
1,476
1,476
Circulation -20%
295
295
Ancillary Support - On -Site
1,771
1,771
TOTAL
Exterior Spaces - Some
parking level, Some at
street level.
Evidence Loading Area
1
400
400
400
Adjacent to Property
and Evidence
Bulk Marijuana Temporary
2
50
100
100
In exterior storage
Holding
units to avoid odors
filtering into building
through the
mechanical system
Vehicle Inspection Area
-
1
400
400
400
Covered area with air,
water, storage for
windshield wipers,
hoses, etc.
Parking
Visitor Parking
0
350
0
0
All Visitor parking is
off-site except ADA
Disabled Access Parking
4
500
2000
2,000
Police Staff Parking
0
350
0
0
Limited, Use City
parking above City
Hall
Unassigned Vehicle
0
200
0
0
Parking
Police Patrol Vehicle
18
400
7200
7,200
18
No Room for on-site
Parking
vehicle growth
Police Unmarked Vehicle
0
350
0
0
0
No Room for on-site
Parking
vehicle growth
Trash Cans at Official
4
9
36
36
Vehicle Parking Area
B — Public Safety Center Program 111-30
SPACE NEEDS OUTLINE
II -31 1 B — Public Safety Center Program
2015
2040
Space
Type
No. of
Units
Area
per
Unit
Net
Square
Footage
No. of
Staff
Net
Square
Footage
No.
of
Staff
Exterior Spaces - Some
parking level, Some at
street level - Continued
Site Development
Landscaped Areas
1
0
-
0
Site Dependent
Outdoor Plazas
1
0
0
0
Flagpole
1
50
50
50
Staff Courtyards
1
400
400
400
Near lunch room
Patrol Ingress and Egress
Points
2
600
1200
1,200
Minimum of 2
Entries
Public Entry
1
200
200
200
Staff Entry
1
200
200
200
Patrol Entry
1
200
200
200
Trash Dumpsters
General Trash
1
200
200
200
On -Site Fueling
Above Grade fueling system
1
200
200
200
Dispensing Area
1
400
400
400
Emergency Power
Emergency Generator
1
200
200
200
for24-hours min.,
72 hours is ideal
Fuel Tank
0
400
0
0
Skid mounted tank
Exterior Spaces TOTAL
13,386
13,386
Ancillary Support -
Parking Level
4th Street?
Emergency Supply Storage
Room
1
600
600
600
Conditioned room,
secure from vermin.
Emergency slights,
kits, food, water,
soups, coffee, (Phone
Kits, Riot shields,
extra gas masks, first
aid supplies.
II -31 1 B — Public Safety Center Program
SPACE NEEDS OUTLINE
B — Public Safety Center Program 111-32
2015
2040
Space
No. of
Area
Net
No. of
Net
No.
Type
Units
per
Square
Staff
Square
of
Unit
Footage
Footage
Staff
Ancillary Support -
Parking Level - Continued
Field Training Records
1
200
200
200
Conditioned room,
secure from vermin.
Limited Access
Marine Equipment Storage
1
100
100
100
Parts and accessories
Training Equipment
1
200
200
200
Training dummy,
Storage Room
mats, training
materials, easels,
tables and chairs,
Phase Training Equip-
ment,
Fleet Maintenance Storage
Miscellaneous Storage
4
16
64
64
Tires?
Flares
4
16
64
64
Large Evidence and
1
2000
2000
2,000
Moved from both
Vehicle Storage
DuBois and 4th
street.
Homicide Evidence
1
600
600
600
Moved from DuBois
Storage
and other locations
Records Storage
1
600
600
600
Moved from DuBois
Message Board Trailer
1
200
200
200
Moved from street/
PD parking Lot
Radar Trailer
2
100
200
200
Moved from street/
PD parking Lot
ATV on Trailer
1
200
200
200
Moved from street/
PD parking Lot
Command RV
1
200
200
200
Moved from street/
PD parking Lot
Storage Trailer
1
200
200
200
Moved from street/
PD parking Lot
Humvee
1
200
200
200
Currently at 4th Street
Subtotal
5,628
5,628
Circulation -10%
563
563
Facility Support TOTAL
6,191
6,191
B — Public Safety Center Program 111-32
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
B. PUBLIC SAFETY CENTER PROGRAM
SPACE STANDARDS AND COMPONENT DIAGRAMS
Space standards are developed using the area required for a function adding in the necessary space around the
use for circulation. For instance, in determining the size of a lockeroom, each locker is counted plus the space in
front of the locker to access it. This is a similar approach followed for each standard. Component diagram use
space standards and expand them into room diagrams that graphically illustrate the equipment and furniture
arrangements in each required space and are used to determine the room area requirements. Considerations
include:
• Number of staff to occupy the space at any given time,
• Equipment size and operating clearances,
• Circulation within the space, and
• Furniture layout for efficient space use.
j
1 L�- ltt:�-
SPACE STANDARDS AND COMPONENT DIAGRAMS
B — Public Safety Center Program 1 II -33
Space Standard
Category
Name/Type of Space
Space
Categories
Standard Area
(Sq. Ft.)
Comments/Approx.
Dimensions
Offices
Office 1
0-1
224
14' x 16'
Office 2
0-2
143
11' x 13'
Office 3
0-3
132
11' x 12'
Office 4
0-4
120
12'-0" x 10'-0"
Workstations
Workstation 1
W-1
80
8'-0" x 10'-0"
Workstation 2
W-2
72
8'-0" x 9'-0"
Workstation 3
W-3
48
8'-0" x 6'-0"
Workstation 4
W-4
24
4'-0" x 6'-0"
Conference Rooms
Seating
15-25
Sq. ft. per occupant
Conference 4
C-4
960
60 chairs
Conference 3
C-3
400
20 chairs
Conference 2
C-2
432
12 - 16 chairs
Conference 1
C-1
180
8 chairs
Lecture/Training
Briefing/Training Room
B-1
18
Sq. ft. per occupant
Interview
Hard Interview
1-1
80
For 3 people
Soft Interview
1-2
120
For 4 people
Soft Interview - Small
1-3
100
For 4 people
Multi -Purpose Room
1-4
80
Files and Common
Work Area
Letter Size File Cabinets
F-1
5
Sq. ft. each unit,
1'-3" x 4'-0"
Lateral File Cabinets
F-2
13.5
Sq. ft. each unit,
1'-6" x 4'-0"
Work Area
F-3
40
5'-0" x 8'-0"
Times -2 Legal
F-4
16
Sq. ft. each unit,
4'-0" x 4'-0"
Shelving
2 -Foot Deep Shelving
SH -1
40
2'-0" x 8'-0" + circulation
4 -Foot Deep Shelving
SH -2
56
4'-0" x 8'-0" + circulation
High-density shelving
SH -3
0.16
1 s.f. per 6.4 I.f.. of storage
Bookshelf
SH -4
12
1'-0" x 4'-0" + circulation
Computer Rack
SH -5
36
4'-0" x 3'-0" + circulation
Electronic Equipment Rack
SH -6
14
1'-7" x 3'-0" + circulation
Closets/Storage
Private Coat Closet
CL -1
8
2'-0" x 4'-0"
B — Public Safety Center Program 1 II -33
SPACE STANDARDS AND COMPONENT DIAGRAMS
Space Standard
Category
Name/Type of Space
Space
Categories
Standard Area
(Sq. Ft.)
Comments/Approx.
Dimensions
Unit Coat Closet
CL -2
2
2 sq. ft. per occupant,
2'-0" x 1'-0"
Closed Storage Area
CL -3
40
Sq. ft.
Closet/Storage -
Continued
Open Storage Area
CL -4
40
Sq. ft.
Closed Storage Area
CL -5
60
Sq. ft.
Lockers
Officer Lockers
L-1
12
Sq. ft. each unit,
2'x 2'x 6'
Staff Lockers
L-2
5.5
Sq. ft. each unit,
1'-0" x 2'-0" x 6'-0"
Day Lockers
L-3
2.75
Sq. ft. each unit,
V-0" x 2'-0" x 3'-0"
Duty Bag Bins
1-3
3
Sleeping Area
L-4
60
Janitor/Toilet/
Shower
Janitor's Closet
J-1
50
Sq. ft. 6'-0" x 8'-0"
Toilet 1
T-1
200
Sq. ft. - 4 stalls
Toilet 2
T-2
150
Sq. ft. 3 stalls
Toilet 3
T-3
125
Sq. ft. 2 stalls
Toilet 4
T-4
64
Sq, ft. single occupancy
Shower
T-5
80
Includes dressing area
Seating
Seating in Waiting Areas
S-1
15
Seating in Staff Lounges
S-2
15
Lunch Room/
Support
Vending Machines
V-1
15
Kitchenette
K-1
40
Staff Pantry
P-1
20
II -34 1 B - Public Safety Center Program
• COMBINED PD/FD - PUBLIC SAFETY CENTER
FIRE STATION No. 51
FIRE ADMINISTARTION
BOOKSHELF
WARDROBE
CLOSET
STORAGE (PLANS)
SHELVING ABOVE
STORAGE
(FILES)
PLAN LAYOUT
DESK
SPACE STANDARDS AND COMPONENT DIAGRAMS
I
F
FIRE CHIEF OFFICE (224 S.F.)
SCALE:
J F
rL� \ ,�
!LF
L J O
I
� I
DEPUTY FIRE MARSHAL If 120 S.F.'
SCALE: 1/8"=V-0"
SHELVING
ABOVE
B — Public Safety Center Program 1 II -35
SPACE STANDARDS AND COMPONENT DIAGRAMS
• COMBINED PD/FD - PUBLIC SAFETY CENTER
FIRE STATION No. 51
FIRE ADMINISTARTION
SHELVING
ABOVE
'TIMES TWO"
7 TIER FILE SYSTEM
11-36 1 B - Public Safety Center Program
FIRE ADMINISTRATOR (120 S.F.)
MANAGEMENT ANALYST (120 S.F.)
SCALE: 1/8"=V-0"
10'-0"
♦ IIS �-____�
�I 1,
I�+J
4 II I
Eo �I I
II
II�
I
EMS COORDINATOR (80 S.F.)
SCALE: 1/8"=V-0"
SHELVING ABOVE
SUPPLY STORAGE
COMBINED PD/FD - PUBLIC SAFETY CENTER
FIRE STATION No. 51
FIRE ADMINISTARTION
I
SPACE STANDARDS AND COMPONENT DIAGRAMS
9'-0"
� f
MEDICAL DIRECTOR (72 S.F.
NURSE EDUCATOR (72 S.F.)
SCALE: 1/8"=V-0"
,r r
SHELVING ABOVE
SUPPLY STORAGE
rT --__--_____�
I I
II
'TIMES TWO"
jl
7 TIER FILE SYSTEM
QIT-1
SIL
O. II
II �O�
II
SHELVING ABOVE,
TYP.
II
I
VIEW TO LOBBY/
RECEPTION COUNTER
ADMINISTRATIVE OPEN WORK AREA - 2 (144 S.F.
SCALE: 1/8"=V-0"
B — Public Safety Center Program 111-37
SPACE STANDARDS AND COMPONENT DIAGRAMS
• COMBINED PD/FD - PUBLIC SAFETY CENTER
FIRE STATION No. 51
FIRE ADMINISTARTION
;ini
s
� I
� I
+ .I
I
Go
I
I � I
I I
\ — I
SHELVING ABOVE,
TYP.
'TIMES TWO"
7 TIER FILE SYSTEM
EMS OPEN WORK AREA - 3 (216 S.F.)
SCALE: 1/8"=T'-0"
SHELVING ABOVE
PLAN LAYOUT DESK
STORAGE (INACTIVE
FILES & PLANS)
II -38 1 B— Public Safety Center Program
HIM
L,J I
I _ I
lIi o
I ao
I II
I �
II tI
FIRE PREVENTION OPEN WORK AREA
FIRE INSPECTOR II - 2 (160 S.F.)
SCALE: 1/8"=1' 0"
SPACE STANDARDS AND COMPONENT DIAGRAMS
• COMBINED PD/FD - PUBLIC SAFETY CENTER
FIRE STATION No. 51
FIRE ADMINISTARTION
V-0"
SHELVING ABOVE
VEGETATION MANAGEMENT SPECIALIST (72 S.F.)
ENVIRONMENTAL MANAGEMENT COORDINATOR (72 S.F.)
FUTURE PUBLIC EDUCATION SPECIALIST OFFICE/STORAGE (72 S.F.)
SCALE: 1/8"=V-0"
0
10'-0"
GENERAL STORAGE (60 S.F.)
SCALE: 1/8"=l' -O"
FULL HEIGHT
SHELVING
MEDICAL SUPPLY
STORAGE
B — Public Safety Center Program 111-39
SPACE STANDARDS AND COMPONENT DIAGRAMS
• COMBINED PD/FD - PUBLIC SAFETY CENTER
FIRE STATION No. 51
FIRE ADMINISTARTION
0
�o
10' a,
FULL HEIGHT
SHELVING
MEDICAL SUPPLY
STORAGE
FIRE GENERAL STORAGE - SUPPLY (60 S.F
SCALE: 1/8"=V-0"
TO OPEN
WORK AREA A
II -40 1 B — Public Safety Center Program
170"
(4) 'TIMES TWO"
7 TIER FILE SYSTEM
(4) LATERAL FILE
CABINETS (LOCKING)
FIRE ADMIN FILE STORAGE (112 S.F.)
SCALE: 1/8"=I'-0"
COMBINED PD/FD - PUBLIC SAFETY CENTER
FIRE STATION No. 51
FIRE ADMINISTARTION
0
(V
10'-0°
SPACE STANDARDS AND COMPONENT DIAGRAMS
MAILBOXES
OFFICE SUPPLY/
FORMS BASE & UPPER
STORAGE CABINETS
FULL HEIGHT
SHELVING
lain
PLOTTER 01 it
ADMIN WORKROOM/STORAGE (120 S.F.)
SCALE: 1/8"=1'-0"
B — Public Safety Center Program 111-41
SPACE STANDARDS AND COMPONENT DIAGRAMS
• COMBINED PD/FD - PUBLIC SAFETY CENTER
FIRE STATION No. 51
EMERGENCY OPERATIONS CENTER
30'-0"
TO PROJECTION
LARGE a SCREEN
CONF. MARKER BOARD
7 \
TO
TASK FORC
I CONF.
4t =1rr1= --4F- =w-- =hd-- F=�rrF
N
TRAINING ROOM
PARTITION\V , A vFA--/-/ T-----T-----T----- 1
WALL of - hsr�=filrf-�rrr �rrf
TO
EQUIPMENT r ------F T -----T------1
STORAGE'-��={_�
1
MAPS
v
CAD MONITORS TV MONITORS
MAIN RESPONSE ROOM/TRAINING CLASSROOM (960 S.F.)
WALL MAP (144 S.F.)
SCALE: l/8"=1'0"
II -42 1 13— Public Safety Center Program
SPACE STANDARDS AND COMPONENT DIAGRAMS
• COMBINED PD/FD - PUBLIC SAFETY CENTER
FIRE STATION No. 51
EMERGENCY OPERATIONS CENTER
L
0
N
L
15-0"
®r L_J L—J �N
rL
FIF
G
L J
LF LF1J
L -
STORAGE
(FILES)
SHELVING
ABOVE
CALL TAKER ROOM, HAM RADIO (180 S.F.)
SCALE: 1/8"=1'-0"
1
0
�n
TRAINING PROP
STORAGE
TO EOC/
CLASSROOM
EQUIPMENT STORAGE (195 S.F.
SCALE: 1 /8"=1'-0"
CHAIRS & TABLE
STORAGE AREA
B — Public Safety Center Program 1 II -43
SPACE STANDARDS AND COMPONENT DIAGRAMS
COMBINED PD/FD - PUBLIC SAFETY CENTER
FIRE STATION No. 51
EMERGENCY OPERATIONS CENTER
C?
N
SHELVING
ABOVE
EOC COORDINATOR OFFICE 120 S.F.
SCALE: 1/9'=V-0"
11-44 1 B — Public Safety Center Program
SPACE STANDARDS AND COMPONENT D'AGRAMS
• COMBINED PD/FD - PUBLIC SAFETY CENTER
FIRE STATION No. 51
STATION - APPARATUS BAY/APPARATUS BAY SUPPORT
14'x14' SECTIONAL
FOUR FOLD APPARATUS
BAY DOORS, TYP.
0
b
N
FRONT o
APRON a \
0
b
CV
RESERVE 10'x31 -----___--
I I
L TRENCH DRAIN, TYP._ J
rCROSS STAFF 10'x31'
50'-0"
APPARATUS BAY (2,000 S.F.)
SCALE: 1/16"=1'-0"
30'-0"
\
LBC VEF�ICLE
p00
L__
APPARATUS BAY - BC VEHICLE (540 S.F.
SCALE: 1/16"=V-0"
r
B— Public Safety Center Program ; II -45
SPACE STANDARDS AND COMPONENI DIAGRAMS
• COMBINED PD/FD - PUBLIC SAFETY CENTER
FIRE STATION No. 51
STATION - APPARATUS BAY/APPARATUS BAY SUPPORT
0
8'-0"
r f
BACKBOARD WASH DOWN AREA
COUNTER
DRYING RACK ABOVE
S.S. CLEAN UP SINK w/ DRAIN
BOARD, HANDS FREE &
EMERGENCY EYE WASH
ABOVE SINK
MEDICAL CLEAN UP (80 S.F.
SCALE: 1/8"=V-0"
14" DEEP FULL HT. STORAGE
0
MEDICAL SUPPLY STORAGE (40 S.F.)
SCALE: 1/8"=1`-0"
II -46 1 B — Public Safety Center Program
SPACE STANDARDS AND COMPONENT DIAGRAMS
• COMBINED PD/FD - PUBLIC SAFETY CENTER
FIRE STATION No. 51
STATION - APPARATUS BAY/APPARATUS BAY SUPPORT
MOBILE HOSE
STORAGE RACK
0
16'-0"
i
TURNOUT GEAR ROOM (144 S.F.
SCALE: 1/8"=1'0"
30' 0"
STORAGE CABINET
(1624"Wx24"D
TURNOUT LOCKERS, TYP.
HEAVY DUTY SHELVING
ABOVE, TYP.
J
PEG BOARD
IEll LTJLr__J
\JVD
FREE STANDING SINK TOOL VISE WORK SPACE w/ AIR
SOLVENTTANK CHEST QUICK DISCONNECTS
WORKSHOP ALCOVE (90 S.F.
SCALE: 1/8"=1'-0"
B — Public Safety Center Program i II -47
SPACE STANDARDS AND COMPONENT DIAGRAMS
• COMBINED PD/FD - PUBLIC SAFETY CENTER
FIRE STATION No. 51
STATION - APPARATUS BAY/APPARATUS BAY SUPPORT
L
0
ao
11-48 1 B — Public Safety Center Program
s-0"
MOP SINK
MOP RACK
0
o STORAGE SHELF
JANITOR CLOSET (50 S.F.)
SCALE: 1/8"=V-0"
"-0"
10"-0'"
FULL HEIGHT
STORAGE
SPECIAL PROJECT ROOM (80 S.F.)
SCALE: 1/8"=V-0"
SPACE STANDARDS AND COMPONENT DIAGRAMS
• COMBINED PD/FD - PUBLIC SAFETY CENTER
FIRE STATION No. 51
STATION - FIREFIGHTER OFFICES
TO STATION'S
OFFICE
4
TO ACCESSIBLE
UNISEX a r ------
RESTROOM o�
I
I
iF� �r-�F X11
12'-0'•
f /
0
TO EXTERIOR
STATION NIGHT LOBBY (84 S.F.)
SCALE: 11/8"=V-0"
8' 0"
bbo
r \
• I
r
TO STATION
PUBLIC LOBBY
+32" HIGH COUNTER
+42" HIGH COUNTER
FS13 - STATION PUBLIC RESTROOM - UNISEX (64 S.F.)
SCALE: 1/8"=V-0"
B - Public Safety Center Program II -49
SPACE STANDARDS AND COMPONENT DIAGRAMS
• COMBINED PD/FD - PUBLIC SAFETY CENTER
FIRE STATION No. 51
STATION - FIREFIGHTER OFFICES
12'-0"
FA
PRINTER/FAX/
COPIER
SHELVING
ABOVE
II -SO 1 B — Public Safety Center Program
r
UPPER
STORAGE
PRINTER/FAX/
COPIER
TRAINING
MONITOR
RECEPTION
COUNTER (42" HIGH)
RECEPTION
COUNTER (36" HIGH)
i
_fJ--�o�.---—
TO LIVING
LF
QUARTERS
Q
._
�
I
F
A�
F
FL
I
LF
I
I
TO STATION
PUBI IC LOBBY
STATION OFFICE
(120 S.F.)
SCAiE:3/16'=1' O"
PRINTER/FAX/
COPIER
SHELVING
ABOVE
II -SO 1 B — Public Safety Center Program
r
UPPER
STORAGE
PRINTER/FAX/
COPIER
TRAINING
MONITOR
RECEPTION
COUNTER (42" HIGH)
RECEPTION
COUNTER (36" HIGH)
BATTALION CHIEF OFFICE (240 S.F.)
SCALE: 118"=V-0"
i
I
�
I
F
FL
I
LF
I
I
BATTALION CHIEF OFFICE (240 S.F.)
SCALE: 118"=V-0"
• COMBINED PD/FD - PUBLIC SAFETY CENTER
FIRE STATION No. 51
STATION - FIREFIGHTER QUARTERS
(2) SHIFT
PANTRIES
0
ih
SPACE STANDARDS AND COMPONENT DIAGRAMS
0
TO DINING AREA
KITCHEN (143 S.F.)
SCALE: 1/8"=V-0"
12'-0"
DINING AREA (180 S.F.)
SCALE: 1 /8"=1' 0"
RANGE w/ GRILL HOOD
BASE & UPPER
CABINET STORAGE
B — Public Safety Center Program ! II -51
SPACE STANDARDS AND COMPONENT DIAGRAMS
• COMBINED PD/FD - PUBLIC SAFETY CENTER
FIRE STATION No. 51
STATION - FIREFIGHTER QUARTERS
r ,r
ti
(6) RECLINER
L
IL -L �'
CHAIRS, TYP.
;a
ENTERTAINMENT
CENTER
►0
II -52 1 B - Public Safety Center Program
DAYROOM (224 S.F.)
SCALE: 1 /8"=l' O"
12'-0"
f i
UTILITY SINK
LAUNDRY ROOM (120 S.F.)
SCALE: 1/9'=V-0"
MOP HOOKS
FULL HEIGHT
STORAGE CABINET
FOLDING COUNTER
w/ STORAGE CABINET
• COMBINED PD/FD - PUBLIC SAFETY CENTER
FIRE STATION No. 51
STATION - FIREFIGHTER QUARTERS
\
4
iV
SPACE STANDARDS AND COMPONENT DIAGRAMS
(4) LOCKERS
(3) DRAWERS
UNDER BED
FIREFIGHTER BEDROOM - 4 (528 S.F.)
SCALE: 1/8"=V-0"
8'-0"
30" 36"
MIN. MIN.
FIREFIGHTER BATHROOM, ACCESSIBLE (80 S.F.)
SCALE: 1/8"=1'-a'
B - Public Safety Center Program 1 II -53
SPACE STANDARDS AND COMPONENT DIAGRAMS
• COMBINED PD/FD - PUBLIC SAFETY CENTER
FIRE STATION No. 51
STATION - FIREFIGHTER QUARTERS
i
4
v
co
/ 3-6" /
FIREFIGHTER BATHROOM (80 S.F.)
SCALE: 1/8"=V-0"
8'-0" 12'-0"
BC QUARTERS (132 S.F.)
BC BATHROOM, ACCESSSIBLE (80 S.F.)
SCALE: 1/8"=V-0"
II -54 1 B -- Public Safety Center Program
(4) I.00KERS
O
(3) DRAWERS
UNDER BED
\
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
19
B. PUBLIC SAFETY CENTER PROGRAM
OVERALL PROJECT BUDGET
This section identifies an overall project budget based on the following items:
• Building and Site Construction Costs w/ Equipment and Furnishings,
• Design and other Related Fees,
• Administrative, Permit, Bidding Costs, and
• Project Contingencies.
OVERALL PROJECT BUDGET
B — Public Safety Center Program 1 II -55
A. Construction with Contingencies and Escalation
QUANT
UNIT
Cost per Unit
Total
Notes
Public Safety Center
Replacement PSC
44,666
LS
$500
$22,332,819
Cost per square foot budget
Retaining walls, utility,
Grading and Drainage,
On -Site Improvements (Fifth
parking, fences and gates,
Street)
40,000
SF
$50
$2,000,000
landscaping.
Demolition of 4 existing
Haz Mat Demo/Bldg. Demo
10,000
SF
$15
$150,000
buildings
Off -Site Improvements
1
LS
$250,000
$250,000
Allowance
FD to relocated during
Temporary Facilities
1
LS
$500,000
$500,000
construction
Contractor Provided
Specialty Equipment
5%
%
$25,232,819
$1,261,641
Equipment
Construction Subtotal:
$26,494,460
Project Design Unknowns
15%
%
$26,494,460
$3,974,169
Allowance
Construction with Design
Unknowns Subtotal:
$30,468,629
Project Allowance
Construction Contingency (10%
of Construction)
10%
%
$30,468,629
$3,046,863
Allowance
Construction with Change
Order Contingency Subtotal:
$33,515,492
Project Allowance
Annual rate to midpoint of
Construction = 24 months
Project Escalation (5% per
(14 months design and 20
annum, compounded yearly)
12%
%
$33,515,492
$4,021,859
months construction)
Construction (Building Site, Equipment,
Contingencies, Escalation):
$37,537,350
Construction Cost per SF of Building Area:
$1,112
B. Design and Other Related Fees
QUANT
UNIT
Cost Per Unit
TOTAL
Notes
Design Fees (A, C, L, S, MEP) -
/E fees including
BASIC ON-SITE
10%
%
$37,537,350
$3,753,735
entitlements
B — Public Safety Center Program 1 II -55
OVERALL PROJECT BUDGET
B. Design and Other Related Fees - Continued
QUANT
UNIT
Cost Per Unit
TOTAL
Notes
Off-site/Street Improvement
Drawings
15%
%
$250,000
$37,500
design for off site
improvements
Cost Estimating
1
LS
$35,000
$35,000
Estimate for each phase of
development
Boundary and Topographic
Surveys
1
LS
$25,000
$25,000
Includes recording map
Erosion Control Plan
1
LS
$7,500
$7,500
Per Bldg. Department
Requirements
Waterproofing Consultant
1
LS
$30,000
$30,000
Consultant to City
Lighting Designer
1
LS
$30,000
$30,000
Optional
Head In Data, Phone, Response,
Security, AV Consultant
1
LS
$75,000
$75,000
Consultant to City or Arch.
LEED Documentation
1
LS
$100,000
$100,000
Energy Modeling, LEED
submittal and Tracking
Construction Management (5%
of construction value)
5%
%
$37,537,350
$1,876,868
Day to day management
during construction
Geotechnical Investigation
1
LS
$30,000
$30,000
Includes geohazards report
Haz Mat Study (Ground and (E)
buildings)
1
LS
$30,000
$30,000
Study only
Environmental (CEQA)
Documentation
1
LS
$50,000
$50,000
Assume Neg Dec.
Commissioning
1
LS
$50,000
$50,000
As Required for LEED Gold
Continuous Inspection, Testing
During Construction
1
LS
$150,000
$150,000
Allowance
Subtotal Design Fees:
$6,280,603
Fee Contingency (5% of total
Fees)
5%
%
$6,280,603
$314,030
Allowance
Reimbursables (5% of total
Fees)
5%
%
$6,280,603
$314,030
Project Allowance
Total Design and Other Related Fees:
$6,908,663
C. Administrative, Permit and Bidding Costs
QUANT
UNIT
Cost Per Unit
Total
Notes
Administration Costs
-
LS
$0
$0
Assume none charged to
project
II -56 1 B — Public Safety Center Program
OVERALL PROJECT BUDGET
C. Administrative, Permit and Bidding Costs - Continued
QUANT
UNIT
Cost Per Unit
TOTAL
Notes
Legal Fees
1
LS
$60,000
$60,000
Allowance
Building Permit Costs
1%
%
$37,537,350
$375,374
Per Building Department
Plan Check Fees
0.5%
%
$37,537,350
$187,687
Per Building Department
SWPP Fees (State Board
Compliance)
1
LS
$5,000
$5,000
Allowance
Planning/Environmental
Review Fees
1
LS
$40,000
$40,000
Allowance
Temporary Storage Costs
-
LS
$25,000
$0
Assume none required
Public Art
1
LS
$50,000
$50,000
Allowance
Specialty Equipment
3%
%
$24,332,819
$729,985
Allowance for Owner pro -
vided Equipment
Furnishings
5%
%
$22,332,819
$1,116,641
Allowance
Bidding/Printing (noticing,
blueprints, etc.)
1
LS
$10,000
$10,000
Allowance
Moving Costs (one move)
1
LS
$15,000
$15,000
Allowance
Utility Fees - (PG&E, sewer,
water, telecom, other)
1
LS
$250,000
$250,000
Allowance
Subtotal Administrative Costs:
$2,839,686
Administrative Cost
Contingency (5% of total Fees)
5%
%
$2,839,686
$141,984
Allowance
Total Administrative, Property, and Bidding Costs:
$2,981,670
Division Totals:
Total
Notes
A. Construction with Contingencies and Escalation
$37,537,350
B. Design and Other Related Fees
$6,908,663
C. Administrative, Permit and Bidding Costs
$2,981,670
Overall Project Budget:
$47,427,683
Project Cost Per SF : $40,405,249/41,840 SF=
$1,405
Exclusions:
1. Program Level Bond Management Fees
B — Public Safety Center Program II -57
141111ege];W_L 41
ESSENTIAL FACILITIES STRATEGIC PLAN
B. PUBLIC SAFETY CENTER PROGRAM
SITE ARRANGEMENT DIAGRAMS
These studies graphically illustrate the initial arrangement concepts developed through discussion with the
Project Design Team. Considerations in each scheme include:
• Circulation to and from site,
• Visitor parking and pedestrian access,
• Site operations adjacencies and activities, and
• City of San Rafael planning ordinances
1332UT 7
INNS 0
i
a - F
(( fI J
' 3] W
W
E J
Z
u
WLU
u�
dl H U
Z
DRAFT 7/20/15 CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
EXISTING FACILITY ASSESSMENTS
FIRE STATION 51 — 1039 C STREET
Fire Station 51 is located at the corner of C Street and 5`h Avenue in downtown San Rafael and serves the
downtown and western portions of the City. Fire Station 51 was originally built in 1917, and as the oldest fire
station in San Rafael has been upgraded several times, most recently in 1986 to its current size of 9,411 square
feet. Fire Station 51 is a two-story facility that was initially designed before the Uniform Building Code. Beyond
seismic and building system obsolescence, renovation of the structure would be significantly hampered by the fact
that the first floor has many levels and the second story is without code required exiting or accessibility elements.
The station serves as the headquarters and administration for SRFD. The administrative offices, originally built to
accommodate a smaller number of employees, are overcrowded and do not fulfill the needs of the department.
The Fire Prevention Bureau and clerical staff squeeze into cubicles designed for half as many personnel and these
functions occur on two different levels within the same space without accessible ramps or lifts. The conference
room doubles as records storage, and is lined with file cabinets. Members of the public who visit the offices find
that there is little space available for activities such as plan checks.
Due to the station's construction date many aspects of the building are not code compliant and would require
updating that would render the station unusable from a spatial standpoint. As noted above, Fire Station 51 is built
on a sloping site and has many stair transitions throughout the building interior. Meeting accessibility
requirements with transitions between the three levels would utilize a significant amount of floor space rendering
the station mostly unusable for fire suppression and protection services. Additionally, the second floor does not
have a code compliant stair or a code compliant second exit for the second floor. The facility is not served by an
elevator which would be required in any renovation. Adding two stairs and an elevator would take up more
necessary operational area. There is not space on the site to add either and maintain current operations. In
addition, the station lacks insulation and has single glazed windows. The outdated electrical and plumbing systems,
poor air conditioning system, and inefficient single glazed windows result ineffective work environments, potential
safety hazards and costly maintenance and repairs.
In addition to obsolete seismic and building systems, the fire station layout lacks spaces necessary to support a
modern work force. Spaces lacking but required for firefighter safety include dedicate turnout storage, medical
clean up and medical supply storage, and a dedicated fitness room. The station also lack privacy necessary to
support a diverse workforce including private sleeping and bathing facilities for female firefighters.
At 98 -years -old, this station is beyond modernization and is at the end of its life -cycle.
Primary deficiencies include:
Even with renovation in the 1980s, the station remains seismically unsafe and has failing structural systems.
The Essential Services Building Act, enacted in 1990, outlines that "It is the intent of the Legislature that
C Ex:sting Facility Assessments 111-61
0CITY OF SAN RAFAEL DRAFT 7/20/15
_,, ESSENTIAL FACILITIES STRATEGIC PLAN
til bllt,
.rf •Ia14n
essential service buildings, which shall be capable of providing essential services to the public after a disaster,
shall be designed and constructed to minimize fire hazards and to resist, insofar as practical, the forces
generated by earthquakes, gravity, and winds." This facility was assessed in 2003 and then again through this
study. Both assessments concluded.that, structurally, Fire
Station 51 has significant dry rot damage, differential
settlement of perimeter walls, water damage, and seismic
cracking. Repairing these deficiencies while updating the
facility to meet current seismic code would be cost prohibitive
compared to providing a new facility.
Fire Station 51, as currently exists, is built on a sloping site and t
has many stair transitions throughout the building interior.
Meeting accessibility requirements with transitions between
the three levels would utilize a significant amount of floor
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space rendering the station mostly unusable for fire{
suppression and prevention services.
The second floor does not have a code compliant stair or a
code compliant second exit for the second floor. There is not
space on the site to add either and maintain current
operations.
Fire Station 51 does not have an elevator which would be required in any significant upgrade and there is no
site area to provide one.
The current apparatus bays openings are not large enough to accommodate a fire truck. A fire truck at this
location will provide a key response improvement in the downtown response area and in the proposed Public
Safety Facility program.
The fire station layout lacks basic operational spaces required to accommodate todays firefighting operations
and a modern workforce.
The existing plumbing systems in the building are mostly original and are nearing the end of their service life.
The existing fixtures are outdated and are not water -conserving fixtures.
The mechanical systems in both the fire station and the administrative areas are greater than 15 years old, are
not energy efficient and have outlived their average service life and would require complete replacement.
The building is not supported by a fire alarm system nor is it protected by fire sprinklers. These would need to
be added.
The communications room is installed under a significant plumbing route and there have been ongoing issues
with plumbing line leaking on to sensitive data equipment. It would need to be relocated.
11-62 1 C— Existing Facility Assessments
DRAFT 7/20/15 CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN Ate°
Supporting Documents including a detail seismic analysis, mechanical, electrical and plumbing assessments follow
in the attached appendix.
San Rafael Strategic Plan Tier 1- Fire Station No. 51
Structural Review and Conditional Assessment
Prepared by Cornerstone Structural Engineering Group
Dated: June 23, 2015
Basis of Design Narrative - Fire Station 51
City of San Rafael - Essential Facilities Strategic Plan
MEP Review and Conditional Assessment
Prepared by Interface Engineering
Dated: June 22, 2015
CITY HALL — 1400 5T" AVENUE
City Hall is a 26,500 -square -foot structure that was originally constructed in 1965. The building was originally
designed using the 1964 Uniform Building Code. The facility consists of the main building which is occupied by the
city offices and police station and the council chambers building that is constructed to the west of the main
building. The main building and council chambers are connected at the second floor level of the main building by a
1,100 -square -foot lobby. The design of this facility is shown on the architectural drawings prepared by San Rafael
Architects Associated and the structural drawings prepared by Engle and Engle, Civil and Structural Engineers. The
drawings are dated April 19, 1965. The building is of mixed concrete and reinforced masonry construction.
The building, when studied in 2003, was found to be in "fair" condition seismically and is "likely to survive a major
earthquake with moderate damage". The most recent renovation was to the first floor police area primarily to
install an energy efficient HVAC system. It was also intended to improve the safety of the lobby and create new
locker spacing for both male and female officers and staff. In addition to the newer locker and restrooms the
space includes a group of private and open office spaces, meeting rooms and storage. Modular trailers and
storage units have been added in the parking lot to support the police operations.
As a part of this Essential Facilities Strategic Plan process one option included an evaluation of upgrading the City
Hall building and adding an annex in the east parking lot area to accommodate the Police Department
programmed needs. It was determine that the entire City Hall building would require a seismic upgrade and new
fire sprinklers to house the SRPD in just a small portion of it. The added cost to the Measure E program to upgrade
City Hall to meet only a portion of the Police Department need did not make sense. It was reaffirmed that the
Measure E funds were dedicated to providing seismic safe essential facilities and the cost to update City Hall was
not necessarily part of that mandate. Also, the cost to upgrade the entire City Hall and add an approximately
25,000 -square -foot annex was significantly more than it would cost to build a new police station across the street
and this option was consequently eliminate. The first floor area of City Hall will become available to other City
functions once the new Public Safety Center is completed. However, the new users have not yet been identified
and the scope of needed adjustments has not been defined. The budget range is a placeholder until additional
programming takes place.
C - Existing Facility Assessments II -63
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
APPENDIX
San Rafael Strategic Plan Tier 1- Fire Station No. 51
Structural Review and Conditional Assessment
Prepared by Cornerstone Structural Engineering Group
Dated: June 23, 2015
Basis of Design Narrative - Fire Station 51
City of San Rafael - Essential Facilities Strategic Plan
MEP Review and Conditional Assessment
Prepared by Interface Engineering
Dated: June 22, 2015
CORNERSTONE
Structural
OW = engineering
group
San Rafael Strategic Plan Tier 1 - Fire Station No. 51
City of San Rafael
San Francisco, CA
Structural Review and Conditional Assessment FINAL DRAFT
June 23, 2015
Structural Engineering Construction Services Engineering Solutions • Project Management
40 Federal Street tel (415) 369-9100
San Francisco, CA 94107 fax (415) 369-910'
CORNERSTONE
structural
IMP' M engineering
group
Mary McGrath Architects
505 17th Street, 2nd Floor
Oakland, CA 94612
Attention: Mary McGrath
Subject: San Rafael Strategic Plan - Fire Station No. 51
Tier 1 Structural Assessment of Public Safety Facilities
San Rafael, CA
Dear Mary
www.cseg.com
June 23, 2015
2015014.11
Cornerstone Structural Engineering Group would like to present this initial structural assessment
report for the subject project. In accordance with our proposal, we have performed a structural
review and seismic risk assessment for the existing Fire Station Building No. 51 in San Rafael. This
report contains the evaluations of the two-story cast -in-place concrete and wood frame
building with shear walls originally constructed in approximately 1915.
We completed a site visit in March 2015, and have reviewed the available structural plans. This
review includes a Tier 1 ASCE 31 seismic evaluation for Immediate Occupancy in addition to a
conditional assessment of the buildings. The Tier 1 assessment includes a general review of the
vertical and lateral systems of the structures.
The following report describes the findings of our structural review and seismic risk assessment for
the buildings. We have included information on the performance of the buildings in a code -
level earthquake.
Sincerely,
C RNERSTONE STRUCTURAL
IN INEERI G G C.
Thomas L. Swayze, S.E.
Principal
40 Federal Street tel (4151 369-9100
San Francisco, CA 94107 fax (415) 369-9101
CORNERSTONE
structural engineering group
TABLE OF CONTENTS
PART1: INTRODUCTION...............................................................................................................................2
PART 2: SEISMIC PERFORMANCE EVALUATION.........................................................................................2
2.1 Methodology........................................................................................................................................2
2.2 Performance Level..............................................................................................................................3
2.3 Seismic Source......................................................................................................................................3
2.4 Liquefaction, Landslide, and other Geologic Hazard..................................................................3
PART 3: STRUCTURAL EVALUATION.............................................................................................................4
3.1 Evaluation.............................................................................................................................................4
3.2 Documentation....................................................................................................................................4
3.3 Vertical Load Systems.........................................................................................................................5
3.4 Lateral Load System............................................................................................................................5
3.5 Conditional Review.............................................................................................................................5
3.6 Seismic Evaluation Findings...............................................................................................................6
PART 4: CONCLUSION AND RECOMMENDATIONS................................................................................... 6
4.1 Expected Performance......................................................................................................................6
4.2 General Recommendation for Conditional Issues........................................................................7
4.3 Seismic Recommendations...............................................................................................................7
PART 5: APPENDIX - PHOTOS......................................................................................................................8
San Rafael Facilities Master Plan- Structural Assessment r AM
CORNERSTONE
structural engineering group
PART 1: INTRODUCTION
The following represents a general structural conditional and seismic assessment of the existing
Fire Station No. 51 located in San Rafael, California. Fire station 51 is a two story concrete and
wood framed structure on a sloping site in downtown San Rafael. There are two apparatus bays
within the station and one additional bay exiting to 5th Avenue that was added at the rear of
the station in 1986. The original construction is from approximately 1915.
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Figure 1: Station 51
A site visit was performed on March 20, 2015 to observe the existing structural conditions of the
fire station building.
The report conclusions are limited by the availability of as -built construction documents and by
the level of access possible for the observation of the building. This report describes the findings
of our structural review, and provides recommendations for seismic upgrade and conditional
structural repairs as applicable.
PART 2: SEISMIC PERFORMANCE EVALUATION
2.1 Methodology
The potential damage to a structure in an earthquake can be evaluated provided that,
(1) seismic hazards which affect the structure and site can be estimated and, (2) the
vulnerability of the structure to those hazards are known or can be estimated.
Seismicity of the fire stations was determined using the United States Geologic Survey
(USGS) web based Seismic Hazard Curves, Response Parameters and Design Parameters
program. Seismic short period Ss and one second Si response acceleration parameters
were obtained using latitude and longitude coordinates of the fire station location.
Seismic evaluations of the buildings were conducted using the ASCE 31-03 — Seismic
Evaluation of Existing Buildings. The ASCE 31 provides a three -tiered process for seismic
evaluation of existing buildings based on building type and the level of seismicity for the
building location. The Tier 1 study is an initial checklist evaluation of structural, non-
structural and foundation/geologic hazard elements of a building and site conditions
that is intended to screen for potential seismic deficiencies. Tiers 2 and 3 studies are
more in-depth analysis procedures for a building or component that is identified by the
Tier 1 screening process as structurally deficient.
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This assessment of the fire station building utilizes the Tier 1 screening procedure to
identify deficiencies as possible with the information available.
2.2 Performance Level
ASCE 31 evaluation of a building can be performed for either Life Safety (LS) or
Immediate Occupancy (10) performance level.
ASCE 31 generalizes the two performance levels as follows:
• LS Performance Level: At least some margin against either partial or total
collapse remains, and that the overall risk of life-threatening injury as a result of
structural damage is expected to be low.
• 10 Performance Level: After an earthquake, the basic vertical and lateral force -
resisting systems retain nearly all of their pre -earthquake strength, very limited
damage to structural and non-structural components has occurred and that
critical parts of the building are habitable.
The fire station building was evaluated using the Immediate Occupancy (10)
performance level criteria.
2.3 Seismic Source
The general seismicity in the San Francisco Bay Area is influenced by several known
faults, their potential faulting length, and relative orientation. The San Andreas Fault
system, which separates the North American plate from the Pacific plate, is located
approximately 15 km west of the fire stations. Other known, nearest -site faults with
recorded activity, such as the Hayward Fault are listed in Table 1.
Recent earthquakes in Southern and Central California - namely Coalinga, Whittier
Narrows, and Northridge - have occurred along blind -thrust faults. These faults do not
have readily identifiable surface features and are not extensively mapped. The potential
for strong -ground motion to occur due to blind -thrust faulting in Northern California is
somewhat in doubt. However, a moderate to large earthquake centered even closer to
the site cannot be completely ruled out.
Distance (km)
San Andreas Fault
San Gregorio Fault
Hayward Fault
[Type A]
[Type B]
[Type A]
Estimated MCE (Mw)
7.1
7.2
6.4
Station 51
14.6
15.8
13.7
Table 1: Active Near Source Faults
Based on the 2008 USGS mapping, the 475 -year peak ground acceleration (PGA) for the
site is 0.500g. The 475 -year earthquake is the design basis for a standard structure in the
California Building Code (CBC) and is based on a 10 percent probability of exceedance
within a 50 year time frame.
The calculated site specific SDs and SDi response acceleration parameters for the fire
station are 1.0 and 0.60 respectively and use a site soil classification D per USGS Soil Type
and Shaking Hazard in the San Francisco Bay Area Map. Based on SDs and SDI values,
ASCE 31 categorizes the seismicity of the fire station as 'High.'
2.4 Liquefaction, Landslide, and other Geologic Hazard
Currently published California Geological Survey (CGS) liquefaction hazard zone maps
do not include this part of California yet. According to the Association of Bay Area
Governments Earthquake Liquefaction Susceptibility maps, the fire station is located
San Rafael Facilities Master Plan- Structural Assessment
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structural engineering group
within a 'Low' zone for liquefaction, see Figure 5. Liquefaction is the loss of bearing
strength of saturated, cohesionless soils under strong ground motions, which can cause
building settlement by consolidation of soils susceptible to liquefaction. Based on the
hazard maps and a cursory knowledge of the soils in the area, the potential for
liquefaction due to strong ground motions at station 51 is considered to be low.
The building is situated on various kinds of sites within a developed area. The potential
for seismically induced landslide is therefore considered to be minimal. Currently
published CGS maps for landslide vulnerability do not include this area yet.
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Station 51
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Figure 2: Association of Bay Area Governments Earthquake
Liquefaction Susceptibility Map - Very High (Maroon) & Low (Green)
The fire station is not located within a Special Study Zone as defined by the Alquist-Priolo
Earthquake Fault Zoning Act. The potential for surface fault rupture is considered to be
low.
It should be noted that a more thorough explanation of site seismicity, liquefaction and
specific faulting hazards should be provided by a geotechnical engineer. The
conclusions above rely on general USGS & CGS published data for the San Francisco Bay
Area.
PART 3: STRUCTURAL EVALUATION
3.1 Evaluation
An ASCE 31 Tier 1 seismic evaluation of the fire station was performed using the
Immediate Occupancy performance level. The building was evaluated for Basic
Structural (Sec. 3.7), Supplemental Structural (Sec. 3.7S) and Geologic Site Hazard and
Foundation (Sec. 3.8) checklists. This report does not evaluate the buildings for the
Nonstructural (Sec. 3.9) checklist, which is typically performed by an Architect or other
qualified professional.
3.2 Documentation
No original written documentation available for the 1915 construction or subsequent
remodels.
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• Plans from a 1986 modernization are available. Structural Drawings by
Robelo/Kocjan Associates from Redwood City. Sheets FSI -FSS. Drawings dated
March 19, 1986.
The information provided within this report regarding the buildings is based on field
observation and review of available as -built drawings.
3.3 Vertical Load Systems
Note this data is based on previously issued conceptual framing plans from an evaluation
report performed in 2002 and from the 1986 modernization plans.
• The upper roof and second floor framing likely consists of 3/4 inch straight
sheathing over wood framing and wood and steel beams. The original
apparatus bay appears to have cast -in-place concrete wall construction
(possibly with encased structural steel columns and beams) surrounding the
apparatus bay with a concrete slab on grade.
The one story low wing on the north was added after the original construction
and appears to be wood framed with wood framing and straight sheathing. This
section of the building appears to be supported on mostly wood framed
studwalls and likely founded on conventional spread footings. There appear to
be some existing concrete walls in this area from the 1986 drawings. There is a
raised wood framed floor at the ground level
• The apparatus bay at the rear of the station (1986 addition) and the small bay on
the south side of the building appear to have been added after the original
construction. The south wing consists entirely of wood frame construction likely on
conventional spread footings, while the rear bay consists of wood roof framing on
CMU (Concrete Masonry Unit) walls, likely on conventional spread footings
3.4 Lateral Load System
Lateral loads acting on the fire station building result from either wind pressure or
earthquake -induced inertia forces acting on structural and non-structural elements.
Lateral loads acting on the structure are transferred through flexible roof and floor
diaphragms to the primary lateral -force resisting system of the structure. The primary
lateral -force resisting systems consist of the following systems (limited anecdotal
information available):
• Roof and floor diaphragms are likely constructed of straight sheathed
diaphragms spanning to archaic cast -in-place concrete, CMU, or wood shear
walls (undocumented) which transfer lateral loads down to the concrete spread
footings.
3.5 Conditional Review
Based on our review, the fire station building appears to be in general compliance with
the codes and standard construction practices in effect at the time of their construction.
The exterior, interior, and portions of the roof of the fire station were observed during the
site visit on March 20, 2015. Based on our cursory observations, the building appears to
be in overall good condition, except for the following specific conditions as noted (see
Appendix for photos referenced):
• Some evidence differential settlement of the perimeter walls at various additions
and window openings is evident. (See Photos 2 & 3)
• Dry rot damage is evident at apparatus bay door and wooden windows.
Although structural elements are not visible, it is likely that this damage extends to
lower portions of wood stud walls. (See Photos 4 & 5)
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structural engineering group
• Previous water damage is evident from the underside of the first floor. (See Photo
6)
• Seismic cracking is evident in surface plaster at building interior. Anecdotally, this
damage is a result of the recent Napa earthquake. (See Photo 7)
3.6 Seismic Evaluation Findings
Based on the ASCE 31 Tier 1 review, the following items are of significance for the
performance of the building when subjected to strong ground motions during an
earthquake. Note that limited as -built information is available.
Positive Features
• Low rise wood framed structures are relatively lightweight and historically perform
well in seismic events.
Negative Features
• The longitudinal shear walls at the first floor are likely to be overstressed per the
allowable limits within the Tier 1 evaluation.
• Wood shear walls do not appear to have hold-down anchors to the foundation.
• Footing information is not available but it is likely that footings are inadequate for
primary system seismic forces.
• Shear walls do not likely have interconnection between the first and second
stories capable of transferring overturning and shear forces through the floors to
shear walls below.
• There exists a split-level diaphragm between the second floor and the low roof
above the offices and other added areas. This effectively splits the building in
multiple parts and presents vulnerability for separation at this joint where the floor
step occurs.
• There appears to be a lack of roof and floor -to -wall ties for out -of -plane seismic
forces, as well as a lack of cross building ties for concrete perimeter walls at
apparatus bays.
PART 4: CONCLUSION AND RECOMMENDATIONS
4.1 Expected Performance
Findings within this report provide a general structural conditional and seismic assessment
of the existing building of the San Rafael Fire Station No. 51 located at 1039 C. Street in
San Rafael, CA. Our evaluation concludes that the building fails to meet full compliance
for ASCE 31 Tier 1 Immediate Occupancy performance criteria.
The following structural relative performance descriptions are based on our professional
engineering judgment and experience, and are not part of the ASCE 31 Tier 1 checklist.
These descriptions are included to provide a general estimation of seismic performance
of the structure, based on component evaluations provided by the Tier 1 evaluation
procedure. We expect the building to perform as follows:
• The building is anticipated to perform below average in comparison to buildings
of similar construction when subjected to a design level earthquake, due to
overstressed shear walls, discontinuous shear walls, lack of hold downs, and
geometric irregularities.
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4.2 General Recommendation for Conditional Issues
The following recommendations are provided to address issues concerning the condition
of the existing fire station building. While none of these represent immediate life safety
issues; it is recommended that these issues be addressed in the near future to prevent
further deterioration from occurring:
There is evidence of water damage and dry rot at exposed wood elements
around the perimeter of the building. It is likely that sill plates and lower portions
of stud wall framing will be discovered as conditions are exposed. Many areas of
wood framing are covered by architectural finishes and cannot be observed
without destructive investigation. A significant allowance should be maintained
to accommodate moisture damage repairs in kind.
• First floor framing should be exposed, evaluated and replaced in kind as water
staining and damage was noted in both joists and decking elements.
• Seismically damaged elements from the recent Napa earthquake should be
removed and replaced.
4.3 Seismic Recommendations
The following qualitative recommendations are provided to address our opinion of the
potential remediation options for identified seismic deficiencies. These methods are
based on our evaluations described elsewhere in this report and engineering judgment.
While the recommendations listed below do not represent any immediate concerns that
warrant facility closure, they do describe building components that are non-compliant
per the ASCE 31 Tier 1 checklist review for Immediate Occupancy performance or as
identified by conditional or systemic deficiencies. We recommend these repairs and
seismic upgrades are programmed into a future project:
• Add plywood sheathing to roof, second floor, first floor, perimeter wood walls and
designated interior wood walls.
• Add new reinforced concrete (shotcrete) walls over existing concrete walls in
discrete locations in apparatus bay. New footings will be required at new
concrete overlays.
• Provide out -of -plane roof to wall ties to concrete wall elements along with cross
building ties to wood diaphragms.
• Install new hold-downs and potentially new footing supplements at existing shear
wall's at the ground floor slab/foundation level.
• Install straps between first and second story shear walls to provide inter -story
continuity.
• Provide a collector tie at shear wall lines along the roof, second floor and at roof
plane discontinuity interfaces to provide continuity across the split-level
diaphragms so that seismic load can be delivered to shear walls as they occur.
Note: The existing station 51 has been renovated and remodeled many times since its
original construction and there is virtually no documentation on the various systems used.
This means that during execution of a seismic retrofit, it should be expected that a
number of unforeseen issues will arise that will need to be dealt with during construction.
Given the extent of the suggested strengthening components, and the demolition
necessary to access those areas, it may be difficult to justify the costs necessary to
strengthen the building versus total replacement. Feasibility of re -use of the facility
should be carefully considered with the programming needs and anticipated
construction costs prior to proceeding with a seismic retrofit design.
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PART 5: APPENDIX - PHOTOS
R
Photo 1: Station 51, Front View of Building
Photo 2: Station 51, Cracks in Perimeter Walls
San Rafael Facilit�es Master Plan - Structural Assessment
1.1 on
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1
Photo 3: Station 51, Cracks in Perimeter Walls
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Photo 4: Station 51, Dry Rot Damage on App Bay Doors
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Photo 5: Station 51, Dry Rot Damage on Wood Studs
Photo 6: Station 51, Water Damage on Underside of Floor
San Rafael Facilities Master Plan- Structural Assessment Moo-
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structural engineering group
Photo 7: Station 51, Seismic Cracking in Plaster
San Rafael Facilities Master Plan Structural Assessment w
Basis of Desier
Fire Staflf
City of San Rafael - Essential Facilities Strategic
Plan
2015-0131
prepared for:
Mary McGrath Architects
prepared by:
Eunice Yoon, PE, LEED AP, BD+C
Jared Doescher, PE, LEED AP
Jason Lau, PE, LEED AP
Thomas de Senna, PE
June 22, 2015
INTERFACE
E N G I N E E R I N G
Assessment of Current City of San Rafael Essential Facilities Fire Station #51
o Mechanical Assessment
Fire Station #51 is a two-story building with attached single story office building. The
living quarters are located on the second floor and are served by a 17 -year old, 6 -ton
rooftop package unit (RTU) located on the roof. The RTU provides electric cooling and
gas -furnace heating. The majority of the ductwork is round, roof mounted ductwork. The
ductwork appears to be reasonable shape for 17 years old. Ventilation is provided by the
RTU. Operable windows are currently installed. This RTU also serves the workout room
and small front office. This RTU has outlived the average service life of 15 years.
The kitchen is has a commercial range/oven with an inefficient oversized commercial
exhaust hood. The kitchen hood is exhaust directly by an upblast exhaust fan on the roof.
Make-up air for the hood is provided by a rooftop forced air furnace, age unknown but
appears to be over 20 years. The Toilet and Shower rooms are provided with ceiling
mounted exhaust grilles connected to an inline exhaust fan and terminates at roof
louvers/hood.
The Admin Office area has a 16 -year-old, 5 -ton gas/electric rooftop package unit.
Ductwork is located above the ceiling, serving ceiling diffusers in the offices. This RTU
has outlived the average service life of 15 years.
The Apparatus Bay portion of the building has no cooling system and has gas unit heaters
mounted close to the roof. The engine exhaust duct system seems to be working properly
and well maintained.
o Plumbing Assessment
The existing piping systems in the building are mostly original and are nearing the end of
their service life.
The sewer lateral from the building flows to a city main in "C" Street. We were unable to
verify the size or assess the condition of the underground and below slab piping. The
original design drawings indicate that the lateral may be 4".
Roof drainage is by roof drains and downspouts and spills to grade. Some of the
downspouts are corroded.
The building is served by a 1-1/2" city water and water meter located in the pavement at
the "C" street of the building. A backflow preventer is not installed at the point of
connection to the building. Above grade piping at the point of connection to the building
is copper piping. We were unable to assess the condition of the underground piping. Hot
water is supplied from a gas fired water heater of unknown age. The domestic hot water
system is circulated through single circulating pump.
The existing bathroom plumbing fixtures and faucets appear to be outdated and are not
water conserving fixtures.
Natural gas service enters at the fifth avenue corner of the building. It runs overhead in
the building, attached directly to the structure, and above ceiling to serve the water heater
T \2015\.2015-0131 CommlOutgoing\2015-06-24 Final BOD Reports%51 Fire Station\20150624 Final BOD Report - Fire Station 51 docx
and furnace. The piping inside of the building appears to be in functional condition.
Piping outside of the building shows signs of corrosion.
o Electrical Assessment
Fire Station #51 is currently served by a single PG&E service. Power is derived from an
underground PG&E vault outside the fire station to a main switchboard located in the
Apparatus Bay. The PG&E meter number is #1008846559. The main switchboard is
rated at 225A, 120/240V, 3-phase, 4 -wire with a 225A main breaker. The switchboard is
manufactured by Square D and was replaced as part of a renovation project in 1986. The
main switchboard feeds the following:
■ RTU -1 (via 70A/3P breaker)
■ RTU -2 (via 50A/3P breaker)
■ MU2-1(via 20A/3P breaker)
■ Welder (via 40A/2P breaker)
■ Nederman Exhaust (via 100A/2P breaker)
■ Air Compressor (via 30A/3P breaker)
■ Miscellaneous spare breakers
■ Emergency Circuit Panel #2. Panel is rated at 125A, 120/240V, 1 -phase, 3 -wire
with 12 poles. Residential tandem breakers are installed. Located in Apparatus
Bay inside of an enclosure. Manufacturer is by Crouse -Hinds. Appears in fair
condition but near end of manufacturer's recommended design life.
■ Emergency Circuit Panel 43 (via 80A/2P breaker). Panel is rated at 125A,
120/240V, 1 -phase, 3 -wire with 12 poles. Located in Apparatus Bay.
Manufacturer is by General Electric. Appears in fair condition but near end of
manufacturer's recommended design life.
■ Panel "N" (225A, 120/240V, l -phase, 3 -wire with 42 poles). Located in
Apparatus Bay. There are (13) single pole spares available within the panelboard.
Manufacturer is by Square D. Appears in fair condition near end of
manufacturer's recommended design life.
There is an antiquated Panel "B" that is apparently still in service, even though it was part
of the original construction in 1916. The panel consists of fuses and switches in a glass
display enclosure. This serves loads for the main floor bench, club room, fire alarm, and
2"d floor dorms.
Emergency power is derived from a permanent diesel -engine generator. The generator is
a Kohler #20ROZJ61 rated at 25kVA, 120/240V, 1 -phase, 3 -wire with a 120 gallon fuel
tank that can provide approximately 54 hours runtime at full load. An automatic transfer
switch is located across from the generator and is outfitted with a separate manual
transfer switch that allows for provisions to connect to a portable generator, should the
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existing generator fail. The generator feeds a main Emergency Panel "EM 1 ", rated at
100A, 30 -pole, 120/240V, 1 -phase, 3 -wire. Panel "EMI" feeds the "Emergency Panel" in
the Apparatus Bay via the Automatic Transfer Switch. Panel "EMI" also feeds a load
called "Dispatch" via a 50A/2P breaker. The emergency generator does not provide
backup power for the entire fire station.
Existing lighting system appears to be updated from the original construction in the
building, consisting of fluorescent and incandescent luminaires. Fluorescent luminaires
consist of striplights with (2)-32 watt T8 lamps in the Apparatus Bay. Incandescent and
fluorescent luminaires were located within the office and living quarters of the building.
Luminaires appeared in antiquated condition. Toggle switches controlled the majority of
the luminaires. There does not appear to be automatic lighting shutoff for the building,
only contactors for control of outdoor lighting. The outdoor lighting consists of
antiquated HID floodlights and incandescent cylinders.
The existing building does not appear to be supported by a fire alarm system. There are
individual battery-operated smoke detectors located within the living quarters. No smoke
detectors were observed in the Apparatus Bay Building. The new building will require an
addressable fire alarm system.
o Telecommunications Assessment
Telecommunication service for the fire station terminates to a telecom located next to the
Apparatus Bay. Security equipment and other low voltage equipment enclosures are
located within the closet and mounted on the plywood backboard and equipment rack.
There is plumbing piping routed in the ceiling of the telecom room, which is not an ideal
location. The fire station has experienced ongoing issues with leakage involving the
sewage piping. Water leakage was observed dripping onto the equipment enclosures
during the site survey.
Recommendation for New City of San Rafael Essential Facilities Fire Station #51
o HVAC System Description
Option 1: HVAC system: VRF/HR with Fan coils to provide space heating & cooling_
Commercial VRF Condensing Units: Provide (1) condensing unit to be located on a pad
located outdoors in close proximity to the building or on the roof. VRF units shall
provide heat recovery ability. Basis of Design is Mitsubishi R2 units. Fan coils with
outside air connections will serve individual rooms and each room will have temperature
control. The IT room will have a 24/7 cooling only split system Preliminary condensing
units sized as follows:
■ Living quarters and Offices: 12 tons
■ IT Room: 1.5 tons
Commercial Kitchen: Kitchen hood exhaust duct will rise up thru the roof.
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Residential Laundry room: Gas dryer vent duct with maximum 4" diameter up thru the
roof. Combustion air intake louvers on laundry closet door/ wall provide required
makeup air for dryer operation.
Bathroom Exhaust System: Each Restroom/Shower Room shall be provided with a
ceiling or roof mounted exhaust fan ducted through the roof for discharge.
Control System: DDC system to be provided by the VRF system manufacturer for
mechanical system control and monitoring capability. Additional control of the radiant
ceiling panels to be provided for temperature and humidity control.
Option 2: HVAC system: Rooftop Package Unit Gas Heat and Electric Cooling
Commercial Gas/Electric Rooftop Package Unit to provide cooling, heating and
ventilation to living quarters and offices. Basis of Design is Trane Precedent rooftop
system units The IT room will have a 24/7 cooling only split system Preliminary
condensing units sized as follows:
■ Main Two -Story Building: 6 tons
■ Office Building: 5 tons
■ IT Room: 1.5 tons
Commercial Kitchen: Kitchen hood exhaust duct will rise up thru the roof.
Residential Laundry room: Gas dryer vent duct with maximum 4" diameter up thru the
roof, Combustion air intake louvers on laundry closet door/ wall provide required
makeup air for dryer operation.
Bathroom Exhaust System: Each Restroom/Shower Room shall be provided with a
ceiling mounted exhaust fan ducted through the roof for discharge.
Control System: Programmable thermostats for each system. Switch/occupancy control
for exhaust fans.
Analysis of Existing Energy & Water Use versus Potential Savings of New Systems:
■ The current HVAC systems of the three buildings are using old equipment and
inefficient system layouts. Providing updated equipment with more
controllability would significantly provide energy savings. HVAC may be
provided with natural ventilation where possible in conjunction with a VRF/HR
(Variable Refrigerant Flow /Heat Recovery) system. In spaces that natural
ventilation is not possible, outside air may be directly ducted to fan coils.
Currently, the VRF with heat recovery is the most efficient system.
■ Another option would be to replace the rooftop package equipment with new,
more efficient rooftop package units. Ideally space would be provided for
ductwork below the roof to extend the life of the ductwork.
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o Plumbing System Description
Sanitary Sewer and Vent System: Provide the following:
■ Replace all existing below and above grade waste and vent piping to the point of
connection to the city sewer in "C" Street.
■ New waste and vent piping to all plumbing fixtures such as water closet,
lavatory, tub/shower, kitchen sinks, washing machine, janitor mop sinks, floor
drain and sinks, indirect waste receptors, and other fixtures.
■ Pipe condensate from mechanical equipment to indirect receptors.
Storm Drainage System: Replace and relocate roof drains and downspouts and correct
site grading to properly conduct storm drainage away from the building and toward site
storm drains and catch basins.
Domestic Water System:
Replace all existing above and below ground domestic water piping from the
point of connection to the water meter.
Provide new domestic CW and HW to the following:
• Bathroom fixtures (water closets, urinals, lavatories, and showers)
• Kitchen Sinks, refrigerator ice maker, and dishwasher
• Washing machine box
• Janitor mop sinks
• Trap primers(CW only) to serve floor drains
• Mechanical equipment requiring make-up water with backflow device.
• Hose bibs
■ Provide a reduced -pressure type backflow preventer or acceptable equivalent per
Water Department requirement.
■ Provide a new gas fired domestic water heater and circulating pump.
■ Provide irrigation water to planters as required.
Plumbing Fixtures: Provide the following:
■ Provide all new plumbing fixtures as follows:
• Water closets: Wall -hung with 1.28 gallons per flush, flush valves
• Urinals: Wall -hung with 1/8 gallon per flush, flush valve
• Private Lavatories: Wall hung or counter mounted fixture with 1.0 gpm
faucet
• Public lavatories: Wall -hung or counter -mounted fixture with 0.5 gpm
faucet
• Kitchen Sink: Stainless steel or refer to architectural for final fixture
selection. Provide with 1.5 gpm max flow faucet.
• Shower: 1.8 gpm shower head.
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■ Provide interior and exterior hose bibs with vacuum breakers.
■ New floor drains and floor sinks with trap primers. Locate trap primer where
accessible or in -wall with access panel.
Natural Gas: Provide the following:
■ Replace all natural gas piping from the point of connection to the PG&E gas
meter.
■ Provide natural gas to all gas fired appliances such as heater, furnaces, water
heaters, ranges, and dryers.
Piping materials: Provide all new materials as follows:
■ Sanitary sewer (SS) and vent system: Service weight no -hub cast iron soil pipe
and fittings with standard couplings above ground and heavy weight cast iron soil
pipe and fittings with heavy-duty couplings below ground. Provide corrosion
protection for below grade piping as recommended by Geotechnical Engineer.
■ Potable domestic cold water (CW) system: Type L hard drawn copper tube
above ground; Type K hard drawn copper tube below ground.
■ Potable domestic hot water (HW) system: Type L hard drawn copper tube
aboveground.
Natural gas system:
■ Above ground: Schedule 40, A53 black steel pipe and threaded malleable iron
fittings. Galvanized steel for piping exposed to weather.
Below ground: Schedule 40, A53 black steel pipe and threaded malleable fittings
2-1/2 inches and smaller. Welded pipe 3 inches and larger. Pipe below grade
wrapped with double thickness Scotchwrap No. 51 applied over Scotchwrap pipe
primer. Factory applied epoxy coating to equivalent thickness with field
wrapped or epoxied joints approved. Alternately, Polyethylene piping with
tracer -wire to meet CMC.
Condensate drain system: Type M copper tube with solder joints.
o Electrical System Description
Service Capacity:
The existing 4O0A electrical service appears to be sufficient in size for the remodel.
Depending on the budget and extent of remodel, it is recommended to change the PG&E
service voltage from a 4O0A, 12O/24OV, 3-phase, 4 -wire system to a 40OA, 12O/208V, 3-
phase, 4 -wire system. The 12O/24OV system is a high -leg delta system that is an
antiquated system that has restrictions on how loads can be connected. Based on the age
and condition of the existing main switchboard and the recommendation for service
voltage upgrade, the existing main switchboard is recommended for replacement. A new
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6
4O0A, 12O/2O8V, 3-phase, 4 -wire, main switchboard with PG&E meter would be
provided at the same location.
Existing normal branch and emergency panels would all be replaced with new 42 -pole,
12O/2O8V panelboards. The following shall be provided as part of the renovation and
replacement:
■ Panel "N" to be replaced with new 42 -pole, 225A, 120/2O8V, 3-phase, 4 -wire
panelboard at the same wall location.
■ Replace original 1916 panel with a new 30 -pole, 10OA, 12O/2O8V, 3-phase, 4 -
wire panelboard. Relocate as needed to accommodate remodel.
■ Emergency Circuit Panel #2 and #3 to be replaced and consolidated with a new
42 -pole, 1OOA, 12O/2O8V, 3-phase, 4 -wire panelboard. Relocate as needed to
accommodate remodel.
New Generator System:
A new emergency generator is recommended to provide emergency power to support the
entire fire station, as the existing generator does not appear to support the entire fire
station. Space will need to be allocated for the new generator, as the size will increase
and existing location does not appear to have sufficient space and working clearances.
The emergency generator should be provided in a sound attenuated, weatherproof
enclosure. The emergency generator will be rated at 1OOkW/125kVA, 12O/2O8V, 3-
phase, 4 -wire, with a 100 gallon sub -base fuel tank. Based on the size of the fuel tank, the
generator can provide approximately 8 hours runtime at 100% full load.
An automatic transfer switch shall be provided, rated at 4O0A, 208V, 3-phase, and
located within close proximity of the emergency generator. A 40OA, 12O/2O8V, 3-phase,
4 -wire emergency main panel shall be provided.
Site Lighting:
As part of the new construction, existing exterior lighting shall be replaced with new
luminaires utilizing LED lamps. All exterior lighting will be controlled via photocell and
lighting control panel.
Interior Lighting:
New lighting shall consist of LED luminaires to comply with Title 24 requirements and
achieve energy efficiency and cost savings. Residential occupancy areas such as kitchens,
bathrooms, and bedrooms shall be provided with high -efficacy LED luminaires. Non-
residential areas shall be controlled via occupancy sensors or lighting control panel.
Residential areas shall be controlled via manual controls or vacancy sensors. D. A tap -out
system should be provided to serve the remodeled fire station. Upon activation, the tap -
out system shall energize lighting within the bedrooms, hallways, lobby, kitchen,
offices/work areas, and apparatus bay and de -energize kitchen equipment.
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Power Distribution:
Where receptacles provided for the office areas, a controlled receptacle capable of
automatic shutoff shall be provided within 6' of each uncontrolled receptacle. AFCI
protection shall be provided for all circuits serving outlets for the kitchen, family room,
dining room, living room, bedroom, sunroom, recreation room, closets, hallways, laundry
areas, or similar rooms. GFCI receptacles shall be provided for all circuits serving
bathrooms, garages (Apparatus Bay), outdoors, kitchen countertops, within 6' of sink
edge, and laundry areas.
o Telecommunication System Description
Incoming cable terminations shall remain in the same location if the location of the
telephone equipment does not change. Otherwise, the cable terminations shall be
relocated to a new location such as a new IT room.'/4-inch by 4 -foot by 8 -foot fire rated
plywood backboards will be provided on every wall in the IT room. The IT room will
have a telecommunications ground bus bar with a #3/0 copper ground to the main
electrical panel and to building steel. Termination blocks will be wall mounted and will
cross -connect with the PBX switch and distribute dial tone throughout the facility.
Metallic 2 -gang outlet boxes with single gang adapters with I inch metallic
conduit/raceways to accessible ceiling space will be provided for routing and termination
of voice, data and CATV cabling. Telecom locations will be based on Owner input.
Raceway installed per ANSI/TIA/EIA-569-B standards.
Electronic card key access will be provided at identified entry doors and any site gates
that are secure. All exterior doors will be monitored via door position switches and
CCTV. A keypad with and LCD display will be provided at the main entrance for
arm/disarm operation as well as determining which doors are operational or not.
Metallic single -gang outlet boxes with % -inch metallic conduit/raceways to accessible
ceiling space will be provided for routing and termination of the security/access control
cabling. Security/access control locations will be based on Owner input. Raceway
installed per ANSI/TIA/EIA-569-B standards.
The paging system will be designed to provide program distribution and all -call to
speakers throughout and provide local amplification. Coverage will be included for the
entire interior of both buildings as well as exterior areas as designated by the Owner. The
system will be required to be interfaced to the telephone system for general paging from
any telephone instrument.
One inch metallic conduit/raceways will be provided for routing and termination of the
Paging System. Speaker and volume control locations will be based on Owner input.
Raceway installed per ANSI/TIA/EIA-569-B standards.
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8
Electrical Appendix
h
y11n:L
Figure El: Main Switchboard and Panel "N" in Apparatus Bay
Figure E2: Antique Panel `B" from 1916 in Apparatus Bay
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i
k
!II
Figure E3: Emergency Generator System
'F-
L
Figure E4: Automatic Transfer Switch with Cables for Portable Generator Connection
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ii
a
Figure E5: Emergency Panel "EMI" next to Generator
6
u
u
Figure E6: Emergency Panel in Apparatus Bay
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iii
Figure E7: Leaking Sewage Piping In Telecom Room
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IV
Mechanical Appendix
raiLlq.,
Figure M1: Main Building Rooftop Package Unit and Rooftop Ductwork
Figure M2: Kitchen Commercial Type I Grease Hood
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V
,.I
-
a
J»
Figure M3: Rooftop Package Unit on Lower roof Serving Offices
'e.
1
,in" - If4i-2 atl -
Figure M4: Force Air Unit Heater in Maintenance Bay
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A
Figure M5: Force Air Unit Heater in Apparatus Bay
T \2015\20 L5-0131 iComm',Outgomg\2015-06-24 Final BOD Reports 51 Fire Station\20150624 Final BOD Report -Fire Station 51 docx
VII
505 171h STREET, 2rd FLOOR OAKLAND. CALIFORNIA 94,612 0 510 208.9400 WWW MARYMCGRATHARCHITECTS COM
1,.
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kkG
SENTIAL FACILITIES
STRUEGIC PLAN
r'
Prepared by:
MARY MCGRATH I''ARCHtt cTS '.
DRAFT 7/20/15
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN ,.
VOLUME III. DETAILED FACILITY STUDY -REPLACEMENT OF
FIRE STATION 52 & TRAINING TOWER AND FIRE STATION 57
TABLE OF CONTENTS
PAGE NO.
A. INTRODUCTION-------------------------------------------------------------------------•- III -1 - III -3
B. REPLACEMENT OF FIRE STATION 52 AND TRAINING TOWER AT 3RD STREET
SPACE NEEDS OUTLINE-------------------------------------------------------------------
III -4 - III -7
EQUIPMENT BUDGET LIST----------------------------------------------------------------
III -8 - III -13
FURNISHINGS BUDGET LIST--------------------------------------------------------------
III -14 - III -19
BUILDING BUDGET------------------------------------------------------------------------
III -20 - III -21
OVERALL PROJECT BUDGET--------------------------------------------------------------
III -22 - III -24
SITE ARRANGEMENT DIAGRAMS--------------------------------------------------------
III -25
C. REPLACEMENT OF FIRE STATION 57 AT THE MARIN COUNTY CIVIC CENTER
SPACE NEEDS OUTLINE------------------------------------------------------------------- III -26 - III -29
EQUIPMENT BUDGET LIST--------------------------------------------------------------- III -30 - III -36
FURNISHINGS BUDGET LIST-------------------------------------------------------------- III -37 -111-42
BUILDING BUDGET------------------------------------------------------------------------ III -43 -111-44
OVERALL PROJECT BUDGET -------
SITE ARRANGEMENT DIAGRAMS -
D. TWO COMPANY PROTOTYPICAL COMPONENT DIAGRAMS
E. EXISTING FACILITY CONDITION ASSESSMENTS
FIRE STATION 52 — 210 3RD STREET -----------------------------
FIRE STATION 57 — 3530 CIVIC CENTER DRIVE -----------------
APPENDIX
San Rafael Strategic Plan Tier 1- Fire Station No. 52
Structural Review and Conditional Assessment
Prepared by Cornerstone Structural Engineering Group
Dated: June 23, 2015
Basis of Design Narrative - Fire Station 52
City of San Rafael - Essential Facilities Strategic Plan
MEP Review and Conditional Assessment
Prepared by Interface Engineering
Dated: June 22, 2015
M
III -45 -111-47
III -48
III -49 -111-61
- III -62
III -63
DRAFT 7/20/15
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
A
INTRODUCTION
REPLACEMENT OF FIRE STATION 52 AND TRAINING TOWER AT 210 3RD STREET: $13.21M —
$14.2M PROJECT BUDGET
Initially, a Space Needs Assessment was developed for a replacement Fire Station 51 that included the Fire Station
52 Engine Company and was combined with the Fire Administration functions and a new Emergency Operations
Center (EOC). This replacement headquarters fire station was recommended to be placed on a site near 2nd and
D Streets. As the scenario study developed, it became apparent that this stand-alone project combined with a new
police station did not develop into a cost-effective solution for improving the seismic safety and operations at Fire
Station 52. Combining Fire Station 52 with Fire Station 51 was considered because of the Standards of Cover
Report recommendation to combine both units and relocate them closer to the freeway to improve medic
response and provide additional truck coverage. It was later determined that locating a fire station near the
freeway at 2nd Street would not be feasible because that area of Downtown is designated as a 100 -year flood zone
by FEMA and not suitable for a fire station location.
The current Fire Station 52 site provides good coverage to the freeway and is one of the larger sites serving the
department. In addition, it currently houses the Fire Department's training function. Because of the size and its
location, the existing site became the next area of study. A two -company station which could accommodate an
engine, medic and a cross -staffed truck company was evaluated for its fit on the existing site. Since Station 52
currently housed the departments training function, a new classroom was added to the station program and a
training tower were evaluated at this location as well. This combination of uses proved to fit on the site and meet
the following goals:
1. Provided medic coverage closer to the freeway by relocating Medic Company 51 to Fire Station 52.
2. Provided adequate apparatus bay space to house an engine, medic and truck so that the truck company could
be cross -staffed by the engine company. This also provided flexibility is adjusting the response capability in the
future.
3. Created a South Area medical supply cache to support the companies operating in the south side of the city.
4. Provided adequate space to include a training classroom and a replacement training tower with training
grounds.
5. It was determined that this current site was just on the edge of the 100 -year floor zone as established by
FEMA and could be developed at least 1 -foot above the flood level as required for essential facilities.
A—,ntroduction i III -1
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
.r,..b.r.r,
M �Irr
DRAFT 7/20/15
A two -company prototypical space needs outline was adapted specifically for this site which is the basis for the site
layout and project budget which follows. A total of two stations were developed from this prototype to provide
this response capacity. One is located in the southern section of the town; Fire Station S2 was designated the
South Area "task force" station with medical cache. The other is located in the northern section of the town; Fire
Station S7 was designated as the North Area "task force" station which has similar attributes to Fire Station 52 and
is described in the second portion of this volume.
Training Center - Prior to including the training function back at the station 52 site, several alternatives for
relocating the training classroom, tower, and surrounding grounds were evaluated. A city -owned site on Windward
Street was the considered the best candidate for relocation. There was adequate site area and the potential to
relocate a fire station to this location as well. However, there were other city functions slated for the site and the
total project budget allocated to the replacement of the training function did not provide sufficient funds for a new
development at this site. Relocating a fire station to the Windward site also proved infeasible because the site is in
a FEMA designated 100 -year flood zone.
Replacement Fire Station 52 features include:
Engine Company 52 and Medic Company 51 will be located at this station with accommodations provided for
six firefighters.
A truck will be housed at this location for cross staffing by the engine company.
This station includes a training classroom for 24, seated at tables, and a four- to five -story pre-engineered
training tower.
This location is the South Area central supply and has space for the following elements:
— Medical cache
— Airfill room with new Self -Contained Breathing Apparatus (SCBA) Unit.
Items and functions not included which may need to be accommodated at a future time:
Added site area for improved training scenarios.
Concurrent with evaluating potential Fire Station 52 alternative locations and operational requirements, the
Design Team evaluated the existing facilities currently serving the Fire Station 52 site to determine if they could be
cost-effectively renovated to serve the established needs and goals of providing operationally efficient and
seismically safe facilities. The Design Team evaluated the existing Fire Station 52 and the training tower. In general,
it was determined that neither renovating and adding to the existing Fire Station 52, nor renovating the existing
training tower proved to be cost effective or operationally efficient solutions to meeting the goals stated above.
The detail behind these findings is presented in Part E (Existing Facilities Condition Assessments) of this report.
III -2 1 A — Introduction
DRAFT 7/20/15 CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
M \ivin
REPLACEMENT OF FIRE STATIONS 57 AT 3530 CIVIC CENTER DRIVE: $S.SM — $6.OM
PROJECT BUDGET (INCLUDING PLACEHOLDER FOR COST SHARING WITH COUNTY)
The San Rafael Fire Department (SRFD) has a contract with Marin Country to provide fire protection services and
paramedic coverage to unincorporated areas contiguous to San Rafael, designated County Service Area 19 (CSA
19). CSA 19 includes Santa Venetia, Los Ranchitos, Country Club, California Park, and Bayside Acres. Fire Station 57
is the station that provides first -in coverage to this area and its surrounding City of San Rafael neighborhoods. Both
the County and the City of San Rafael agree that this contract serves both agencies well and anticipate that it will
be continue for the foreseeable future. In addition, the Standards of Coverage Study recommended that the north
area Medic Company 53 be merged with Fire Station Engine Company 57 at this current location.
Relocating Medic Company 53 to this location will provide two benefits. It will provide a permeant location for the
medic company that is near the freeway and it will allow this North Area station to serve as a "task force" station
(similar to Fire Station 52) by providing a cache for medical and other supplies in the north area of town.
Previously, Medic Company 53 was located at Fire Station 56 and was only recently moved to the re -activated Fire
Station 53 to improve the Medic 53 response times. With the relocation of Medic Company 53 to Fire Station 57,
the older Fire Station 53 will be re -purposed by the City as needs for its use is developed further. In the short term
this station will be used as an interim location for the Station 57 engine company during construction of a
replacement Fire Station 57.
To address the Standards of Cover Study recommendations to provide flexibility in its response capability, Fire
Station 57 was programmed as a two -company station which could accommodate and engine company, medic
company, and a cross -staffed truck. It was also programmed to provide an on-site utility vehicle and trailer storage
and planned for a future storage building at the rear of the site. This program proved to fit on the site and meet
the following goals:
1. Provided a permanent location for medic coverage closer to the freeway by relocating Medic Company 53 to
Fire Station 57.
2. Provided adequate apparatus bay space to house an engine, medic, and truck so that the truck company could
be cross -staffed by the engine company. This also provided flexibility is adjusting the response capability in the
future.
3. Created a North Area medical supply cache to support the companies operating in the north side of the City.
Replacement Fire Station 57 features include:
Engine Company 57 and Medic Company 53 will be located at this station with accommodations provided for
six firefighters.
Truck 57 will be housed at this location and cross -staffed by the engine company.
This location is the North Area central supply and has specialty space for the following elements:
— Central Medical Supply Storage
— Airfill room with new SCBA unit
— Site parking area for reserve and ancillary units (planned for a future pre-engineered building).
A—Introduction 1II-3
8
CITY OF SAN RAFAEL
ESSENTIAL FACII (TIES STRATEGIC PLAN,
� .....
B. REPLACEMENT OF FIRE STATION 52 AND TRAINING TOWER AT 3RD STREET
SPACE NEEDS OUTLINE
This section identified and itemizes the building spaces into an outline form indicating each space, the required
attributes and the required square footage. The space needs of the project have been established through meet-
ings with both the police department and fire department design team, site visits and multiple review meetings.
The square footage requirements for each space are derived through the development of "component dia-
grams" reflecting the operations -based layout of each space and the use of space standards
SPACE NEEDS OUTLINE
REPTAMEMENT OF _STATION AND TRAINING TOWER
COMPANY PROJil�BTYPE WI;ToH TRAINING CLASSROOM AND TOWER
STATIONJWO
LEXISTING FIRE
LPACE NEEDSOU
Two Company Station Company Make-up - CURRENT STAFFING
Total
Fire Engine - Captain, Engineer, Firefighter
3
Fire Truck - Cross Staffed by the Engine Company
0
Ambulance - two medics
2
TOTAL CURRENT STAFFING:
5
Finish Legend: A - Simple Finishes; B - Standard Office Finishes; C - Intense Finishes; D - Service Room Finishes
No.
Type of Space
Space Attributes
Square Footage
SITE OPERATIONS
Program
Size
Finish
Firefighter Parking
10 firefighter parking spaces, secure and
separate from public parking
2,400
10'x20' ea.
Visitor Parking
Two Total One Accessible with ramp
400
10'x 20
Training Apparatus
Staging
Parking for two apparatus used during
training exercises
600
10'x 30 (2)
Fire Training Tower
5 -story training tower
800
20'x 40'
Drafting Tank
Undergound tank used for hose and
pumper
testing
100
Above ground
Access
Apparatus Washing
Area
Adjacent to hydrant for refill and testing;
locate at rear of App. Bays; provide clarifier
for run-off
0
rear apron
Hose Maintenance
Area
Use rear apron area for cleaning hose; roll
wet and store on apparatus
0
rear apron
Yard Hydrant
Located at rear yard
0
rear apron
Generator Area
Located at rear yard
150
10'x15'
Fueling Area
Above grade Con -Vault System
150
10'x15'
Trash Enclosure
Exterior access for service; space for dump-
ster and recycling bins
150
10'x15'
Flagpole
Flagpole area with lighting
25
5'x5'
Outdoor Patio
Outdoor uses; adjacent to Kitchen
200
10'x20'
B - Replacement of Fire Station 52 and Training Tower at 3rd Street 1 III -4
SPACE NEEDS OUTLINE
No.
Type of Space I
Space Attributes
Square Footage
FIRE STATION - APP BAY/APP BAY SUPPORT
Program
Size
Finish
1
Apparatus Bay
Truck (cross-staffed),Engine, Ambulance
2,900
(2) 20'x 50'
A
(3 drive-through bays)
- Front line apparatus. Systems include
(1) 18' x 50'
tailpipe exhaust power cord drops to each
vehicle; heating system; night lighting;
auto -close doors; trench drains
2
Central Medical Supply
Heavy Duty Shelving; medical supplies,
80
8' x 10'
C
Storage
gas cylinders, extra backboards;
3
Medical Clean Up
Medical clean-up sink, backboard
72
8' x 9'
C
cleaning, shelving
4
Yard Storage
Yard equipment, compressor
36
6'x 6'
A
5
Turnout Gear Room
20 -turnout gear open metal storage lock-
224
14'x 16'
C
ers; continuous exhaust fan, floor drain,
heavy duty shelving; wildland gear bags
6
Janitor room
Service sink, mop rack; janitorial supplies;
48
6'x 8'
C
7
Work Shop Alcove
Work bench/shop area for vise, peg board,
120
4' x 30'
C
tool storage with large flat work surface,
solvent tank, tool chest, storage cabinet,
shop sink and 6LF for Hose storage.
8
Special Project Room
Room for assigned support duty such as
80
8' x 10'
B
turn -out, mask repair, hose repair, al-
lows outsourced projects to be brought in
house.
9
Restroom
Fire fighter toilet and sink, off of
64
8'x 8'
C
apparatus bay
Station - App Bay/Support Subtotal
3,624
STATION - FIREFIGHTER OFFICES and TRAINING AREA
Program
Size
Finish
10
Station Public Lobby
Small entry point for public; with seating
72
6' x 12'
B
adjacent to the public restroom. Counter
separation between office and lobby
it
Station Public
Male and Female, accessible near Lobby
128
8'x8' (2)
C
Restroom
and Training Classroom
12
Station Office
Workstations for 4 -persons; provide space
196
14' x 14'
B
for lateral file cabinets (one cabinet per
company) copy machine and office supply
storage, book shelving; conference function
13
Training Classroom
Training Classroom with classroom seating
1,050
30'x 35'
B
for 24 and hospitality counter
14
Training Storage
Table and Chair Storage adjacent to
80
8'x 10'
B
training classroom
Station - Firefighter Offices Subtotal
1 1,562
III -5 1 B —Replacement of Fire Station 52 and Training Tower at 3rd Street
SPACE NEEDS OUTLINE
No.
Type of Space
I Space Attributes
Square Footage
STATION - FIREFIGHTER QUARTERS
Program
Size
Finish
15
Kitchen
2 -refrigerators; 3 -shift pantrie; 1 -station
248
13'x 16'
C
pantry; 1 -dishwasher; gas range/oven with
5' x 8'
hood; large microwave; large double -bowl
sink with disposer; prep sink at island;
open to Dining Area
16
Dining Area
Seating for 6 persons; wall -mounted TV;
192
12' x 16'
B
open to kitchen; open to Day Room
17
Day Room
Seating for 6 with recliner chairs;
224
14' x 16'
B
entertainment center and book shelving;
Open to Dining
18
Fitness Room
Dedicated Fitness Room
S28
22'x 24'
B
19
Laundry Room
Service sink; countertop; janitorial
96
8' x 12'
C
supplies; mop rack
20
Firefighter Bedroom
6 -separate bedrooms each containing
825
11'x 12.5' (6)
B
4 -lockers, desk, chair, wall -mounted TV, i
bed
21
Firefighter Bathroom
1 accessible restroom with shower,
72
8' x 9' (1)
C
ADA
sink, toilet
22
Firefighter Bathroom
2 restrooms with shower, sink, toilet
126
7' x 9' (2)
C
Station - Firefighter Quarters Subtotal
2,311
UTILITY SUPPORT/VERTICAL
CIRCULATION
Program
Size
Finish
23
Mechanical Room
HVAC equipment; hot water heater; fire
80
8'x 10'
D
sprinkler riser
24
Electrical Room
Main service panel, fire alarm panel; sub
80
8' x 10'
D
panels
25
Communications
Telephone service racks, alert response
80
8' x 10'
D
Room
system hub, data server hub, radio equip-
ment; security system
26
Stairs
(2x) for each level. Two stairways from the
576
18' x 8'
B
second floor for exiting
27
Station Elevator
Elevator and machine room
240
8'x 10' (3)
C
28
Firefighter Pole
One for each level
32
4'x4'
B
Utility Support/ Vertical Circulation
1,088
Subtotal
B - Replacement of Fire Station S2 and Training Tower at 3rd Street 1111-6
SPACE NEEDS OUTLINE
III -7 1 B —Replacement of Fire Station 52 and Training Tower at 3rd Street
TWO COMPANY PROTOTYPE SPACE NEEDS SUMMARY
Program
Station - App Bay/Bay Support Subtotal
3,624
Station - Firefighter Offices Subtotal
1,526
Station - Firefighter Quarters Subtotal
2,311
Utility Support/Vertical Circulation Subtotal
1,088
BUILDING SUBTOTAL (SF)
8,549
Circulation at 30%
2,549
B
TWO COMPANY PROTOTYPE
GRAND TOTAL (SF)
11,114
III -7 1 B —Replacement of Fire Station 52 and Training Tower at 3rd Street
N
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
0__
B. REPLACEMENT OF FIRE STATION 52 AND TRAINING TOWER AT 3RD STREET
EQUIPMENT BUDGET LIST
This section provides a count of all equipment to be used or installed in the new facility. Each room is listed fol-
lowed by its equipment as well as indications of responsibility of provision and estimated costs.
EQUIPMENT BUDGET LIST
Equipment
General
Owner
Owner
Contract
Provided,
Provided,
Generator (100 KVW)
$75,000
Contractor
Owner
$0
B.
Installed
Installed
SITE
Medical Clean-up
Site Operations
A.
Generator (100 KVW)
$75,000
$0
$0
$0
B.
Fuel Tank and Con Vaultw
$50,000
$0
$0
C.
Outdoor Patio BBQ
$0
$0
$1,500
Subtotal
1 $125,000
$0
$1,500
Contract Specialties:
pole -mounted signage, fire hydrant, water
run-off clarifier, flagpole, fencing/gates/
hardware, WP power outlets
Site Operations Subtotal 1 $125,000 $0 $1,500
APPARATUS BAY/APPARATUS BAY SUPPORT
1.0 Apparatus Bay
A.1 Tailpipe Exhaust System (3@20,000) $60,000 $0 $0
Subtotal $60,000 $0 $0
Contract Specialties:
intercom system, hose bibs, trench drains,
App Bay doors and operators, air drops, elec-
trical drops, built-in heavy duty metal shelving
2.01 Central Medical Supply Storage
NONE $01F_
0 $0 $0
Subtotal $0 $0 $0
Contract Specialties:
built in heavy duty metal shelving
3.0
Medical Clean-up
NONE
$0
$0
$0
Subtotal
$0
$0
$0
B — Replacement of Fire Station 52 and Training Tower at 3rd Street 1 III -8
EQUIPMENT BUDGET L.ST
Equipment
General
Owner
Owner
NONE
Contract
Provided,
Provided,
$0
$0
Contractor
Owner
$0
$0
Installed
Installed
3.0 1 Medical Clean-up -Continued
Contract Specialties:
hands-free sink with sciraver, built-in shelving
4.01
Yard Storage
NONE
$0
A. Compresor
$2,500
$0
$0
Subtotal
$2,500
$0
$0
Contract Specialties:
heavy duty metal shelving, floor drain, ex-
heavy duty shelving
haust fan system, Mop sink
S.
Turnout Gear Room
7.0 Work Shop Alcove
NONE 1
$0
$0
$0
Subtotal
$0
$0
$0
Contract Specialties:
$0
$0
$700
heavy duty metal lockers, floor drain, exhaust
fan system
6.01 Janitor Room
NONE
$0
$0
$0
Subtotal
$0
$0
$0
Contract Specialties:
heavy duty metal shelving, floor drain, ex-
haust fan system, Mop sink
7.0 Work Shop Alcove
A. Solvent Tank
$0
$0
$500
13.1 Vice
$0
$0
$200
Subtotal
$0
$0
$700
Contract Specialties:
peg board, tool storage racks, built-in bench
and storage cabinets
8.0
Special Project Room
NONE
$0
$0
$0
Subtotal
$0
$0
$0
Contract Specialties:
III -9 1 B —Replacement of Fire Station 52 and Train ng Tower at 3rd Street
EQUIPMENT BUDGET LIST
Equipment
General
Owner
Owner
A. Computers, Software, Printer (3@3200)
Contract
Provided,
Provided,
B. Fax
$0
Contractor
Owner
C. Copier
$0
Installed
Installed
APPARATUS BAY/APPARATUS BAY SUPPORT - Continued
9.0 Restroom
NONE $01 $0 $0
Subtotal sol $0 $0
Contract Specialties:
fixtures and accessories
App Bay/Support Subtotal $62,500 $0 F $700
STATION - FIREFIGHTER OFFICES
10.0 Station Public Lobby
A. 911 Phone $0 $0 $1,000
Subtotal $0 $0 $1,000
Contract Specialties:
11.01 Station Public Restroom
NONE $0 $0 $0
Subtotal $0 I $0 $0
Contract Specialties:
fixtures and accessories
12.0 Station Office
A. Computers, Software, Printer (3@3200)
$0
$0
$9,600
B. Fax
$0
$0
$500
C. Copier
$0
$0
$500
D. Phone (3@150)
$0
$0
$450
Subtotal
$0
$0
$11,OS0
Contract Specialties:
casework and chairs
13.0 Training Classroom
NONE $0 $0 $0
Subtotal $0 $0 $0
Contract Specialties:
casework and chairs
Firefighter Offices Subtotal $0 $0 $12,050
B - Replacement of Fire Station 52 and Training Tower at 3rd Street 1 III -10
EQUIPMENT BUDGET LIST
Equipment
General
Owner
Owner
14.0 Kitchen
Contract
Provided,
Provided,
A. 6 -burner gas stove w/two electric ovens
$12,000
Contractor
Owner
B. Vent Hood
$2,500
Installed
Installed
STATION - FIREFIGHTERS QUARTERS
Day Room
14.0 Kitchen
A.1 Phone
$0 1
A. 6 -burner gas stove w/two electric ovens
$12,000
$0
$0
B. Vent Hood
$2,500
$0
$0
C. Dishwasher (1@2000)
$2,000
$0
$0
D. Refrigerator (2@2000)
$4,000
$0
$0
E.1 Microwave (1@1500)
$1,500
$0
$0
F.1 Coffee (1@500)
$500
$0
$0
Subtotal
$22,500
$0
$0
Contract Specialties:
built-in cabinets/pantries; garbage disposer
at large double sink, prep sink, stainless steel
backsplash
15.01 Dining Area
A. Phone $0 1 $0 $150
Subtotal $0 $0 $150
Contract Specialties:
wall mount for TV, built-in casework, marker
board
16.01
Day Room
A.1 Phone
$0 1
$0 1
$150
Subtotal
Contract Specialties:
built-in casework, entertainment system
provided by firefighters
$01
$0 1
$150
17.
Fitness Room
A.1 Allowance - Partial relocation of existing
$0
$0
$7,500
Subtotal
Contract Specialties:
$0
$0
$7,500
18.0 Laundry Room
A.
Washer
$1,250
$0
$0
B.1
Dryer
$1,250
$0
$0
Subtotal
$1,250
$0
$0
III -11 1 B —Replacement of Fire Station 52 and Training Tower at 3rd Street
EQUIPMENT BUDGET LIST
Equipment
General
Owner
Owner
Contract Specialties:
Contract
Provided,
Provided,
service sink, shelving
Contractor
Owner
19.
Firefighter Bedroom
Installed
Installed
18.0 Laundry Room -Continued
Contract Specialties:
Mechanical Room
service sink, shelving
NONE
$0
19.
Firefighter Bedroom
Subtotal
$0
$0
$0
NONE
$0
$0
$0
Subtotal
$0
$0
$0
Contract Specialties:
built-in lockers
Electrical Room
20.0
Firefighter Bathroom ADA
NONE
$0
$0
$0
NONE
$0
$0
$0
Subtotal
$0
$0
$0
Contract Specialties:
bathroom accessories
21.0
Firefighter Bathroom
NONE
$0
$0
$0
Subtotal
$0
$0
$0
Contract Specialties:
fixtures and accessories
Firefighter Quarters Subtotal
$23,750
$0
$7,800
UTILITY SUPPORT /VERTICAL CIRCULATION
22.0
Mechanical Room
NONE
$0
$0
$0
Subtotal
$0
$0
$0
Contract Specialties:
HVAC systems, fire riser systems, plumbing
systems, fire extinguisher, access ladder/hatch
23.0
Electrical Room
NONE
$0
$0
$0
Subtotal
$0
$0
$0
Contract Specialties:
electrical panels, fire alarm panels
8 — Replacement of Fire Station S2 and Training Tower at 3rd Street i III -12
EQUIPMENT BUDGET LIST
Equipment
General
Owner
Owner
24.0 Communications Room
Contract
Provided,
Provided,
A. Computer server
$0
Contractor
Owner
B. Response System
$0
Installed
Installed
UTILITY SUPPORT/VERTICAL CIRCULATION - Continued
$0
$135,000
24.0 Communications Room
General
A. Computer server
$0
$0
$5,000
B. Response System
$0
$0
$100,000
C. Phone System
$0
$0
$15,000
D. Security System
$0
$0
$10,000
E. UPS
$0
$0
$5,000
Subtotal
$0
$0
$135,000
Contract Specialties:
telephone systems, security systems, alert
systems
25.q Stairs
NONE $0 $0 1 $0
Subtotal $0 I $0 1 $0
Contract Specialties:
26.d Station Elevator
Hydrolic Elevator $100,000 $0 $0
Subtotal $100,000 $0 $0
Contract Specialties:
27.q Firefighters Pole
NONE $0 $0 $0
Subtotal $0 $0 $0
Contract Specialties:
Utility Support Subtotal 1 $100,000
$0
$135,000
General
Owner
Owner
Contract
Provided,
Provided,
Contractor
Owner
Installed
Installed
Sub Total $311,250
$0
$157,050
Grand Total (Equipment) $468,300
Grand Total (Furnishings) $44,965
Overall Total FFE $513,265
III -13 1 B —Replacement of Fire Station 52 and Train ng Tower at 3rd Street
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
B. REPLACEMENT OF FIRE STATION 52 AND TRAINING TOWER AT 3RD STREET
FURNISHINGS BUDGET LIST
This section provides a count of all the furnishings to be used or installed in the new facility. Each room is listed
followed by its furnishings as well as indications of responsibility of provision and estimated costs.
IM " 131. 1 L I L . 1 - `I
FURNISHINGS BUDGET LIST
Furnishings
General
Owner
Owner
Contract
Provided,
Provided,
Contractor
Owner
Installed
Installed
Site Operations
NONE $0 $0 $0
Subtotal $0 $0 $0
Contract Specialties:
pole -mounted signage, fire hydrant, water
run-off clarifier, flagpole, fencing/gates/
hardware, WP power outlets
Site Operations Subtotal $0 $0 $0
APPARATUS BAY/APPARATUS BAY SUPPORT
1.0 Apparatus Bay
NONE $0 $0 $0
Subtotal $0 $0 $0
Contract Specialties:
intercom system, hose bibs, trench drains,
App Bay doors and operators, air drops,
electrical drops, built-in heavy duty metal
shelving
Contract Specialties:
heavy duty metal shelving
3.01 Medical Clean Up
NONE $0 $0 1 $0
Subtotal $0 $0 $0
Contract Specialties:
built-in heavy duty metal shelving
B Replacement of Fre Station 52 and Training Tower at 3rd Street 1111-14
FURNISHINGS BUDGET LIST
Furnishings
General
Owner
Owner
APPARATUS BAY/APPARATUS BAY SUPPORT - Continued
Contract
Provided,
Provided,
4.0 Yard Storage
$0
Contractor
Owner
NONE
$0
Installed
Installed
8.q
Air Fill Room
APPARATUS BAY/APPARATUS BAY SUPPORT - Continued
NONE
$0
4.0 Yard Storage
$0
Contract Specialties:
Air fill equipment
Subtotal $0
NONE
$0
$0
$0
Subtotal
$0
$0
$0
Contract Specialties:
1 $0
$0
$0
heavy duty shelving
Subtotal $0
$0
$0
5.0 Turnout Gear Room
NONE
$0
$0
$0
Subtotal
$0
$0
$0
Contract Specialties:
Heavy duty metal lockers, floor drain, exhaust
fan system
6.0 Janitor Room
NONE
$0
$0
$0
Subtotal
$0
$0
$0
Contract Specialties:
Heavy duty metal shelving, floor drain, ex-
haust fan system, Mop sink
7.0
Work Shop Alcove
NONE
$0
$0
$0
Subtotal
$0
$0
$0
Contract Specialties:
peg board, tool storage racks, built-in bench
and storage cabinets
8.q
Air Fill Room
NONE
$0
$0 1
$0
Contract Specialties:
Air fill equipment
Subtotal $0
$0
$0
9.0
Special Project Room
NONE
1 $0
$0
$0
Contract Specialties:
Subtotal $0
$0
$0
III -15 1 B —Replacement of Fire Station 52 and Training Tower at 3rd Street
FURNISHINGS BUDGET LIST
Furnishings
General
Owner
Owner
BI
Contract
Provided,
Provided,
B Task Chair (3@500)
$0
Contractor
Owner
modular Workstations (3@2500)
$0
Installed
Installed
Contract Specialties:
fixtures and accessories
App Bay/Support Subtota $ $ $
STATION - FIREFIGHTER OFFICES
11.0 Station Public Lobby
Visitor Chairs (2@500) $0 $0 $1,000
BI
Side Table $0 $0 $400
Subtotal $0 $0 $1,400
Contract Specialties:
Contract Specialties:
fixtures and accessories
13.0 Firefighter Station Office
File Cabinets (4@500)
$0
$0
$2,000
B Task Chair (3@500)
$0
$0
$1,500
modular Workstations (3@2500)
$0
$0
$7,500
D Side Chair (3@500)
$0
$0
$1,500
Subtotal
$0
$0
$12,500
Contract Specialties:
Casework
Station - Firefighter Offices Subtotol 1 $0 $0 $13,900
8 Replacement of Fire Station 52 and Training Tower at 3rd Street 1111-16
FURNISHINGS BUDGET LIST
Furnishings
General
Owner
Owner
Contract
Provided,
Provided,
$6,000
B
Contractor
Owner
$0
$1,200
Installed
Installed
STATION - FIREFIGHTERS QUARTERS
14. Kitchen
NONE $0 $0 $0
Subtotal $0 $0 $0
Contract Specialties:
built-in cabinets/pantries; garbage disposer
at large double sink, prep sink, stainless steel
backsplash
15.01 Dining Area
Dining Table - seats 6 $0 $0 $3,000
B Chairs (6@300) $0 $0 $1,800
Subtotal $0 $0 $4,800
Contract Specialties:
wall mount for TV, built-in casework, marker
board
16.01 Day Room
Recliners (6@1000)
$0
$0
$6,000
B
Side Tables (6@200)
$0
$0
$1,200
Subtotal
$0
$0
$7,200
Contract Specialties:
built-in casework, entertainment system
provided by firefighters
17. Fitness Room
NONE
$0
$0
$0
Subtotal
$0
$0
$0
Contract Specialties:
exercise equipment provided by firefighters,
drinking fountain, mirrors, built-in casework
18.0
Laundry Room
NONE
$0
$0
$0
Subtotal
$0
$0
$0
Contract Specialties:
service sink, shelving
III -17 1 B —Replacement of Fire Station 52 and Training Tower at 3rd Street
FURNISHINGS BUDGET LIST
Furnishings
General
Owner
Owner
B
Contract
Provided,
Provided,
Contractor
Owner
Installed
Installed
APPARATUS BAY/APPARATUS BAY SUPPORT - Continued
19. Firefighter Bedroom
Beds (6@2000) $0 $0 $12,000
B
Nightstands (6@200) $0 $0 $1,200
Subtotal $0 $0 $13,200
Contract Specialties:
built-in lockers
20.01 Firefighter Bathroom ADA
NONE $0 $0 $0
Subtotal $0 $0 $0
Contract Specialties:
bathroom accessories
21.01 Firefighter Bathroom
NONE $0 $0 $0
Subtotal $0 $0 $0
Contract Specialties:
fixtures and accessories
Firefighter Quarters Subtotal $0 $0 $25,200
Contract Specialties:
HVAC systems, fire riser systems, plumbing
systems, fire extinguisher, access ladder/
hatch
23.q Electrical Room
NONE $0 $0 $0
Subtotal $0 $0 $0
Contract Specialties:
electrical panels, fire alarm panels
6 — Replacement of Fire Station S2 and Training Tower at 3rd Street 1 III -18
FURNISHINGS BUDGET LIST
Furnishings
General
Owner
Owner
$0
Contract
Provided,
Provided,
$0 $39,100
$0
Contractor
Owner
Contract Specialties:
Subtotal
Installed
Installed
STATION - UTILITY SUPPORT VERTICAL CIRCULATION - Continued
24.0 Communications Room
NONE $0 $0 $0
Subtotal $0 $0 $0
Contract Specialties:
telephone systems, security systems, alert
systems
25.q
Stairs
Owner Owner
Provided, Provided,
Contractor Owner
Installed Installed
Sub Total
$0
$0 $39,100
Furnishings Sub Total
NONE
$0 $39,100
$0
$0
$0
Contract Specialties:
Subtotal
$0
$0
$0
26.0 Station Elevator
Grand Total (Equipment)
$468,300
NONE
$513,265
$0
$0
$0
Contract Specialties:
Subtotal
$0
$0
$0
27.0
Firefighters Pole
NONE
$0
$0
$0
Contract Specialties:
Subtotal
Utility Support Subtotal
$0
$0
$0
$0
$0
$0
III -19 1 B Rep acement ;f Fire Station 52 and Training Tower at 3rd Street
General
Contract
Owner Owner
Provided, Provided,
Contractor Owner
Installed Installed
Sub Total
$0
$0 $39,100
Furnishings Sub Total
$0
$0 $39,100
Taxes, Shipping, Installation (15%)
$0
$0 $5,865
Furnishings Sub Total
$0.00
$0.00 $44,965.00
Grand Total (Furnishings)
$44,965.00
Grand Total (Equipment)
$468,300
Overall Total FFE
$513,265
III -19 1 B Rep acement ;f Fire Station 52 and Training Tower at 3rd Street
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN it
uww.<n
B. REPLACEMENT OF FIRE STATION 52 AND TRAINING TOWER AT 3RD STREET
BUILDING BUDGET
This section identifies an overall construction budget based on the program areas and varying levels of
architectural finish. This section does not include equipment, furnishings and other project costs (see following
section, Overall Project Budget). The amount is based on a cost per square foot and/or unit cost estimate and
is a guideline for the Project Team in the design of the building.
BUILDING BUDGET
REPLACEMENTOF ' • AND 'TOWER
STATIONTWO COMPANY PROTOTYPE WITH TRAINING CLASSROOM AND TOWER
EXISTING FIRE
BUILDING BUDGET M
QUANT
UNIT
BASE
COST
ADD ON
TOTAL
Type A: Simple Finishes
Apparatus Bays - (3 bays)
2,900
SF
Yard Storage
36
SF
Type A Total Area:
2,936
SF
$475
($10)
$1,365,240
27%
QUANT
UNIT
BASE
COST
ADD ON
TOTAL
Type B: Standard Office Type Finishes
Special Project Room
80
SF
Station Public Lobby
72
SF
Station Office
196
SF
Training Classroom
1,050
SF
Training Storage
80
SF
Dining Area
192
SF
Day Room
224
SF
Fitness Room
528
SF
Firefighter Bedroom
825
SF
Stairs
576
SF
Firefighter Pole
32
SF
Circulation/Structure
2,565
SF
Type B Total Area:
6,420
SF
$475
$0
$3,049,358
58%
B — Replacement of Fire Station 52 and Training Mower at 3rd Street III -20
BUILDING BUDGET
III -21 1 B —Replacement of Fire Station 52 and Training Tower at 3rd Street
QUANT
UNIT
BASE
COST
ADD ON
TOTAL
Type C. Intense Finish Systems
Central Medical Storage
80
SF
Medical Clean Up
72
SF
Turnout Gear Room
224
SF
Janitor room
48
SF
Work Shop Alcove
120
SF
Restroom
64
SF
Station Public Restroom
128
SF
Kitchen
248
SF
Laundry Room
96
SF
Firefighter Bathroom ADA
72
SF
Firefighter Bathroom
126
SF
Station Elevator
240
SF
Type C Total Area:
1,518
SF
$475
$50
$796,950
13%
QUANT
UNIT
BASE
COST
ADD ON
TOTAL
Type D: Service Room Finishes
Mechanical Room
80
SF
Electrical Room
80
SF
Communications Room
80
SF
Type D Total Area:
240
SF
$475
($5)
$112,800
2%
A. Fire Station S2/SI (medic)
Square Footage Total:
11,114
$5,324,348
adjusted cost per square foot:
1 $479
III -21 1 B —Replacement of Fire Station 52 and Training Tower at 3rd Street
CITY OF SAN RAFAEL A00M 0%1k
ESSENTIAL FACILITIES STRATEGIC PLAN
B. REPLACEMENT OF FIRE STATION 52 AND TRAINING TOWER AT 3"D STREET
OVERALL PROJECT BUDGET
This section identifies an overall project budget based on the following items:
• Building and Site Construction Costs w/ Equipment and Furnishings,
• Design and other Related Fees,
• Administrative, Permit, Bidding Costs, and
• Project Contingencies.
A'' V
`r ASS
-air
r■ �
OVERALL PROJECT BUDGET
OF STATION TRAINING TOWER AT 3RD ST.
[TWO COMPANY PROTOTYPEi ••TOWER M
EXISTING FIRE STATION
• •
A. Construction with Contingencies and Escalation
QUANT
UNIT
Cost per Unit
Total
Notes
Fire Station 52 with 51 Medic,
Training Classroom and Central
Supply Storage
Refer to construction
Fire Station 52/51
1
LS
$5,324,348
$5,324,348
budget detail
Fire Training Tower
1
LS
$1,000,000
$1,000,000
Allowance
Utility, Grading and
Drainage, Paving, Fences
and Gates, Landscaping,
lower grade, new
On -Site Improvements (Existing Fire
retaining walls along
Station 52 Site with Grade lowered)
29,071
SF
$30
$872,130
School District Property
Demolition of 2 existing
Haz Mat Demo/Bldg. Demo
5,000
SF
$12
$60,000
buildings
Curb and sidewalk from
new streets installed -
Off Site Improvements
1
LS
$150,000
$150,000
lower allowance
Stage from 51 and 55
Temporary Facilities
-
LS
$250,000
$0
during construction
Contractor Provided
Equipment per equipment
Specialty Equipment
1
LS
$311,250
$311,250
budget detail
Construction Subtotal:
$7,717,728
Project Design Unknowns
15%
%
$7,717,728
$1,157,659
Allowance
Construction with Design
Unknowns Subtotal:
$8,875,387
Project Allowance
Construction Contingency (10% of
Construction)
10%
%
$8,875,387
$887,539
Allowance
Construction with Change Order
Contingency Subtotal:
$9,762,925
Project Allowance
Annual rate to midpoint of
Construction = 24 months
Project Escalation (5% per annum,
(14 months design and 20
compounded yearly)
12%
%
$9,762,925
$1,171,551
months construction)
Construction (Building Site, Specialty Equipment,
Contingencies, Escalation):
$10,934,476
Construction Cost per SF of Building Area:
$983.87
B — Replacement of F re Station 52 and Training Tower at 3rd Street 1111-22
OVERALL PROJECT BUDGET
B. Design and Other Related Fees
QUANT
UNIT
Cost Per Unit
TOTAL
Notes
Design Fees (A, C, L, S, MEP) -
BASK ON-SITE
10%
%
$10,934,476
$1,093,448
A/E fees including
entitlements
Off-site/Street Improvement
Drawings
15%
%
$150,000
$22,500
design for off site
improvements
Cost Estimating
1
LS
$25,000
$25,000
Estimate for each phase
of development
Boundary and Topographic Surveys
1
LS
$25,000
$25,000
Includes two maps, one
after site is cut to street
level.
Erosion Control Plan
1
LS
$7,500
$7,500
Per Bldg. Department
Requirements
Waterproofing Consultant
1
LS
$12,000
$12,000
Consultant to City
Lighting Designer
0
LS
$12,000
$0
Not used
Head In Data, Phone, Response,
Security, AV Consultant
1
LS
$75,000
$75,000
Consultant to City or Arch.
LEED Documentation
1
LS
$100,000
$100,000
Energy Modeling, LEED
submittal and Tracking
Construction Management
(5% of construction value)
5%
%
$10,934,476
$546,724
Day to day management
during construction
Geotechnical Investigation
1
LS
$30,000
$30,000
Includes geohazards report
Haz Mat Study (Ground and (E)
buildings)
1
LS
$7,500
$7,500
Study only
Environmental (CEQA) Documenta-
tion
1
LS
$50,000
$50,000
Assume Neg Dec.
Commissioning
1
LS
$50,000
$50,000
As Required for LEED Gold
Continuous Inspection, Testing
During Construction
1
LS
$150,000
$150,000
Allowance
Subtotal Design Fees:
$2,187,167
Fee Contingency (5°� of total Fees)
5°�
%
$2,194,671
$109,734
Allowance
Reimbursables (5% of total Fees)
5%
1 %
1 $2,194,671
$109,734
Project Allowance
Total Design and Other Related Fees:
$2,414,139
III -23 1 B Rep acement of Fire Station 52 and Training Tower at 3rd Street
OVERALI. PROJECT BUDGET
C. Administrative, Permit and Bidding Costs
QUANT
UNIT
Cost Per Unit
Total
Notes
Administration Costs
-
LS
$200,000
$0
Assume none charged to
project
Legal Fees
1
LS
$40,000
$40,000
Allowance
Building Permit Costs
1%
%
$10,934,476
$109,345
Per Building Department
Plan Check Fees
0.5°x6
%
$10,934,476
$54,672
Per Building Department
SWPP Fees (State Board Compliance)
1
LS
$5,000
$5,000
Allowance
Planning/Environmental Review Fees
1
LS
$40,000
$40,000
Allowance
Temporary Storage Costs
0
LS
$25,000
$0
Assume none required
Public Art
1
LS
$30,000
$30,000
Allowance
Specialty Equipment
1
LS
$157,050
$157,050
Owner provided
Equipment
Furnishings
1
LS
$44,965
$44,965
Refer to furnishings
budget detail
Bidding/Printing (noticing, blue-
prints, etc.)
1
LS
$10,000
$10,000
Allowance
Moving Costs (one move)
1
LS
$15,000
$15,000
Allowance
Utility Fees - (PG&E, sewer, water,
telecom, other)
1
LS
$150,000
$150,000
Allowance
Subtotal Administrative Costs:
$656,032
Administrative Cost Contingency
(5% of total Fees)
5% 1
% 1
$656,032
$32,802
Allowance
Total Administrative, Permit and Bidding Costs:
$688,834
Division Totals:
Total
Notes
A. Construction with Contingencies and Escalation
$10,934,476
B. Design and Other Related Fees
$2,414,139
C. Administrative, Permit and Bidding Costs
$688,834
Overall Project Budget.
$14,037,449
Project Cost Per SF (11,179 + Tower SF) :
$1,002.67
Exclusions:
1. Program Level Bond Management Fees
B - Replacement of Fire Station 52 and Training Tower at 3rd Street 1 III -24
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
V+1..I Al
B. REPLACEMENT OF FIRE STATION 52 AND TRAINING TOWER AT 3R3 STREET
SITE ARRANGEMENT DIAGRAMS
These studies graphically illustrate the initial arrangement concepts developed through discussion with the
Project Design Team. Considerations in each scheme include:
• Circulation to and from site,
• Visitor parking and pedestrian access,
• Site operations adjacencies and activities, and
• City of San Rafael planning ordinances
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CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
0
C. REPLACEMENT OF FIRE STATION 57 AT THE MARIN COUNTY CIVIC CENTER
SPACE NEEDS OUTLINE
This section identified and itemizes the building spaces into an outline form indicating each space, the required
attributes and the required square footage. The space needs of the project have been established through meet-
ings with both the police department and fire department design team, site visits and multiple review meetings.
The square footage requirements for each space are derived through the development of "component dia-
grams" reflecting the operations -based layout of each space and the use of space standards
ry �_
s `
n. ear ,-:;F-. , �_ •i I ,�.
S J
1 � `
SPACE NEEDS OUTLJNE
JkPLAGAMENT OF , • AT ,
�TWO COMPANY "PROTOTYPE
1EXISTING CIVIC CENTER SITE
.. •
Two Company Station Company Make-up - CURRENT STAFFING
Total
Fire Engine - Captain, Engineer, Firefighter
3
Fire Truck - Cross Staffed by the Engine Company
0
Ambulance - two medics
2
TOTAL CURRENT STAFFING:
5
Finish Legend: A - Simple Finishes; B - Standard Office Finishes; C - Intense Finishes; D - Service Room Finishes
No.
Type of Space
Space Attributes
Square Footage
SITE OPERATIONS
Program
Size
Finish
Firefighter Parking
10 firefighter parking spaces, secure and
separate from public parking
2,400
10'x20'
ea.
Visitor Parking
Two Total - One Accessible with ramp
600
10' x 20
Covered Utility Vehicle Storage
ATV, Utility Truck, Hose Tender, OES,
Others? Could be a metal building?
800
10' x 20
(4)
Un -Covered Trailer Storage
USAR Trailer and EMS Trailer
400
10'x 20
(2)
Apparatus Washing Area
Adjacent to hydrant for refill and testing;
locate at rear of App. Bays; provide
clarifier for run-off
0
rear
apron
Hose Maintenance Area
Use rear apron area for cleaning hose;
roll wet and store on apparatus
0
rear
apron
Yard Hydrant
Located at rear yard
0
rear
apron
Generator Area
Located at rear yard
150
10'x15'
Fueling Area
Above grade Con -Vault System
150
10'x15'
Trash Enclosure
Exterior access for service; space for
dumpster and recycling bins
150
10'x15'
Flagpole
Flagpole area with lighting
25
5'x5'
Outdoor Patio
Outdoor uses; adjacent to Kitchen
200
10'x20'
C - Replacement of Fire Station 57 at the Marin County Civic Center 1111-26
SPACE NEEDS OUTLINE
No.
Type of Space I
Space Attributes
Square Footage
STATION - APP BAY/APP BAY SUPPORT
Program
Size
Finish
1
Apparatus Bay
Truck (cross-staffed),Engine, Ambulance
2,900
(2) 20'x
A
(3 drive-through bays)
- Front line apparatus. Systems include
50' (1)
tailpipe exhaust power cord drops to each
18'x 50'
vehicle; heating system; night lighting;
auto -close doors; trench drains
2
Central Medical Supply Storage
Heavy Duty Shelving; medical supplies, gas
80
8' x 10'
C
cylinders, extra backboards;
3
Medical Clean Up
Heavy Duty Shelving; medical supplies, gas
72
8'x 9'
C
cylinders, extra backboards;
4
Yard Storage
Yard equipment, compressor
36
6' x 6'
A
5
Turnout Gear Room
20 -turnout gear open metal storage
224
14'x 16'
C
lockers; continuous exhaust fan, floor drain,
heavy duty shelving; wildland gear bags
6
Janitor room
Service sink, mop rack; janitorial supplies;
48
6' x 8'
C
7
Work Shop Alcove
Work bench/shop area for vise, peg board,
120
4' x 30'
C
tool storage with large flat work surface,
solvent tank, tool chest, storage cabinet,
shop sink and 6LF for Hose storage.
8
Air Room
SCBA Unit with separate fill space, oxygen
240
12' x 20'
B
cascade system with bottle storage
9
Special Project Room
Room for assigned support duty such as
80
8' x 10'
B
turn -out, mask repair, hose repair, allows
outsourced projects to be brought in house.
10
Restroom
Fire fighter toilet and sink, off of
64
8' x 8'
C
apparatus bay
Station - App Bay/Support Subtotal
3,864
STATION - FIREFIGHTER OFFICES
Program
Size
Finish
it
Station Public Lobby
Small entry point for public; with seating
72
6' x 12'
B
adjacent to the public restroom. Counter
separation between office and lobby
12
Station Public Restroom
unisex, accessible near Lobby
64
8'x8'
C
13
Station Office
Workstations for 4 -persons; provide space
196
14' x 14'
B
for lateral file cabinets (one cabinet per
company) copy machine and office supply
storage, book shelving; conference function
Station - Firefighter Offices Subtotal
332
III -27 1 C— Replacement of Fire Station S7 at the Marin County Cmc Center
No.
Type of Space
Space Attributes
I
Square Footage
STATION - FIREFIGHTER QUARTERS
Program
Size
Finish
14
Kitchen
2 -refrigerators; 3 -shift pantrie; 1 -station
248
13'x 16'
C
pantry; 1 -dishwasher; gas range/oven with
5'x 8'
hood; large microwave; large double -bowl
sink with disposer; prep sink at island; open
to Dining Area
15
Dining Area
Seating for 6 persons; wall -mounted TV;
192
12'x 16'
B
open to kitchen; open to Day Room
16
Day Room
Seating for 6 with recliner chairs;
224
14'x 16'
B
entertainment center and book shelving;
Open to Dining
17
Fitness Room
Dedicated Fitness Room
528
22'x 24'
B
18
Laundry Room
Service sink; countertop; janitorial supplies;
96
8' x 12'
C
mop rack
19
Firefighter Bedroom
6 -separate bedrooms each containing
825
11' x 12.5'
B
4 -lockers, desk, chair, wall -mounted TV, 1
(6)
bed
20
Firefighter Bathroom ADA
1 accessible restroom with shower, sink,
72
8' x 9' (1)
C
toilet
21
Firefighter Bathroom
2 restrooms with shower, sink, toilet
126
7' x 9' (2)
C
Station - Firefighter Quarters Subtotal
2,311
UTILITY SUPPORT/VERTICAL CIRCULATION
Program
Size
Finish
22
Mechanical Room
HVAC equipment; hot water heater; fire
80
8'x 10'
D
sprinkler riser
23
Electrical Room
Main service panel, fire alarm panel; sub
80
8' x 10'
D
panels
24
Communications Room
Telephone service racks, alert response
80
8'x 10'
D
system hub, data server hub, radio equip-
ment; security system
25
Stairs
(2x) for each level. Two stairways from the
576
18' x 8'
B
second floor for exiting
26
Station Elevator
Elevator and machine room
240
' x 10' (3)
C
27
Firefighter Pole I
One for each level
32
4'x4'
B
Utility Support/ Vertical Circulation Subtotal
1,088
C— Replacement of Fire Station 57 at the Marin County Civic Center i III -28
SPACE NEEDS OUTLINE
TWO COMPANY PROTOTYPE SPACE NEEDS SUMMARY
Program
Station - App Bay/Bay Support Subtotal
3,864
Station - Firefighter Offices Subtotal
332
Station - Firefighter Quarters Subtotal
2,311
Utility Support/Vertical Circulation Subtotal
1,088
BUILDING SUBTOTAL (SF)
7,595
Circulation at 30%
2,279 B
TWO COMPANY PROTOTYPE GRAND TOTAL (SF)
9,874
III -29 1 C — Replacement of Fire Station 57 at the Marin County C vc Center
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
.....
1111111116 AV
C. REPLACEMENT OF FIRE STATION 57 AT THE MARIN COUNTY CIVIC CENTER
EQUIPMENT BUDGET LIST
This section provides a count of all equipment to be used or installed in the new facility. Each room is listed fol-
lowed by its equipment as well as indications of responsibility of provision and estimated costs.
i
� � �ZI'-fir- �•
EQUIPMENT BUDGET LIST
Equipment
General
Owner
Owner
Contract
Provided,
Provided,
Generator (100 KVW)
$75,000
Contractor
Owner
$0
B.
Installed
Installed
SITE
Medical Clean-up
Site Operations
A.
Generator (100 KVW)
$75,000
$0
$0
$0
B.
Fuel Tank and Cori Vault
$50,000
$0
$0
C.
Outdoor Patio BBQ
$0
$0
$1,500
Subtotal
$125,000
$0
$1,500
Contract Specialties:
pole -mounted signage, fire hydrant, water
run off clarifier, flagpole, fencing/gates/
hardware, WP power outlets
Site Operations Subtotal $125,000 $0 T $1,500
APPARATUS BAY/APPARATUS BAY SUPPORT I
1.01 Apparatus Bay
A. Tailpipe Exhaust System (3@20,000) $60,000 $0 1 $0
Subtotal $60,000 $0 $0
Contract Specialties:
intercom system, hose bibs, trench drains,
App Bay doors and operators, air drops,
electrical drops, built-in heavy duty metal
shelving
2.01 Central Medical Supply Storage
NONE S01 q01 Sn
Contract Specialties:
built-in heavy duty metal shelving
3.0
Medical Clean-up
NONE
$0
$0
$0
Subtotal
$0
$0
$0
C Rep acement of Fire Station 57 at the Marin County Civic Center 1 III -30
EQUIPMENT BUDGET LIST
Equipment
General
Owner
Owner
Contract Specialties:
hands-free sink with sprayer, built-in shelving
Contract
Provided,
Provided,
4.
Yard Storage
Contractor
Owner
Installed
Installed
3.0 Medical Clean-up -Continued
Contract Specialties:
hands-free sink with sprayer, built-in shelving
4.
Yard Storage
A. Compresor
$2,500
$0
$0
Subtotal
Contract Specialties:
heavy duty shelving
$2,500
$0
$0
S. Turnout Gear Room
NONE
$0
$0
$0
Subtotal
Contract Specialties:
heavy duty metal lockers, floor drain, exhaust
fan system
$0
$0
$0
6.
Janitor Room
NONE
$0
$0
$0
Subtotal
Contract Specialties:
heavy duty metal shelving, floor drain, ex-
haust fan system, Mop sink
$0
$0
$0
7.0 Work Shop Alcove
A.
Solvent Tank
$0
$0
$500
B.
Vice
$0
$0
$200
Subtotal
Contract Specialties:
peg board, tool storage racks, built-in bench
and storage cabinets
$0
$0
$700
8.0 Air Room
A. SCBA Unit
$80,000
$0
$0
B. Cascade System
$1,500
$0
$0
Subtotal
$1,500
$0
$0
III -31 1 C— Replacement of Fire Station 57 at the Marin County Civic Center
EQUIPMENT BUDGET LIST
Equipment
General
Owner
Owner
Contract Specialties:
oxygen cascade system and bottle storage
Contract
Provided,
Provided,
9.0
Special Project Room
Contractor
Owner
Installed
Installed
8.0 Air Room - Continued
Contract Specialties:
oxygen cascade system and bottle storage
9.0
Special Project Room
NONE
$0
$0
$0
Subtotal
Contract Specialties:
$0
$0
$0
10.0
Restroom
None
$0
$0
Subtotal
Contract Specialties:
fixtures and accessories
App Bay/Support Subtotal 1
$0
$64,000
$0
$0
$0
$700
STATION - FIREFIGHTER OFFICES
11.0
Station Public Lobby
911 Phone
$0
$0
$1,000
Subtotal
Contract Specialties:
$0
$0
$1,000
12.01 Station Public Restroom
NONE $0 $0 $0
Subtotal $0 $0 $0
Contract Specialties:
fixtures and accessories
13.0 Station Office
A. Computers, Software, Printer (3@2000) $0 $0 $6,000
B. Fax $0 $0 $0
C. Copier $0 $0 $250
C — Replacement of Fire Station 57 at the Mann County Civic Center f III -32
EQUIPMENT BUDGET LIST
Equipment
General
Owner
Owner
14.0 Kitchen
Contract
Provided,
Provided,
A. 6 -burner gas stove w/two electric ovens
$12,000
Contractor
Owner
B. Vent Hood
$2,500
Installed
Installed
13.q Station Office - Continued
D.1 Phone (3@250) $0 $0 1 $750
Subtotal $0 $0 $7,000
Contract Specialties:
casework and chairs
Firefighter Offices Subtotal $0 $0 $8,000
STATION - FIREFIGHTERS QUARTERS
14.0 Kitchen
A. 6 -burner gas stove w/two electric ovens
$12,000
$0
$0
B. Vent Hood
$2,500
$0
$0
C. Dishwasher (1@2000)
$2,000
$0
$0
D. Refrigerator (2@2000)
$4,000
$0
$0
E.1 Microwave (1@1500)
$1,500
$0
$0
F.1 Coffee (1@500)
$500
$0
$0
Subtotal
$22,500
$0
$0
Contract Specialties:
built-in cabinets/pantries; garbage disposer
at large double sink, prep sink, stainless steel
backsplash
15.01 Dining Area
A. Phone $0 $0 $250
Subtotal $0 $0 $250
Contract Specialties:
wall mount for TV, built-in casework, marker
board
16.q Day Room
A. Phone $0 1 $0 $250
Subtotal $0 $0 $250
Contract Specialties:
built-in casework, entertainment system pro-
vided by firefighters
III -33 1 C — Replacement of Fire Station 57 at the Marin County Civic Center
EQUIPMENT BUDGET LIST
Equipment
General
Owner
Owner
Contract
Provided,
Provided,
$1,250
$0
Contractor
Owner
Dryer
Installed
Installed
Contract Specialties:
Subtotal
Laundry Room
A.
Washer
$1,250
$0
$0
B.
Dryer
$1,250
$0
$0
Contract Specialties:
service sink, shelving
Subtotal
$1,250
$0
$0
Firefighter Bedroom
NONE
$0
$0
$0
Contract Specialties:
built in lockers
Subtotal
$0
$0
$0
Firefighter Bathroom ADA
NONE
$0
$0
$0
Contract Specialties:
bathroom accessories
Subtotal
$0
$0
$0
Firefighter Bathroom
NONE
$0
$0
$0
Contract Specialties:
fixtures and accessories
Subtotal
$0
$0
$0
Firefighter Quarters Subtotal
$23,750
$0
$8,000
UTILITY SUPPORT /VERTICAL CIRCULATION
22.0 Mechanical Room
NONE $0 $0 $0
C— Replacement of Fire Station 57 at the Marin County Civic Center 1111-34
EQUIPMENT BUDGET LIST
Equipment
General
Owner
Owner
22.0 Mechanical Room -Continued
Contract
Provided,
Provided,
B. Response System
$0
Contractor
Owner
C. Phone System
$0
Installed
Installed
24.0 Communications Room
NONE
$0 I
$0 1
22.0 Mechanical Room -Continued
$0
$0
$5,000
B. Response System
$0
Subtotal
$0
C. Phone System
$0
$0
$0
Contract Specialties:
$0
$0
$10,000
HVAC systems, fire riser systems, plumbing
$0
$0
$5,000
systems, fire extinguisher, access ladder/
Subtotal $0
$0
$135,000
hatch
23.0
Electrical Room
NONE
$0
$0
$0
Subtotal
$0
$0
$0
Contract Specialties:
electrical panels, fire alarm panels
24.0 Communications Room
NONE
$0 I
$0 1
A. Computer server
$0
$0
$5,000
B. Response System
$0
$0
$100,000
C. Phone System
$0
$0
$15,000
D. Security System
$0
$0
$10,000
E. UPS
$0
$0
$5,000
Subtotal $0
$0
$135,000
Contract Specialties:
telephone systems, security systems, alert
systems
III -35 1 C— Rep acement of Fire Station 57 at the Marin County Civ.c Center
NONE
$0 I
$0 1
$0
Contract Specialties:
Subtotal $0
$0
$0
26.
Station Elevator
Hydrolic Elevator
$100,000
$0
$0
Subtotal $100,000
$0
$0
III -35 1 C— Rep acement of Fire Station 57 at the Marin County Civ.c Center
EQUIPMENT BUDGET LIST
Equipment
General
Owner
Owner
Provided,
Contract
Provided,
Provided,
Owner
Contractor
Owner
Sub Total $312,750
$0
Installed
Installed
UTILITY SUPPORT /VERTICAL CIRCULATION - Continued
Contract Specialties:
27.q Firefighters Pole
NONE $0 $0 $0
Subtotal $0 $0 $0
Contract Specialties:
Utility Support Subtotal 1 $100,000 $0 $135,000
General
Owner
Owner
Contract
Provided,
Provided,
Contractor
Owner
Installed
Installed
Sub Total $312,750
$0
$153,200
Grand Total (Equipment) $465,950
Grand Total (Furnishings) $44,965
Overall Total FFE $510,915
C -- Replacement of Fire Station 57 at the Marin County Civic Center 1111-36
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
C. REPLACEMENT OF FIRE STATION 57 AT THE MARIN COUNTY CIVIC CENTER
FURNISHINGS BUDGET LIST
This section provides a count of all the furnishings to be used or installed in the new facility. Each room is listed
followed by its furnishings as well as indications of responsibility of provision and estimated costs.
s„ O
JILL:,
ri
u
FURNISHINGS BUDGET LIST
Furnishings
General
Owner
Owner
Contract
Provided,
Provided,
Contractor
Owner
Installed
Installed
Contract Specialties:
pole -mounted signage, fire hydrant, water
run-off clarifier, flagpole, fencing/gates/hard-
ware, WP power outlets
Site Operations Subtotal 1 $0 $01 $0
Contract Specialties:
intercom system, hose bibs, trench drains,
App Bay doors and operators, air drops,
electrical drops, built-in heavy duty metal
shelving
2.01 Central Medical Supply Storage
NONE $0 1 $0 $0
Subtotal $01$0 $0
Contract Specialties:
heavy duty metal shelving
3.01 Medical Clean Up
NONE $0 $0 $0
Subtotal $0 $0 $0
Contract Specialties:
built-in heavy duty metal shelving
C — Replacement of Fre Station S7 at the Marin County Civic Center 1111-37
FURN SHINGS BUDGET LIST
Furnishings
General
Owner
Owner
APPARATUS BAY/APPARATUS BAY SUPPORT - Continued
Contract
Provided,
Provided,
4.
Yard Storage
Contractor
Owner
$0
$0
Installed
Installed
8.01
Air Fill Room
APPARATUS BAY/APPARATUS BAY SUPPORT - Continued
NONE
$0
4.
Yard Storage
Contract Specialties:
Air fill equipment
Subtotal $0
$0
$0
NONE
$0
$0
$0
Subtotal
$0
$0
$0
Contract Specialties:
$0
Contract Specialties:
Subtotal $0
heavy duty shelving
$0
5.0
Turnout Gear Room
NONE
$0
$0
$0
Subtotal
$0
$0
$0
Contract Specialties:
Heavy duty metal lockers, floor drain, exhaust
fan system
6.0
Janitor Room
NONE
$0
$0
$0
Subtotal
$0
$0
$0
Contract Specialties:
Heavy duty metal shelving, floor drain, ex-
haust fan system, Mop sink
7.0
Work Shop Alcove
NONE
$0
$0
$
Subtotal
$0
$0
$
Contract Specialties:
peg board, tool storage racks, built-in bench
and storage cabinets
8.01
Air Fill Room
NONE
$0
$0
$0
Contract Specialties:
Air fill equipment
Subtotal $0
$0
$0
9.0
Special Project Room
NONE
$0
$0
$0
Contract Specialties:
Subtotal $0
$0
$0
III -38 1 C— Replacement of Fire Station 57 at the Marin County C v c Center
FURNISHINGS BUDGET LIST
Furnishings
General
Owner
Owner
B.
Contract
Provided,
Provided,
B. Task Chair (3@500)
$0
Contractor
Owner
C. Modular Workstations (3@2500)
$0
Installed
Installed
Contract Specialties:
fixtures and accessories
App Bay/Support Subtotal $0 $0 $0
STATION - FIREFIGHTER OFFICES
11.0 Station Public Lobby
A.
isitor Chairs (2@500) $0 $0 $1,000
B.
ide Table $0 $0 $400
Subtotal $0 $0 $1,400
Contract Specialties:
Contract Specialties:
fixtures and accessories
13.0 Firefighter Station Office
A. File Cabinets (4@500)
$0
$0
$2,000
B. Task Chair (3@500)
$0
$0
$1,500
C. Modular Workstations (3@2500)
$0
$0
$7,500
D. Side Chair (3@500)
$0
$0
$1,500
Subtotal
$0
$0
$12,500
Contract Specialties:
Casework
Station - Firefighter Offices Subtotal $0 $0 $13,900
C — Replacement of Fire Station 57 at the Marin County Civ,c Center 1 III -39
FURNISHINGS BUDGET LIST
Furnishings
General
Owner
Owner
Contract
Provided,
Provided,
$0
$0
Contractor
Owner
$0
$0
Installed
Installed
STATION - FIREFIGHTERS QUARTERS
14. Kitchen
NONE $0 $0 $0
Subtotal $0 $0 $0
Contract Specialties:
built-in cabinets/pantries; garbage disposer
at large double sink, prep sink, stainless steel
backsplash
15.q Dining Area
A.1 Dining Table - seats 6 $0 $0 $3,000
13.1 Chairs (6@300) $0 $0 $1,800
Subtotal $0 $0 $4,800
Contract Specialties:
wall mount for TV, built-in casework, marker
board
Contract Specialties:
built-in casework, entertainment system pro-
vided by firefighters
17.01
Fitness Room
NONE
$0
$0
$0
Subtotal
$0
$0
$0
Contract Specialties:
exercise equipment provided by firefighters,
drinking fountain, mirrors, built-in casework
18. Laundry Room
NONE
$0
$0
$0
Subtotal
$0
$0
$0
Contract Specialties:
service sink, shelving
III -40 1 C — Replacement of Fire Station S7 at the Marin County Civic Center
FURNISHINGS BUDGET LIST
Furnishings
General
Owner
Owner
Contract
Provided,
Provided,
Contractor
Owner
Installed
Installed
19.01 Firefighter Bedroom
A. Beds (6@2000) $0 $0 $12,000
B.1 Nightstands (6@200) $0 $0 $1,200
Subtotal $0 $0 $13,200
Contract Specialties:
built-in lockers
Contract Specialties:
bathroom accessories
Contract Specialties:
fixtures and accessories
Firefighter Quarters Subtotal $0 $0 $25,200
Contract Specialties:
HVAC systems, fire riser systems, plumbing
systems, fire extinguisher, access ladder/
hatch
23.01 Electrical Room
NONE $0 1 $0 $0
Subtotal $0 $0 $0
Contract Specialties:
electrical panels, fire alarm panels
C - Replacement of Fire Station S7 at the Mann County Civic Center 1111-41
FURNISHINGS BUDGET LIST
Furnishings
General
Contract
Owner
Provided,
Contractor
Installed
Owner
Provided,
Owner
Installed
Contract
24.
Communications Room
NONE $0 $0
1 $0
Subtotal $0I $0I $0I
Contract Specialties:
telephone systems, security systems, alert
systems
25.q Stairs
NONE $0 $0 $0
Subtotal $0 $0 $0
Contract Specialties:
26.q Station Elevator
NONE $0 $0 $0
Subtotal $0 $0 $0
Contract Specialties:
27.1 Firefighters Pole
NONE $0 $0 $0
Subtotal $0 $0 $0
Contract Specialties:
Utility Support Subtotal 1 $0 $0 $0
III -42 1 C — Replacement of Fire Station 57 at the Marin County Civic Center
General
Owner
Owner
Contract
Provided,
Provided,
Contractor
Owner
Installed
Installed
Sub Total
$0
$0
$39,100
Furnishings Sub Total
$0
$0
$39,100
Taxes, Shipping, Installation (15%)
$0
$0$5,865
Furnishings Sub Total
$0.00
$0.00
$44,965.00
Grand Total (Furnishings)
$44,965.00
Grand Total (Equipment)
$465,950
Overall Total FIFE
$510,915
III -42 1 C — Replacement of Fire Station 57 at the Marin County Civic Center
CITY OF SAN RAFAEL__
ESSENTIAL FACILITIES STRATEGIC PLAN
C. REPLACEMENT OF FIRE STATION 57 AT THE MARIN COUNTY CIVIC CENTER
BUILDING BUDGET
This section identifies an overall construction budget based on the program areas and varying levels of
architectural finish. This section does not include equipment, furnishings and other project costs (see following
section, Overall Project Budget). The amount is based on a cost per square foot and/or unit cost estimate and
is a guideline for the Project Team in the design of the building.
f•�r ���P�r {�
BUILDING BUDGET
REPLACEMENT OFSTATION
• AT THEP'ARIN CIVIC CE
• COMPANY PROTOTYPE
EXISTING CIVIC CENTER SITE
LBUILDING BUDGET
QUANT
UNIT
BASE
COST
ADD ON
TOTAL
Type A: Simple Finishes
Apparatus Bays (3 bays)
2,900
SF
Yard Storage
36
SF
Type A Total Area:
2,936
SF
$475
($10)
$1,365,240
30%
QUANT
UNIT
BASE
COST
ADD ON
TOTAL
Type B: Standard Office Type Finishes
Turnout Gear Room
224
SF
Janitor Room
48
SF
Station Lobby
72
SF
Station Office
196
SF
Dining Area
192
SF
Day Room
224
SF
Fitness Room
528
SF
Firefighter Bedroom
825
SF
Stairs
576
SF
Firefighter Pole
32
SF
Circulation/Structure
2,279
SF
Type B Total Area:
5,196
SF
$475
$0
$2,467,863
53%
C - Replacement of Fire Station 57 at the Marin County Civic Center 1111-43
BUILDING BUDGET
III -44 1 C — Replacement of Fire Station 57 at the Marin County C vic Center
QUANT
UNIT
BASE
COST
ADD ON
TOTAL
Type C. Intense Finish Systems
Central Medical Storage
80
SF
Medical Clean Up
72
SF
Work Shop Alcove
120
SF
Air Room
240
SF
Special Project Room
80
SF
Restroom
64
SF
Station Public Restroom
64
SF
Kitchen
248
SF
Laundry Room
96
SF
Firefighter Bathroom ADA
72
SF
Firefighter Bathroom
126
SF
Station Elevator
240
SF
Type C Total Area:
1,502
SF
$475
$50
$788,550
15
QUANT
UNIT
BASE
COST
ADD ON
TOTAL
Type D: Service Room Finishes
Mechanical Room
80
SF
Electrical Room
80
SF
Communications Room
80
SF
Type D Total Area:
240
SF
$47S
($5)
$112,800
2%
A. Fire Station 53/57 Square Footage Total.
9,874
$4,734,453
adjusted cost per square foot:
$480
III -44 1 C — Replacement of Fire Station 57 at the Marin County C vic Center
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
C. REPLACEMENT OF FIRE STATION 57 AT THE MARIN COUNTY CIVIC CENTER
OVERALL PROJECT BUDGET
This section identifies an overall project budget based on the following items:
• Building and Site Construction Costs w/ Equipment and Furnishings,
• Design and other Related Fees,
• Administrative, Permit, Bidding Costs, and
• Project Contingencies.
L �
€.,K
.i�'. � .tea►.
OVERALL PROJECT BUDGET
OFSTATION
[TWO COMPANY PROTOTYPE
[EXISTING
CIVIC CENTER SITE
[OVERALL ..•
A. Construction with Contingencies and Escalation
QUANT
UNIT
Cost per Unit
Total
Notes
Fire Station
Refer to construction
Fire Station No. 53/57
1
LS
$4,734,453
$4,734,453
budget detail
Utility, Grading and
On -Site Improvements
Drainage, Paving, Fences
(Civic Center Site)
34700
SF
$25
$867,500
and Gates, Landscaping.
Storage Building(NIC)
0
SF
$150
$0
Storage Building - Future
Demolition of existing fire
Haz Mat Demo/Bldg. Demo
5,000
SF
$12
$60,000
station
Off -Site Improvements
1
LS
$250,000
$250,000
Allowance
Relocate to Station 53
Temporary Facilities
LS
$250,000
$0
During construction
Contractor Provided
Equipment per equipment
Specialty Equipment
1
LS
$312,750
$312,750
budget detail
Construction Subtotal:
$6,224,703
Project Allowance
Project Design Unknowns
15%
%
$6,224,703
$933,705
Allowance
Construction with Design
Unknowns Subtotal:
$7,158,408
Project Allowance
Construction Contingency
(10% of Construction)
10%
%
$7,158,408
$715,841
Allowance
Construction with Change Order
Contingency Subtotal:
$7,874,249
Project Allowance
Annual rate to midpoint of
Construction = 24 months
Project Escalation (5% per annum,
(14 months design and 20
compounded yearly)
12%
%
$7,874,249
$944,910
months construction)
Construction (Building Site, Specialty Equipment,
Contingencies, Escalation):
$8,819,159
Constructon Cost per SF of Building Area.
$418.26
C — Replacement of Fire Station S7 at the Marin County Civic Center 1 111-45
OVERALL PROJECT BUDGET
B. Design and Other Related Fees
QUANT
UNIT
Cost Per Unit
TOTAL
Notes
Design Fees (A, C, L, 5, MEP)
- BASIC ON-SITE
10%
%
$8,819,159
$881,916
A/E fees including
entitlements
Off-site/Street Improvement
Drawings
15%
%
$250,000
$37,500
Design for off site
improvements
Cost Estimating
1
LS
$25,000
$25,000
Estimate for each phase
of development
Boundary and Topographic Surveys
1
LS
$25,000
$25,000
Includes recording map
Erosion Control Plan
1
LS
$7,500
$7,500
Per Bldg Department
Requirements
Waterproofing Consultant
1
LS
$12,500
$12,500
Consultant to City
Lighting Designer
1
LS
$12,500
$12,500
Optional
Head In Data, Phone, Response,
Security, AV Consultant
1
LS
$75,000
$75,000
Consultant to City or Arch.
LEED Documentation
1
LS
$100,000
$100,000
Energy Modeling, LEED
submittal and Tracking
Construction Management
(5% of construction value)
5%
%
$8,819,159
$440,958
Day to day management
during construction
Geotechnical Investigation
1
LS
$30,000
$30,000
Includes geohazards
report
Haz Mat Study (Ground and
(E) buildings)
1
LS
$15,000
$15,000
Study only
Environmental (CEQA)
Documentation
1
LS
1 $50,000
$50,000
Assume Neg Dec.
Commissioning
1
LS
$50,000
$50,000
As Required for LEED Gold
Continuous Inspection, Testing
During Construction
1
LS
$75,000
$75,000
Allowance
Subtotal Design Fees:
$1,837,874
Fee Contingency (5% of total Fees)
5%
%
$1,837,874
$91,894
Allowance
Reimbursables (5% of total Fees)
5%
%
$1,837,874
$91,894
Project Allowance
Total Design and Other Related Fees:
$2,021,661
III -46 ' C — Replacement of Fire Station 57 at the Marin County Civic Center
C. Administrative, Permit and Bidding Costs
QUANT
UNIT
Cost Per Unit
Total
Notes
Administration Costs
-
LS
$200,000
$0
Assume none charged to
project
Legal Fees
1
LS
$120,000
$120,000
Allowance
Building Permit Costs
1%
%
$8,819,159
$88,192
Per Building Department
Plan Check Fees
0.5%
%
$8,819,159
$44,096
Per Building Department
SWPP Fees (State Board Compliance)
1
LS
$5,000
$5,000
Allowance
Planning/Environmental
Review Fees
1
LS
$40,000
$40,000
Allowance
Temporary Storage Costs
0
LS
$25,000
$0
Assume none required
Public Art
1
LS
$30,000
$30,000
Allowance
Specialty Equipment
1
LS
$153,200
$153,200
Owner provided
Equipment
Furnishings
1
LS
$44,965
$44,965
Refer to furnishings
budget detail
Bidding/Printing
(noticing, blueprints, etc.)
1
LS
$10,000
$10,000
Allowance
Moving Costs (one move)
1
LS
$15,000
$15,000
Allowance
Utility Fees - (PG&E, sewer, water,
telecom, other)
1
LS
$250,000
$250,000
Allowance
Subtotal Administrative Costs:
$800,452
Administrative Cost Contingency
(5% of total Fees)
5%
1 %
1 $800,452
$40,023
Allowance
Total Administrative, Permit and Bidding Costs:
$840,475
Division Totals:
Total
Notes
A. Construction with Contingencies and Escalation
$8,819,159
B. Design and Other Related Fees
$2,021,661
C. Administrative, Permit and Bidding Costs
$840,475
Overall Project Budget:
$11,681,295
Project Cost Per SF (9,889 SF) :
$1,183.10
Exclusions:
1. Program Level Bond Management Fees
C - Replacement of Fire Station 57 at the Marin County Civic Center 1111-47
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
C. REPLACEMENT OF FIRE STATION 57 AT THE MARIN COUNTY CIVIC CENTER
SITE ARRANGEMENT DIAGRAMS
These studies graphically illustrate the initial arrangement concepts developed through discussion with the
Project Design Team. Considerations in each scheme include:
• Circulation to and from site,
• Visitor parking and pedestrian access,
• Site operations adjacencies and activities, and
• City of San Rafael planning ordinances
►� ,r. ry IIIA
ix
.-
U-
� \
\ z ��
;6E- .\\.
3f v]
0A
2
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRAI EGIC PLAN
ki.Mwr
D. TWO COMPANY PROTOTYPICAL COMPONENT DIAGRAMS
Component diagram use space standards and expand them into room diagrams that graphically illustrate the
equipment and furniture arrangements in each required space and are used to determine the room area
requirements. Considerations include:
• Number of staff to occupy the space at any given time,
• Equipment size and operating clearances,
• Circulation within the space, and
• Furniture layout for efficient space use.
8('
STATION - APPARATUS BAY/APPARATUS BAY SUPPORT
Q
0
N
0 0
FRONT APRON bo bo
LO
I
♦
14'x14' SECTIONAL
FOUR -FOLD APPARATUS
BAY DOORS, TYP.
TRUCK (CROSS STAFF)
TRENCH DRAIN, TYP.
FIRE ENGINE 10'x31'
MEDIC 10'x26'
50'-0"
APPARATUS BAY (2,900 S.F.)
SCALE: 1/16"=V-0"
14'x14' SECTIONAL
OVERHEAD APPARATUS
BAY DOORS, TYP.
REAR APRON
D -- Two Company Prototypical Component Diagrams 1 III -49
STATION - APPARATUS BAY/APPARATUS BAY SUPPORT
0
o.
8'-0"
r r
BACKBOARD
STORAGE
COUNTER w/ LOCKED MEDICAL
SUPPLY STORAGE CABINETS
14" DEEP FULL HT. STORAGE
CENTRAL MEDICAL SUPPLY STORAGE (80 S.F.
SCALE: 1/8"=1'-0"
8'-0"
r r
BACKBOARD WASH DOWN AREA
COUNTER w/ STORAGE CABINETS
DRYING RACK ABOVE
S.S. CLEAN-UP SINK w/ DRAIN
BOARD, HANDS FREE &
EMERGENCY EYE WASH
ABOVE SINK
MEDICAL CLEAN UP (72 S.F.)
SCALE: 1/B"=1'-0"
III -50 1 D —Two Company Prototypical Component D agrams
STATION - APPARATUS BAY/APPARATUS BAY SUPPORT
0
v
YARD STORAGE (36 S.F.)
SCALE: 1/8"=1'-0"
t
0
16-0"
r
HEAVY DUTY
STORAGE/SHELVING
COMPRESSOR
HOOKS FOR SITE
MAINTENANCE EQUIPMENT
i
u,
�o
a
0
v
YARD STORAGE (36 S.F.)
SCALE: 1/8"=1'-0"
t
0
16-0"
r
HEAVY DUTY
STORAGE/SHELVING
COMPRESSOR
HOOKS FOR SITE
MAINTENANCE EQUIPMENT
i
TURNOUT GEAR ROOM (224 S.F.)
SCALE: 1/8"=V-0"
12" W x 12" D (4 STACKS)
WILD LAND
GEAR BAG STORAGE
(20) 24" W x 24" D
TURNOUT LOCKERS
HEAVY DUTY
SHELVING ABOVE
D — Two Company Prototypical Component Diagrams 1 III -51
u,
a
TURNOUT GEAR ROOM (224 S.F.)
SCALE: 1/8"=V-0"
12" W x 12" D (4 STACKS)
WILD LAND
GEAR BAG STORAGE
(20) 24" W x 24" D
TURNOUT LOCKERS
HEAVY DUTY
SHELVING ABOVE
D — Two Company Prototypical Component Diagrams 1 III -51
STATION - APPARATUS BAY/APPARATUS BAY SUPPORT
6'-0"
MOP RACK
MOP SINK
00 4 JANITORIAL SUPPLIES
STORAGE SHELF
JANITOR ROOM (48 S.F.)
SCALE: 1/8"=1'-0"
30'-0"
STORAGE CABINET
MOBILE HOSE PEG BOARD
STORAGE RACK
—--+�----+------------ —
9 L JL
J4
FREE STANDING SINK TOOL VISE WORK SPACE w/ AIR
SOLVENTTANK CHEST QUICK DISCONNECTS
WORKSHOP ALCOVE (120 S.F
SCALE: 1/8"=V-0"
III -52 1 D Two Company Prototypical Component Diagrams
STATION - APPARATUS BAY/APPARATUS BAY SUPPORT
20'-0"
1
0
bo
i
0
ao
AIR ROOM (240 S.F.)
SCALE'
r
FULL HEIGHT
STORAGE
SPECIAL PROJECT ROOM (80 S.F.)
SCALE: 1/8"=V-9'
RESTROOM (64 S.F.)
SCALE: 1/8"=V-0"
D -Two Company Prototypical Component Diagrams 1111-53
CONTAINMENT FILL STATION
(2 POSITIONS)
---- i
J
SMALL OXYGEN
!
—_
BOTTLE STORAGE
r
i
PIPE FOR HOSE
COMPRESSOR
�'
ATTACHMENT
ROOM
FILL ROOM
\�
OXYGEN
CASCADE BOTTLES
AIR ROOM (240 S.F.)
SCALE'
r
FULL HEIGHT
STORAGE
SPECIAL PROJECT ROOM (80 S.F.)
SCALE: 1/8"=V-9'
RESTROOM (64 S.F.)
SCALE: 1/8"=V-0"
D -Two Company Prototypical Component Diagrams 1111-53
STATION - FIREFIGHTER OFFICES
TO ACCESSIBLE
UNISEX
RESTROOM
TO STATION'S
OFFICE
4 -
12'-0"
TO EXTERIOR
STATION PUBLIC LOBBY (72 S.F.
SCALE: 1/8"=1'0-'
8'-0"
0
4 -
. 1 ,
Co L -4 -
0
TO STATION
PUBLIC LOBBY
+32" HIGH COUNTER
+42" HIGH COUNTER
STATION PUBLIC RESTROOM (64 S.F.)
SCALE: 1/8"=1'-0"
III -54 I D—Two Company Prototypical Component Diagrams
STATION - FIREFIGHTER OFFICES
i
UPPER
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r
CAPTAIN'S
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MONITOR
4
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J
�i
LF
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v
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SCALE: 3/16"=1'-0"
UPPER STORAGE
PRINTER/FAX/
COPIER
RECEPTION
COUNTER (36" HIGH)
RECEPTION
COUNTER (42" HIGH)
D Two Company Prototypical Component Diagrams 1 III -55
STATION - FIREFIGHTER TRAINING AREA
30'-0"
i
TO PROJECTION SCREEN
LOBBY MARKER BOARD
r T—
h -Tf- d -- rr-h -,F-d- h
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10'-0"
TRAINING CLASSROOM (1,050 S.F.)
TRAINING STORAGE (80 S.F.)
SCALE: 1 /8"=1'-0"
III -56 1 D- Two Company Prototypical Component D agrams
T,
OUT
STATION - FIREFIGHTER QUARTERS
16-0"
BASE & UPPER
CABINET STORAGE 8'-0
b ° RANGE w1 2'-0" 4'-0" 2'0"
iW GRILL HOOD
- M PREP. SINK @ \
4 0� � . 34' HT. ISLAND (4) FULL HT.
I -J r— TRASH 4 PANTRY
REFBi L STORAGE
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REF A
FRV'NG #
\ anER
4' 0" 4'-0" PANTRY (40 S.F.)
SCALE: 1 /8"=1' 0"
MIN.CLR. MIN.CLR.
KITCHEN (208 S.F.)
SCALE: 1/8"=1' 0"
16 t]'.
r�
r,4
DINING AREA (192 S.F.)
SCALE: 1/&'=i' d' 16'-0"
RECLINER
CHAIRS, TYP.
ENTERTAINMENT
L }� CENTER
DAYROOM (224 S.F.)\
SCALE:
D–Two Company Prototypical Component Diagrams 1111-57
STATION - FIREFIGHTER QUARTERS
0
4
N
N
r
24'-0"
10'-0"
TO EXTERIOR
4
I
DUAL CABLE
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I
I
------------J
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(PLAT BENCH Lit
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----------LI
11
SQUATRACK
PULL UP RIG
FITNESS ROOM (528 S.F.)
SCALE: 1/8"=V-0"
III -58 1 D —Two Company Prototypical Component Diagrams
3 -TIER
DUMBBELL
RACK
FREE
WEIGHTS
WALL MOUNT
TV
STATION - FIREFIGHTER QUARTERS
0
0
1
UTILITY SINK
MOP HOOKS
FOLDING COUNTER
w/ STORAGE CABINET
FULL HEIGHT
STORAGE CABINET
LAUNDRY ROOM (96 S.F.)
SCALE: 1/8"= 1' 0"
r! (4) 30"x30" LOCKERS
r
(3) DRAWERS
UNDER BED
FIREFIGHTER BEDROOM - 6 (825 S.F.)
SCALE: 1/8"=1' 0"
D—Two Company Prototypical Component Diagrams 1111-59
STATION - FIREFIGHTER QUARTERS
30" 36"
MIN. MIN.
FIREFIGHTER BATHROOM ADA (72 S.F
SCALE: 1/8"=V-0"
FIREFIGHTER BATHROOM (2) (126 S.F.
SCALE: 1/8'=V-0"
III -60 1 D —Two Company Prototypical Component Diagrams
STATION - UTILITY SUPPORT SPACE
10'-0"
FIRE SPRINKLER
RISER
CT TANKLESS WATER HEATER
w/ RECIRCULATING PUMP
4
HVAC
EQUIPMENT
0
M
0
50
MECHANICAL ROOM (80 S.F.)
SCALE: 1/8"=V-0"
'-0"
FIRE ALARM PANEL
SUB PANEL
MAIN SERVICE
PANEL
ELECTRICAL ROOM (80 S.F.)
SCALE: 1/8"=1'-0"
PHONE BOARD
EQUIPMENT RACK
SUB PANEL
COMMUNICATIONS ROOM (80 S -F.)
SCALE: 1/8"=V-0"
D—Two Company Prototypical Component Diagrams 1 III -61
DRAFT 7/20/15
EXISTING FACILITY CONDITION ASSESSMENTS
FIRE STATION 52 — 210 3RD STREET
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
Fire Station 52 is located at the corner of 3`d and Union Streets and
serves a portion of the city east of Highway 101 and provides backup
for Fire Stations 51, 54, 55, and 57. Fire Station 52 was originally
built in 1957 and is the smallest of San Rafael's fire stations at
approximately 2,982 square feet. In addition to the station building,
the site also features training facilities such as a five -story drill tower
and an approximately 1,000 -square -foot modular classroom.
The station is wood -framed construction and the facility was
designed with the apparatus room constructed on the eastern side
of the living quarters. The station lacks adequate insulation and has
inadequate space, worn finishes, and poor ventilation/air
conditioning, especially in the dormitory. The apparatus bay size is
inadequate for modern apparatus and equipment. Fire Station 52's
life safety issues include the lack of a fire suppression system (e.g.,
sprinklers), insufficient exhaust from the apparatus bays, and
inadequate building access as required by Americans with
Disabilities Act (ADA) codes. The station lacks an appropriate area for decontamination as well as space for storage
of hazardous materials, such as chemicals used for firefighting or toxic substances cleaned up in the community
and waiting proper disposal. In addition to obsolete seismic and building systems, the fire station layout lacks
spaces necessary to support a modern work force. Spaces lacking but required for firefighter safety include
dedicate turnout storage, medical clean up, medical supply storage, and a dedicated fitness room. The station also
lack privacy necessary to support a diverse workforce including private sleeping and bathing facilities for female
firefighters.
The department's training tower shows severe dry rot and water damage. Structurally, the drill tower is in a state
of disrepair as the floor slab is lower than the level of the surrounding grade, and no floor drains were included in
the design to handle the resulting ponding. Water damage to floor and wall panels can be seen throughout the
tower. Recommendations include the complete replacement of facilities, including the training tower. Primary
deficiencies include:
The station is seismically unsafe in the event of a major event. Fire Station 52 has significant dry rot damage,
differential settlement of perimeter walls, and seismic cracking.
The fire station layout lacks spaces necessary to support a modern work force.
Apparatus bay size is inadequate for today's apparatus and equipment.
Similar to Fire Station 51, much of the plumbing is original, is constantly under repair, and has passed its useful
life span.
E — Existing Facility Condition Assessments 111-62
CITY OF SAN RAFAEL DRAFT 7/20/15
{ ESSENTIAL FACILITIES STRATEGIC PLAN
This site offers a prime opportunity to bring a medic company closer to the freeway and the facility is
proposed to house an engine company, truck and medic company. It is more cost effective to build a new
facility rather than adapt this one to accommodate these uses.
Supporting documents used to prepare this recommendation include:
Basis of Design Narrative — Fire Station 52. Prepared by Interface Engineering, June 22, 2015
San Rafael Facilities Master Plan —Structural Assessment. Prepared by Cornerstone Engineering, June 23,2015
FIRE STATION 57 — 3530 CIVIC CENTER DRIVE
Fire Station 57 is located across the street from the Marin County Civic Center and serves the portion of San Rafael
north of the hill and east of Highway 101. Fire Station 57 was constructed in 1978 in the shadow of Frank Lloyd
Wright's Civic Center and this approximately 3,801 -square -foot facility sits on a large parcel of land owned by the
County. The building is a wood -framed structure and suffers from outdated electrical and mechanical systems. It
lacks adequate insulation and has inadequate space, worn finishes, and poor ventilation/air conditioning,
especially in the dormitory. The apparatus bay size is inadequate for modern apparatus and equipment. Fire
Station 57's life safety issues include the lack of a fire suppression system (e.g., sprinklers), insufficient exhaust
from the apparatus bays, and inadequate building access as required by ADA codes. The fire station layout lacks
spaces necessary to support a modern work force. Spaces lacking but required for firefighter safety include
dedicate turnout storage, medical clean up and medical supply storage, and a dedicated fitness room. The station
also lack privacy necessary to support a diverse workforce including private sleeping and bathing facilities for
female firefighters.
Fire Station 57's seismic condition has been rated as "poor" in the City's 2003 assessment, meaning that there is a
significant risk of damage or even collapse in the event of a major earthquake. At 37 years old, this is the second -
newest fire station in the City; however, the condition and configuration of Fire Station 57 is sufficiently
inadequate to require a rebuild rather than retrofit.
This station as structurally designed (cantilevered wall -framing) has not been allowed by the building code for
over 20 years. The entire apparatus bay seismic system is based on this design and would need to be
completely replaced at 235 percent greater forces that the original design. In addition the apparatus bay size is
inadequate for today's apparatus and equipment.
Similar to Fire Stations 54 and 55, much of the plumbing is original, constantly under repair, and has passed its
useful life span.
The fire station layout lacks spaces necessary to support a modern work force.
The building suffers from outdated electrical and mechanical systems which are past their useful lifespan.
Due to the 2003 seismic rating as "poor" and to the severity of the outdated systems this facility was not studied in
further detail through this strategic plan. The original study provided sufficient data to develop a recommendation
for this station.
III -63 1 E — Existing Facility Condition Assessments
I
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
APPENDIX
San Rafael Strategic Plan Tier 1 - Fire Station No. 52
Structural Review and Conditional Assessment
Prepared by Cornerstone Structural Engineering Group
Dated: lune 23, 2015
Basis of Design Narrative - Fire Station 52
City of San Rafael - Essential Facilities Strategic Plan
MEP Review and Conditional Assessment
Prepared by Interface Engineering
Dated: June 22, 2015
� �ILA LILI
,
CORNERSTONE
structural
engineeling
group
San Rafael Strategic Plan Tier 1 - Fire Station No. 52
City of San Rafael
San Francisco, CA
Structural Review and Conditional Assessment FINAL DRAFT
June 23, 2015
M-
OF SAN RAFAEL
ZIC' THJRD ST.
,tea
Structural Engineering • Construction Services • Engineering Solutions • Project Management
40 Federal Street tel (415) 369-9100
San Francisco, CA 94107 fax (415) 369-9101
CORNERSTONE
structural
AM engineering
group
June 23, 2015
2015014.11
Mary McGrath Architects
505 17th Street, 2nd Floor
Oakland, CA 94612
Attention: Mary McGrath
Subject: San Rafael Strategic Plan - Fire Station No. 52
Tier 1 Structural Assessment of Public Safety Facilities
San Rafael, CA
Dear Mary
Cornerstone Structural Engineering Group would like to present this initial structural assessment
report for the subject project. In accordance with our proposal, we have performed a structural
review and seismic risk assessment for the existing Fire Station Building No 52 in San Rafael. This
report contains the evaluations of the one-story wood frame building with shear walls originally
constructed in 1957.
We completed a site visit in March 2015, and have reviewed the available structural plans. This
review includes a Tier 1 ASCE 31 seismic evaluation for Immediate Occupancy in addition to a
conditional assessment of the buildings. The Tier 1 assessment includes a general review of the
vertical and lateral systems of the structures.
The following report describes the findings of our structural review and seismic risk assessment for
the buildings. We have included information on the performance of the buildings in a code -
level earthquake.
Sincerely,
C RNERSTONE STRUCTURAL
EN INE G G C.
Thomas L. Swayze, S.E.
Principal
40 Federal Street tel (415) 369-9100
San Francisco, CA 94107 fax (415) 369-9101
CORNERSTONE
structural engineering group
TABLE OF CONTENTS
PART1: INTRODUCTION...............................................................................................................................2
PART 2: SEISMIC PERFORMANCE EVALUATION.........................................................................................2
2.1 Methodology........................................................................................................................................2
2.2 Performance Level..............................................................................................................................3
2.3 Seismic Source......................................................................................................................................3
2.4 Liquefaction, Landslide, and other Geologic Hazard..................................................................4
PART 3: STRUCTURAL EVALUATION............................................................................................................. 4
3.1
Evaluation.............................................................................................................................................4
3.2
Documentation....................................................................................................................................5
3.3
Vertical Load System..........................................................................................................................5
3.4
Lateral Load System............................................................................................................................5
3.5
Conditional Review.............................................................................................................................5
3.6
Seismic Evaluation Findings...............................................................................................................5
PART 4: CONCLUSION AND RECOMMENDATIONS...................................................................................5
4.1 Expected Performance......................................................................................................................6
4.2 General Recommendation for Conditional Issues........................................................................6
4.3 Seismic Recommendations...............................................................................................................6
PART 5: APPENDIX - PHOTOS......................................................................................................................8
San Rafael Facilities Master Plan- Structural Assessment
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PART 1: INTRODUCTION
The following represents a general structural conditional and seismic assessment of the existing
Fire Station No. 52 located in San Rafael, California. Fire station 52 is a single story wood framed
structure constructed on conventional spread footings on a sloping site in downtown San Rafael
constructed on a knoll. There are two apparatus bays within the station. The apparatus bay has
been modified from a drive through bay to eliminate the frontage road access on 3rd Street.
That access has been blocked with a retaining wall to address the grade differential. The original
construction is from 1957.
Figure 1: Station 52
A site visit was performed on March 19, 2015 to observe the existing structural conditions of the
fire station building.
The report conclusions are limited by the availability of as -built construction documents and by
the level of access possible for the observation of the building. This report describes the findings
of our structural review, and provides recommendations for seismic upgrade and conditional
structural repairs as applicable.
PART 2: SEISMIC PERFORMANCE EVALUATION
2.1 Methodology
The potential damage to a structure in an earthquake can be evaluated provided that,
(1) seismic hazards which affect the structure and site can be estimated and, (2) the
vulnerability of the structure to those hazards are known or can be estimated.
Seismicity of the fire station was determined using the United States Geologic Survey
(USGS) web based Seismic Hazard Curves, Response Parameters and Design Parameters
program. Seismic short period Ss and one second Si response acceleration parameters
were obtained using latitude and longitude coordinates of the fire station location.
Seismic evaluations of the buildings were conducted using the ASCE 31-03 - Seismic
Evaluation of Existing Buildings. The ASCE 31 provides a three -tiered process for seismic
evaluation of existing buildings based on building type and the level of seismicity for the
building location. The Tier 1 study is an initial checklist evaluation of structural, non-
structural and foundation/geologic hazard elements of a building and site conditions
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that is intended to screen for potential seismic deficiencies. Tiers 2 and 3 studies are
more in-depth analysis procedures for a building or component that is identified by the
Tier 1 screening process as structurally deficient.
This assessment of the fire station buildings utilizes the Tier 1 screening procedure to
identify deficiencies as possible with the information available.
2.2 Performance Level
ASCE 31 evaluation of a building can be performed for either Life Safety (LS) or
Immediate Occupancy (10) performance level.
ASCE 31 generalizes the two performance levels as follows:
• LS Performance Level: At least some margin against either partial or total
collapse remains, and that the overall risk of life-threatening injury as a result of
structural damage is expected to be low.
• 10 Performance Level: After an earthquake, the basic vertical and lateral force -
resisting systems retain nearly all of their pre -earthquake strength, very limited
damage to structural and non-structural components has occurred and that
critical parts of the building are habitable.
The fire station building was evaluated using the Immediate Occupancy (10)
performance level criteria.
2.3 Seismic Source
The general seismicity in the San Francisco Bay Area is influenced by several known
faults, their potential faulting length, and relative orientation. The San Andreas Fault
system, which separates the North American plate from the Pacific plate, is located
approximately 15km west of the fire station. Other known, nearest -site faults with
recorded activity, such as the Hayward Fault are listed in Table 1.
Recent earthquakes in Southern and Central California - namely Coalinga, Whittier
Narrows, and Northridge - have occurred along blind -thrust faults. These faults do not
have readily identifiable surface features and are not extensively mapped. The potential
for strong -ground motion to occur due to blind -thrust faulting in Northern California is
somewhat in doubt. However, a moderate to large earthquake centered even closer to
the site cannot be completely ruled out.
Distance (km)
San Andreas Fault
San Gregorio Fault
Hayward Fault
[Type A]
[Type B]
[Type A]
Estimated MCE (Mw)
7.1
7.2
6.4
Station 52
15.5
16.7
13.0
Table 1: Active Near Source Faults
Based on the 2008 USGS mapping, the 475 -year peak ground acceleration (PGA) for the
site is 0.500g. The 475 -year earthquake is the design basis for a standard structure in the
California Building Code (CBC) and is based on a 10 percent probability of exceedance
within a 50 year time frame.
The calculated site specific SDs and SDI response acceleration parameters for the fire
station are 0.90 and 0.96 respectively and use a site soil classification E per USGS Soil Type
and Shaking Hazard in the San Francisco Bay Area Map. Based on SDs and SDI values,
ASCE 31 categorizes the seismicity of the fire station as 'High.'
San Rafael Facilities Master Plan- Structural Assessment
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2.4 Liquefaction, Landslide, and other Geologic Hazard
Currently published California Geological Survey (CGS) liquefaction hazard zone maps
do not include this part of California yet. According to the Association of Bay Area
Governments Earthquake Liquefaction Susceptibility maps, the fire station is located
within a 'Very High' zone for liquefaction, see Figure 5. Liquefaction is the loss of bearing
strength of saturated, cohesionless soils under strong ground motions, which can cause
building settlement by consolidation of soils susceptible to liquefaction. Based on the
hazard maps and a cursory knowledge of the soils in the area, the potential for
liquefaction due to strong ground motions at station 52 is considered to be high.
The building is situated on various kinds of sites within a developed area. The potential
for seismically induced landslide is therefore considered to be minimal. Currently
published CGS maps for landslide vulnerability do not include this area yet.
e
Static
Lwksp-
Figure 2: Association of Bay Area Governments Earthquake
Liquefaction Susceptibility Map - Very High (Maroon)
The fire station is not located within a Special Study Zone as defined by the Alquist-Priolo
Earthquake Fault Zoning Act. The potential for surface fault rupture is considered to be
low.
It should be noted that a more thorough explanation of site seismicity, liquefaction and
specific faulting hazards should be provided by a geotechnical engineer. The
conclusions above rely on general USGS & CGS published data for the San Francisco Bay
Area.
PART 3: STRUCTURAL EVALUATION
3.1 Evaluation
An ASCE 31 Tier 1 seismic evaluation of the fire station was performed using the
Immediate Occupancy performance level. The building was evaluated for Basic
Structural (Sec. 3.7), Supplemental Structural (Sec. 3.7S) and Geologic Site Hazard and
Foundation (Sec. 3.8) checklists. This report does not evaluate the buildings for the
Nonstructural (Sec. 3.9) checklist, which is typically performed by an Architect or other
qualified professional.
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structural engineering group
3.2 Documentation
• The architectural, structural and electrical construction drawings for the fire
station building by Eugene E. Crawford from San Rafael. Sheets 1-8 of 9. Drawings
dated March 4, 1957.
The information provided within this report regarding the buildings is based on field
observation and review of available as -built drawings.
3.3 Vertical Load Systems
The apparatus bay high roof is essentially flat and is constructed of 2x (tongue in
groove) TSG straight planks spanning between 5 1/8 inch glulam purlins spanning
30 feet at 7.5 feet spacing. The low flat roof over the living quarters consists of 1 x
diagonal sheathing over 2x wood joists at 16 inches supported in turn by 4x10
girders and interior wood framed bearing walls. The wall construction consists of
typical wood framed bearing walls with conventional spread footing foundations.
The apparatus bay slab on grade is 5'/2 inches thick and the living quarters slab is
3'/2 inches thick.
3.4 Lateral Load System
Lateral loads acting on the fire station building result from either wind pressure or
earthquake -induced inertia forces acting on structural and non-structural elements.
Lateral loads acting on the structure are transferred through flexible roof and floor
diaphragms to the primary lateral -force resisting system of the structure. The primary
lateral -force resisting systems consist of the following systems:
• Apparatus bay roof and low roof diaphragms are constructed of straight T&G
sheathing and lx diagonally sheathed diaphragms respectively spanning
horizontally to conventional plywood sheathed wood shear walls which transfer
lateral loads down to the continuous concrete spread footings through cast -in-
place anchor bolts and tie -down rods.
3.5 Conditional Review
Based on our review, the fire station building appears to be in general compliance with
the codes and standard construction practices in effect at the time of their construction.
The exterior, interior, and portions of the roof of the fire station were observed during the
site visit on March 19, 2015. Based on our cursory observations, the building appears to
be in overall good condition, except for the following specific conditions as noted (see
Appendix for photos referenced):
• Station appears to be in good physical condition and has been fairly well
maintained
• Although the training tower was not slated for evaluation, it should be noted that
dry rot damage is evident at in many locations and failure of the stucco system is
evident throughout. (See Photo 4)
3.6 Seismic Evaluation Findings
Based on the ASCE 31 Tier 1 review, the following items are of significance for the
performance of the building when subjected to strong ground motions during an
earthquake.
Positive Features
• Low rise wood framed structures are re',atively lightweight and historically perform
well in seismic events.
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• Building walls are sheathed with plywood and have positive hold-down
anchorage in some locations.
Negative Features
• Project site is located within an identified liquefaction zone and there are no
special provisions in the foundation system.
• The apparatus bays have inadequate shear walls in the transverse direction.
• Apparatus bay glulams are unbraced laterally at posts within clerestory windows.
• Apparatus bay roof is at higher elevation than the office area and is not tied
adequately to the low roof diaphragm.
• The low roof utilizes 1 x diagonal sheathing for the roof diaphragm; the apparatus
bay roof uses straight 2x T&G sheathing. Neither of these systems is considered a
favorable roof diaphragm for essential services facilities.
• There exists a split-level diaphragm between the high roof and the low roof
above the offices and other areas. This effectively splits the building in multiple
parts and presents vulnerability for separation at this joint where the roof step
occurs.
• There is a lack of roof to wall ties at re-entrant corners.
PART 4: CONCLUSION AND RECOMMENDATIONS
4.1 Expected Performance
Findings within this report provide a general structural conditional and seismic assessment
of the existing building of the San Rafael Fire Station No. 52 located at 210 3rd Street in
San Rafael, CA. Our evaluation concludes that the buildings fail to meet full compliance
for ASCE 31 Tier 1 Immediate Occupancy performance criteria.
The following structural relative performance descriptions are based on our professional
engineering judgment and experience, and are not part of the ASCE 31 Tier 1 checklist.
These descriptions are included to provide a general estimation of seismic performance
of the structure, based on component evaluations provided by the Tier 1 evaluation
procedure. We expect the building to perform as follows:
• The building is anticipated to perform below average in comparison to buildings
of similar construction when subjected to a design level earthquake, due to
overstressed shear walls, discontinuous shear walls, and geometric irregularities.
4.2 General Recommendation for Conditional Issues
The following recommendations are provided to address issues concerning the condition
of the existing fire station building. While none of these represent immediate life safety
issues; it is recommended that these issues be addressed in the near future to prevent
further deterioration from occurring:
• The station does not have any significant conditional issues
• The training tower should be replaced due to overall condition and
configuration.
4.3 Seismic Recommendations
The following qualitative recommendations are provided to address our opinion of the
potential remediation options for identified seismic deficiencies. These methods are
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based on our evaluations described elsewhere in this report and engineering judgment.
While the recommendations listed below do not represent any immediate concerns that
warrant facility closure, they do describe building components that are non-compliant
per the ASCE 31 Tier 1 checklist review for Immediate Occupancy performance or as
ident`fied by conditional or systemic deficiencies. We recommend these repairs and
seismic upgrades are programmed into a future project:
• Enhance the existing plywood shear walls as necessary to make up for deficient
shear capacity. Similarly enhance sill bolting connection as necessary.
• Provide a collector tie and vertical column strong -back at front and back ends of
apparatus bay along the roof plane elevation discontinuity to provide continuity
across the split-level diaphragms so that seismic load can be delivered to shear
walls as they occur.
• Sheathe both high and low roofs with new plywood
• Install new hold-downs and potentially new footing supplements at existing shear
walls at the ground floor slab/foundation level
• Provide new stability bracing at unbraced glulam beam to post connections at
clerestory windows.
• Obtain geotechnical assessment of liquefaction potential and possible mitigation
if necessary.
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PART 5: APPENDIX - PHOTOS
4
-.90
-
Photo 1: Station 52, Front View of the App Bay
0 Wid* do",
Photo 2: Station 52, Front View of the Entrance
San Rafael Facilities Master Plan- Structural Assessment
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Photo 3: Station 52, Interior of App Bay
Photo 4: Station 52, Training Tower (Not Covered in Evaluation)
am
San Rafael Facilities Master Plan- Structural Assessment Esp- AM
City of San Rafael - Essential Facilities Strategic
Plan
2015-0131
prepared for:
Mary McGrath Architects
prepared by:
Eunice Yoon, PE, LEED AP, BD+C
Jared Doescher, PE, LEED AP
Jason Lau, PE, LEED AP
Thomas de Senna, PE
June 22, 2015
f=INTERFACE
pENGINEERING
Assessment of Current City of San Rafael Essential Facilities Fire Station #52
o Mechanical Assessment
Fire Station #52 is a single story building with attached apparatus bay built in 1957. The
original boiler and base board heating system has been abandoned and upgraded in 1998
to a rooftop air handling unit. A rooftop air handling unit with gas heating and DX
cooling is now serving the building. The air handling unit is in fair condition and has
approximately 5 years remaining useful life. All distribution ductwork serving the living
quarters are on the roof of the building and may be reused. However, the new floorplan
layout for Fire station #52 increases the area by 1,500 square foot. The Toilet and Shower
room are provided with ceiling mounted exhaust fans on a dial timer switch. The exhaust
fans serving these rooms have exceeded its recommended useful life and shall be
replaced.
The Apparatus Bay portion of the building has no cooling system and has gas unit heaters
mounted close to the roof. The gas unit heaters seem to be well maintained and have
approximately 5 years of useful life. The engine exhaust duct system seems to be
working properly and well maintained. The exhaust fan for the engine exhaust system
has approximately 5 years of useful life.
o Plumbing Assessment
The existing piping systems in the building are mostly original and are nearing the end of
their service life.
The sewer lateral from the building flows to a city main in Third Street. We were unable
to verify the size or assess the condition of the underground and below slab piping. The
original design drawings indicate that the lateral may be 4".
T \2015\2015-01311Comm\Outgoing\2015-06-24 Final BOD Reports"52 Fire Station\20150624_Final BOD Report - Fire Station 52 docx
Roof drainage is by gutters and downspouts and spills to grade. Several of the
downspouts are damaged or corroded.
The building is served by a 1-1/2" water meter located in the landscape area at the south
end of the building. A backflow preventer is installed at the point of connection to the
building. Above grade piping at the point of connection to the building is galvanized
steel. We were unable to assess the condition of the underground piping. Hot water is
supplied from a gas fired water heater of unknown age. The domestic hot water system is
uncirculated.
The existing bathroom plumbing fixtures appear to have been replaced at some point, but
are not water conserving fixtures.
Natural gas service enters at the south east corner of the building. It runs overhead in the
truck bay, attached directly to the structure, and above ceiling to serve the apparatus bay
heaters, water heater, furnace, laundry dryer, and kitchen range. The piping inside of the
building appears to be in functional condition. Piping outside of the building shows signs
of corrosion.
An above ground diesel storage tank is located to the east of the truck bay entry. We were
unable to assess the operational condition of the tank.
o Electrical Assessment
Fire Station #52 is currently served by a single PG&E service. Power is derived from an
underground PG&E vault outside the fire station to a meter and main disconnect switch
located in the Apparatus Bay. The PG&E meter number is #1009498409. The main
service breaker enclosure is rated at 200A, 120/24OV, 1 -phase, 3 -wire. The main
disconnect switch feeds to a manual transfer switch, which has a power cord with a
receptacle plug to serve a portable emergency generator. The transfer switch appears to
have two output feeders that feed the following:
■ Load Center (125A, 120/24OV, 1 -phase, 3 -wire with 8 poles). Located in
Apparatus Bay. Manufacturer is by General Electric. Appears antiquated and
near end of manufacturer's recommended design life.
■ Panel "A" (225A, 120/24OV, 1 -phase, 3 -wire with 42 poles). Located in
Apparatus Bay. There are (8) single pole spares available within the panelboard.
Manufacturer is by Square D. Appears in fair condition and approximately 20
years old.
Emergency power is derived from a portable diesel -engine generator. The generator is a
Honda EB 10000 rated at 9.OkVA, 120/24OV, 1 -phase, 3 -wire with an 8 hours fuel tank
capacity at full load. The generator plugs into the receptacle cord outlet coming from the
manual transfer switch.
Existing lighting system appears to be part of the original construction in the building,
consisting of fluorescent and incandescent luminaires. Fluorescent luminaires consist of
striplights with (2)-32 watt T8 lamps in the Apparatus Bay. Incandescent and fluorescent
luminaires were located within the office and living quarters of the building. Luminaires
appeared in antiquated condition. Toggle switches controlled the majority of the
T \2015\2015-0131 Comm Outgoing\2015-06-24 Final BOD Reports 52 Fire Station\20150624 Final BOD Report - Fire Station 52 docx
luminaires. There does not appear to be automatic lighting shutoff for the building, only
contactors for control of outdoor lighting. The outdoor lighting consists of antiquated
HID floodlights.
The existing building is not supported by a fire alarm system. There are individual
battery-operated smoke detectors located within the living quarters. No smoke detectors
were observed in the Apparatus Bay Building. The new building will require an
addressable fire alarm system.
o Telecommunications Assessment
Telecommunication service for the fire station terminates to a telephone backboard
located next to the incoming distribution service equipment in the Apparatus Bay.
Security equipment and other low voltage equipment enclosures are located within the
closet and mounted on the plywood backboard.
There is a communications equipment cabinet located in the Apparatus Bay. It appears to
contain equipment serving a public address speaker system. Antenna cables are routed
out of the cabinet and up to the exterior roof.
Recommendation for New City of San Rafael Essential Facilities Fire Station #52
o HVAC System Description
Option 1: HVAC system: New VRF/HR with Fan coils to provide space heating &
coolinl?.
Commercial VRF Condensing Units: Provide 10 ton air-cooled condensing unit to be on
a pad located outdoors in close proximity to the building or on the roof. VRF units shall
provide heat recovery ability. Basis of Design is Mitsubishi CityMulti R2 units with
seacoast coating. Ductless split indoor unit with built-in condensate pump will serve to
heat and cool individual bedrooms and operable windows will provide ventilation.
Ducted fan coil unit with outdoor air connections and built-in condensate pump will serve
to condition the rest of the spaces. Temperature control will be available per each zone.
A single 10 port BC controller box will be placed indoor to connect all indoor units to the
BC controller. This BC controller will be then connected to the outdoor condensing
units. Any unused ports on the BC controller may be utilized in future for extra zoning
capabilities. See Appendix- for sample VRF outdoor unit, indoor units, and the BS
controller.
Apparatus Bay: New gas unit heaters will be provided for heating and roll up doors will
provide ventilation to the space.
Commercial Kitchen: Kitchen hood exhaust duct will rise up thru the roof to new
exhaust fan.
Residential Laundry room: Gas dryer vent duct with maximum 4" diameter up thru the
roof. Combustion air intake louvers on laundry closet door/ wall provide required
makeup air for dryer operation.
TA2015\2015-0131 iCotnrn .Outgoing\2015-06-24 Final BOD Reports\52 Fire Station\20150624 Final BOD Report - Fire Station 52 doex
Bathroom Exhaust System: Each Restroom/Shower Room shall be provided with a
ceiling mounted exhaust fan ducted through the roof for discharge.
Control System: DDC system to be provided by the VRF system manufacturer for
mechanical system control and monitoring capability.
Option 2: HVAC system: Existing rooftop cooling and heating unit with new additional
VRF system.
Utilize the existing rooftop unit to provide heating and cooling for the living quarters.
Supplement 4 tons of additional heating and cooling needs by providing air cooled
condensing units and indoor split system to satisfy the enlarged conditional space. See
Appendix for sample VRF outdoor unit, indoor units, and the BC controller.
o Plumbing System Description
Sanitary Sewer and Vent System: Provide the following:
■ Replace all existing below and above grade waste and vent piping to the point of
connection to the city sewer in Third Street.
■ New waste and vent piping to all plumbing fixtures such as water closet,
lavatory, tub/shower, kitchen sinks, washing machine, janitor mop sinks, floor
drain and sinks, indirect waste receptors, and other fixtures.
IN Pipe condensate from mechanical equipment to indirect receptors.
Storm Drainage System: Replace and relocate gutters and downspouts and correct site
grading to properly conduct storm drainage away from the building and toward site storm
drains and catch basins.
Domestic Water System:
Replace all existing above and below ground domestic water piping from the
point of connection to the water meter.
Provide new domestic CW and HW to the following:
• Bathroom fixtures (water closets, urinals, lavatories, and showers)
• Kitchen Sinks, refrigerator ice maker, and dishwasher
• Washing machine box
• Janitor mop sinks
• Trap primers(CW only) to serve floor drains
• Mechanical equipment requiring make-up water with backflow device.
• Hose bibs
T \2015\2015-01311CommlOutgoing\2015-06-24 Final BOD Reports 52 Fire Station\20150624 Final BOD Report -Fire Station 52 doex
■ Provide a reduced -pressure type backflow preventer or acceptable equivalent per
Water Department requirement.
■ Provide a new gas fired domestic water heater and circulating pump.
■ Provide irrigation water to planters as required.
Plumbing Fixtures: Provide the following:
■ Provide all new plumbing fixtures as follows:
• Water closets: Wall -hung with 1.28 gallons per flush, flush valves
• Urinals: Wall -hung with 1/8 gallon per flush, flush valve
• Private Lavatories: Wall hung or counter mounted fixture with 1.0 gpm
faucet
• Public lavatories: Wall -hung or counter -mounted fixture with 0.5 gpm
faucet
• Kitchen Sink: Stainless steel or refer to architectural for final fixture
selection. Provide with 1.5 gpm max flow faucet.
• Shower: 1.8 gpm shower head.
■ Provide interior and exterior hose bibs with vacuum breakers.
■ New floor drains and floor sinks with trap primers. Locate trap primer where
accessible or in -wall with access panel.
Natural Gas: Provide the following:
■ Replace all natural gas piping from the point of connection to the PG&E gas
meter.
■ Provide natural gas to all gas fired appliances such as heater, furnaces, water
heaters, ranges, and dryers.
Piping materials: Provide all new materials as follows:
■ Sanitary sewer (SS) and vent system: Service weight no -hub cast iron soil pipe
and fittings with standard couplings above ground and heavy weight cast iron soil
pipe and fittings with heavy-duty couplings below ground. Provide corrosion
protection for below grade piping as recommended by Geotechnical Engineer.
■ Potable domestic cold water (CW) system: Type L hard drawn copper tube
above ground; Type K hard drawn copper tube below ground.
■ Potable domestic hot water (HW) system: Type L hard drawn copper tube
aboveground.
Natural gas system:
■ Above ground: Schedule 40, A53 black steel pipe and threaded malleable iron
fittings. Galvanized steel for piping exposed to weather.
T \2015\2015-0131: Comm;Outgoing\2015-06-24 Final BOD Reports'52 Fire Station\20150624 Final BOD Report - Fire Station 52 docx
Below ground: Schedule 40, A53 black steel pipe and threaded malleable fittings 2-1/2
inches and smaller. Welded pipe 3 inches and larger. Pipe below grade wrapped with
double thickness Scotchwrap No. 51 applied over Scotchwrap pipe primer. Factory
applied epoxy coating to equivalent thickness with field wrapped or epoxied joints
approved. Alternately, Polyethylene piping with tracer wire to meet CMC.
Condensate drain system: Type M copper tube with solder joints.
o Electrical System Description
Service Capacity:
An upgraded PG&E service is recommended to serve the loads for the new remodel. The
electrical service size shall be rated at 400A, 120/208V, 3-phase, 4 -wire. This will
increase the original electrical service size and allow for additional capacity to serve new
and future loads. 3-phase mechanical loads could be accommodated with the service
upgrade. The existing PG&E meter, main disconnect switch, manual transfer switch, and
load center, and associate electrical equipment enclosures located at the Apparatus Bay
would be demolished. A new 400A, 120/208V, 3-phase, 4 -wire, main switchboard with
PG&E meter would be provided at the same location. The demolished load center would
be replaced with a new IOOA, 42 -pole, 120/208V, 3-phase, 4 -wire panelboard at the same
wall location. The existing Panel 'A' shall be replaced with a new 225A, 42 -pole,
120/208V, 3-phase, 4 -wire panelboard, and relocated to a new location with Code -
minimum 36" working clearance.
New Generator System:
A new permanent emergency generator is recommended to provide emergency power to
support the entire fire station, in lieu of the portable generator. The emergency generator
will be located outdoors in a sound attenuated, weatherproof enclosure. The emergency
generator will be rated at IOOkW/125kVA, 120/208V, 3-phase, 4 -wire, with a 100 gallon
sub -base fuel tank. Based on the size of the fuel tank, the generator can provide
approximately 8 hours runtime at 100% full load.
An automatic transfer switch shall be provided, rated at 400A, 208V, 3-phase, and
located at the same wall location at the Apparatus Bay. The automatic transfer switch
output feeder will terminate into the main switchboard.
Site Lighting:
As part of the new construction, existing exterior lighting shall be replaced with new
luminaires utilizing LED lamps. All exterior lighting will be controlled via photocell and
lighting control panel.
Interior Lighting:
New lighting shall consist of LED luminaires to comply with Title 24 requirements and
achieve energy efficiency and cost savings. Residential occupancy areas such as kitchens,
bathrooms, and bedrooms shall be provided with high -efficacy LED luminaires. Non-
residential areas shall be controlled via occupancy sensors or lighting control panel.
Residential areas shall be controlled via manual controls or vacancy sensors. D. A tap -out
TA2015\2015-013 I %comm •Outgoing\2015-06-24 Final BOD Reports •52 Fire Station\20150624 Final BOD Report - Fire Station 52.docx
6
system should be provided to serve the remodeled fire station. Upon activation, the tap -
out system shall energize lighting within the bedrooms, hallways, lobby, kitchen,
offices/work areas, and apparatus bay and de -energize kitchen equipment.
Power Distribution:
Where receptacles provided for the office areas, a controlled receptacle capable of
automatic shutoff shall be provided within 6' of each uncontrolled receptacle. AFCI
protection shall be provided for all circuits serving outlets for the kitchen, family room,
dining room, living room, bedroom, sunroom, recreation room, closets, hallways, laundry
areas, or similar rooms. GFCI receptacles shall be provided for all circuits serving
bathrooms, garages (Apparatus Bay), outdoors, kitchen countertops, within 6' of sink
edge, and laundry areas.
o Telecommunication System Description
Incoming cable terminations shall remain in the same location if the location of the
telephone backboard does not change. Otherwise, the cable terminations shall be
relocated to a new location such as a new IT room.'/4-inch by 4 -foot by 8 -foot fire rated
plywood backboards will be provided on every wall in the IT room. The IT room will
have a telecommunications ground bus bar with a #3/0 copper ground to the main
electrical panel and to building steel. Termination blocks will be wall mounted and will
cross -connect with the PBX switch and distribute dial tone throughout the facility.
Metallic 2 -gang outlet boxes with single gang adapters with 1 inch metallic
conduit/raceways to accessible ceiling space will be provided for routing and termination
of voice, data and CATV cabling. Telecom locations will be based on Owner input.
Raceway installed per ANSI/TIA/EIA-569-B standards.
Electronic card key access will be provided at identified entry doors and any site gates
that are secure. All exterior doors will be monitored via door position switches and
CCTV. A keypad with and LCD display will be provided at the main entrance for
arm/disarm operation as well as determining which doors are operational or not.
Metallic single -gang outlet boxes with ''/� -inch metallic conduit/raceways to accessible
ceiling space will be provided for routing and termination of the security/access control
cabling. Security/access control locations will be based on Owner input. Raceway
installed per ANSI/TIA/EIA-569-B standards.
The paging system will be designed to provide program distribution and all -call to
speakers throughout and provide local amplification. Coverage will be included for the
entire interior of both buildings as well as exterior areas as designated by the Owner. The
system will be required to be interfaced to the telephone system for general paging from
any telephone instrument.
One inch metallic conduit/raceways will be provided for routing and termination of the
Paging System. Speaker and volume control locations will be based on Owner input.
Raceway installed per ANSI/TIA/EIA-569-B standards.
The existing communication equipment cabinet shall be coordinated with the Owner to
determine whether it should be reused as part of the renovation.
TA2015\2015-0131%,Comm%Outgomg\2015-06-24 Final BOD Reports%52 Fire Station\20150624_Final BOD Report- Fire Station 52.docx
Electrical Appendix
Figure E1: PG&E meter pedestal, main disconnect, and load center
Figure E2: Manual Transfer Switch next to Main Meter Pedestal
T \2015\2015-01311.Comm\Outgoing\2015-06-24 Final BOD Reports 52 Fire Station\20150624 Final BOD Report - Fire Station 52.docx
I
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TA2015\2015-01311Comm',Outgang\2015-06-24 Final BOD Reports`.52 Fire Station\20150624 Final BOD Report - Fire Station 52.docx
ii
Figure E5: Communication Equipment Cabinet in Apparatus Bay
T \2015\2015-0131 Comm.Outgoing\2015-06-24 Final BOD Reports 52 Fire Station\20150624 .Final BOD Report- Fire Station 52.docx
Mechanical Appendix
T \2015\2015-013 I \Comm\Outgoing\2015-06-24 Final BOD Reports.52 Fire Station\20150624_Final BOD Report - Fire Station 52.docx
Specifications are subject to change without notice.
0 2014 Mitsubishi Electric US, Inc.
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1340 Satellite Boulevard
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www.mehvac com
FORM# PURY-131-U (-BS) - 201407
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www.mehvac com
FORM# PURY-131-U (-BS) - 201407
Specifications are subject to change without notice.
0 2014 Mitsubishi Electric US. Inc.
Job Name:
I Schedule Reference: I Date: I
INDOOR UNIT OPTION I
GENERAL FEATURES
• Dual set point functionality
• Multiple fan speed settings
• Auto fan mode
• 9-7/8" (250mm) high for low ceifing heights
• Built-in condensate lift; lifts to 27-9116" (700 mm)
• Ducted fan coil supporting multiple configurations for flexible
installation
OPTIONS
3 External Heater Adapter . CN24RELAY-KIT-CM3
Filter Box (Includes 2" MERV 13 filter),...._ ........ FBM2-4
Notes:
Specifications are subject to change without notice.
0 2014 Mitsubishi Electric US. Inc.
SPECIFICATIONS
Capacity'
Cooling .................................. .................. 36,000 Btu/h
Heating ............... .............................. ....... 40,000 Btu/h
Power
Power Source .........................208 / 230V, 1 -phase, 60Hz
Power Consumption
Cooling...........................................................0.24 kW
Heating...........................................................0.22 kW
Current
Cooling......................................................................1.50 A
Heating.. ................................ _ .................................. 1.39 A
Minimum Circuit Ampacity (MCA).................................3.32 A
Maximum Overcurrent Protection (MOCP) Fuse.............15 A
External Finish..............................Galvanized-steel Sheet
External Dimensions
Inches...............................9-7/8 H x 55-1/8 W x 28-7/8 D
mm ..... ................................ ...... 250Hx 1,400Wx732D
Net Weight.....................................................86 lbs. / 39 kg
CoilType.................................................................Cross Fin
(Aluminum Plate Fin and Copper Tube)
Fan
Type x Quantity.......................................Sirocco Fan x 2
Airflow Rate (Low-Mid-High)...................812 - 989 -1,165 CFM
External Static Pressure..... 0.14 - 0.20 - 0.28 - 0.40 - 0.60"WG
Motor Type..... •..................................... DC Motor
Air Filter...................................Polypropylene Honeycomb
Refrigerant Piping Dimensions
Liquid (High Pressure)..................3/8" / 9.52 mm (Brazed)
Gas (Low Pressure)....................5/8" / 15.88 mm (Brazed)
Drainpipe Dimension..............................O.D. 1-1/4"/ 32 mm
Sound Pressure Levels
Law-Mid-High......................................32 - 37 - 41 dB(A)
Cooling / Heating capacity indicated at the maximum value at
operation under the following conditions:
Cooling Indoor: 80• F (27° C) DB / 67' F (19• C) WB,
Cooling Indoor, Outdoor 95° F (35' C) DB
Heating I Indoor. 70' F (21' C) DB,
Heating 1 Outdoor 47' F (8° C) DB / 43° F (6` C) WB
n(T6-
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1340 Satellite Boulevard
MITSUBISHI Suwanee, GA 30024
ntertek ELECTRIC Tele: 678-376-2900 • Fax: 800-889-9904
FORM# PEFY-P36NMAU-E3 - 201402 Toll Free: 80GA33-4822
COOLING & HEATING www.mehvac.com
Specifications are subject to change without notice.
0 2014 Mitsubishi Electric US, Inc.
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FORM# PEFY-P36NMAU-E3 - 201402 Toll Free: 80GA33-4822
COOLING & HEATING www.mehvac.com
Specifications are subject to change without notice.
0 2014 Mitsubishi Electric US, Inc.
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GENERAL FEATURES
• Dual set point functionality
• Compact, lightweight, shiny -white, flat -panel design
• Quiet operation
• Multiple fan -speed settings
• Intake grille filter is easily removed for cleaning
• Wireless receiver on board
OPTIONS
N Condensate Pump .............. ........... ................ S11730-230
CN24 Relay Kit................................CN24RELAY-KIT-CM3
SPECIFICATIONS
Capacity'
Cooling ........................................ ............ 30,000 Btu/h
Heating....... • ........................................34,000 Btu/h
Power
Power Source .........................208 / 230V, 1 -phase,
60Hz
Power Consumption
710-920 CFM
Cooling ..........................................................0.07
kW
Heating..........................................................0.07
kW
Current
Cooling............................._......................................0.50
A
Heating........................... ......................................0.50
A
Minimum Circuit Ampacity (MCA).............................0.63
A
Maximum Overcurrent Protection (MOCP) Fuse
.............15 A
ExternalFinish ............................... MunsellNo.1.0Y9.2/0.2
External Dimensions
Inches..........................14-3/8 H x 46-1/16 W x 11-5/8 D
mm........................................365 H x 1,170 W x 295 D
Net Weight
Unit...........................................................46 lbs. / 21 kg
Coil Type... .... _ ...................................................Cross Fin
(Aluminum Plate Fin and Copper Tube)
Fan
Type x Quantity..................................Line
Flow Fan x 1
Airflow Rate (Low -High) .................................
710-920 CFM
Motor Type ... ........ ........................
Direct -drive DC Motor
Air Filter ..................... ...........
Polypropylene Honeycomb
Refrigerant Piping Dimensions
Liquid (High Pressure)_ ..............
. . 3/8" / 9.52 mm (Flare)
Gas (Low Pressure) ......................
5/8" / 15.88 mm (Flare)
Drainpipe Dimension..................................I.
D. 5/8" / 16 mm
Sound Pressure Levels
Low-High................................................43
- 49 dB(A)
Cooling 1 Heating capacity indicated at the maximum value at operation under the following conditions:
Cooling I Indoor: 80' F (27'C) DB /67' F (19' C) WB. Outdoor 95'F (35 C) DB
Heating i Indoor: 70' F (21' C) DB, Outdoor 47" F (8' C) DB 143' F (6 C) WB
Notes -
Specifications are subject to change without notice.
0 2013 Mitsubishi Electric US, Inc.
T. w
Unit : in(mm)
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w.]uol 1O'"'e'ne"'e0 mLiquid pipe Refrgemnl pipe: We 0 D(09,52)
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Sleeve Refrigerant pipe: 518 0.D(015 88)
IpurSaeed a=ny) lnmugn tab ®Gas pipe Flared connection: WF
4245/16 12-15116-1 }5/72
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"g'E° MITSUBISHI
3400 Lawrenceville Suwanee Rd
Intertek
. ELECTRIC Tele:anee678-376.29004 Fax: 800-889-9904
Toll Free: 800-433-4822 (#4)
FORM# PKFY-P30NKMU-E2 - 201301 COOLING & HEATI N G www.mitsubishipm.com
Specifications are subject to change without notice. — Live Better Specifications are subject to change without notice.
0 2013 Mitsubishi Electric US. Inc.
Job Name:
System Reference:
INDOOR UNIT OPTION 3
PVFY-P54NAMU-E
GENERAL FEATURES
• Multi -position design is suitable for any application requires no
additional kits, even for downflow configuration
• Dual set point functionality
• Designed specifically for use with CITY MULTI® outdoor units
• Choice of three fan speeds for optimum comfort
• Highly efficient DC motor and a forward curved blower ensures quiet,
consistent fan operation
• Optional relay kit provides functionality for two stage auxiliary heat
(1 kit per stage), humidifier integration, or other custom applications
• Control board includes a condensate overflow switch connection
• Heavy -gauge steel cabinets with 1 " fiberglass -free foam insulation
with an R-4.2 insulation value
• Suitable for use in air handling spaces in accordance with Section
18.2 of UL 1995 4th Edition
• Tested in accordance with ANSI/ASHRAE Standard 193;
less than 1 % air leakage at maximum airflow
ACCESSORIES:
Relay Kit...........................................................CN24RELAY-KIT-CM3
Fan Speed Indication Adapter ..................................................PAC -735
Date:
SPECIFICATIONS:
CoolingBtu/h 54,000
Heating Btu/h 60,000
Cooling I Heating capacity indicated at the maximum value at operation under the
following conditions:
Cooling I Indoor : 80• F (27' C) DB 167' F (19 C) WB
Cooling I Outdoor: 95• F (35• C) DB
Heating I Indoor: 70• F (21• C) DB
Heating I Outdoor: 47• F (8• C) D8 / 43• F (6•C) WB
Electrical
Electrical Power 1 -phase, 208 / 230V, 60Hz —�
Requirements
Minimum Circuit A 5.63 / 5.63
Ampacity (MCA)
Maximum Fuse Size A 15
Polypropylene Honeycomb
Refrigerant Piping Diameter
Liquid (High Pressure) In.(mm) 3/8 (9.52) Brazed
Gas (Low Pressure) In.(mm) 5/8 (15.88) Brazed
. • . In.(mm) FPT 3/4 (19.05)
Sound D..
room)(measured in anechoic
Sound Pressure Level dB(A) t 36 - 40 -44
Specifications are subject to change without notice. m 2015 Mitsubishi Electric US, Inc.
External Dimensions
Height
In.(mm) 59-1/2 (1,511)
Width
In.(mm) 25 (635)
-
+ 4 -
Depth
Depth
In.(mm) 21-5/8 (548)
Net Weight
Lbs.(kg) 1 172 (78)
External Finish
High -gloss polyester powder coated
Type
Cross Fin
Coil
(Aluminum Plate Fin and Copper Tube)
Type x Quanity
Sirocco fan x 1
Airflow rate
(Low - Mid - High)
CFM 1,040 - 1,262 - 1,485
External Static Pressure
In. we 0.30 / 0.50 / 0.80 (Selectable)
Motor Type
DC motor
Polypropylene Honeycomb
Refrigerant Piping Diameter
Liquid (High Pressure) In.(mm) 3/8 (9.52) Brazed
Gas (Low Pressure) In.(mm) 5/8 (15.88) Brazed
. • . In.(mm) FPT 3/4 (19.05)
Sound D..
room)(measured in anechoic
Sound Pressure Level dB(A) t 36 - 40 -44
Specifications are subject to change without notice. m 2015 Mitsubishi Electric US, Inc.
R
P
Immm
Immm
Immm
Form# PVFY-P54NAMU-E - 201503
H
Units: mm (in.)
ArtMITSUBISHI
, ELECTRIC
COOLING & HEATING
1340 Satellite Boulevard. Suwanee, GA 30024
Toll Free 800-033A822 www.mehvac.com
00 -us
Intertek
Specifications are subject to change without notice. 0 2015 Mitsubishi Electric US, Inc.
I Job Name:
I Schedule Reference: I Date: I
BC CONTROLLER FEATURES
• Used with R2 -Series and WR2-Series outdoor units only
• Each branch supports 54,000 Btu/h or less
• Reducers are included for indoor units 18,000 Btu/h or less
OPTIONS
Joint Adapter [Port Connectors..........................CMY-R160C J
Condensate Pump .................................................. Sl30 230
SPECIFICATIONS
External Dimensions
Inches ........................... 11-3/16 In x 43-1/4 w 17 d
mm ................................ 284hx1,098wx432d
Net Weight.................................138 lbs. / 62 kg
Number of Branches .................................. 16
Indoor Unit Capacity
Connectable to one Branch
• Model P54 or smaller
• Use optional port connector combining two branches
when the total unit capacity exceeds 55,000 Btu/h. Use
the reducer (standard accessory) when an indoor unit of
18,000 Btu/h or smaller is connected.
Refrigerant ........ .. ... ......................... R410A
Refrigerant Piping Diameter
To Outdoor and Water -source Units
P72
High Pressure Pipe.......... 5/8" / 15.88 mm Brazed
Low Pressure Pipe ............... . 3/4" / 19.05 mm Brazed
P96/P108
High Pressure Pipe ..... ...... .... 3/4" / 19.05 mm Brazed
Low Pressure Pipe .............. 7/8" / 22.2 mm Brazed
External Finish ...................... Galvanized Steel Plate
Notes:
Specifications are subject to change without notice..
® 2015 Mitsubishi Electric US, Inc.
Drainpipe ...................... ....... O.D. 1- 1/4" / 32 mm
P126
High Pressure Pipe ................
3/4" / 19.05 mm Brazed
Power
Low Pressure Pipe ................1-1/8"
/ 28.58 mm Brazed
Power Source ................... 208 / 230V, 1 phase, 60Hz
Power Input
To Indoor Unit
Cooling ................ ............
....... 0.217 kW
Liquid Pipe ..........................
3/8" / 9.52 mm Flare
Heating .....................................
0.106 kW
(1/4" / 6.35 mm with attached reducer used)
Current
Cooling (208 / 230) .........................
1.04 / 0.94 A
Gas Pipe...........................
5/8" / 15.88 mm Flare
Heating (208 / 230) .........................
0.51 / 0.46 A
(1/2" / 12.7 mm with attached reducer used,
Minimum Circuit Ampacity (MCA) (208 / 230) .......
1.30 / 1.18 A
3/4" / 19.05 mm and 7/8" / 22.2 mm
Maximum Overcurrent Protection (MOCP).................
15A
with optional port connector used)
External Finish ...................... Galvanized Steel Plate
Notes:
Specifications are subject to change without notice..
® 2015 Mitsubishi Electric US, Inc.
Drainpipe ...................... ....... O.D. 1- 1/4" / 32 mm
c
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Intertek
FORM# CM8-P1016NU-G -201503
Specifications are subject to change without notice -
0 2015 Mitsubishi Electric US Inc.
`61 c
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Drw.: CMB-P•NU-G W659644
Unit: mm(in)
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MITSU&SHI
ELECTRIC
COOLING & HEATING
1340 Sale to Boulevard
Suwanee, GA 30024
Toll Free 800-033-4822
www mehvac cam
%1 M
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M
�4
ISENTIAL FACILITIES
STRATEGIC PLAN
Prepared by:
MARY'MCGRATH- ARCNrrE(:Ts
DRAFT 7/20/15
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN_"
VOLUME IV. DETAILED FACILITY STUDY -SEISMIC AND OPERATIONAL
UPGRADE TO FIRE STATIONS 54 AND 55
TABLE OF CONTENTS
PAGE NO.
A. INTRODUCTION--------------------------------------------------------------------------- IV -1 - IV -2
B. SEISMIC AND OPERATIONAL UPGRADE TO FIRE STATION 54
AT 46 CASTRO STREET
BASIS OF DESIGN - SPACE NEEDS OUTLINE -------------------------------------------- IV -3 - IV -6
OVERALL PROJECT BUDGET-------------------------------------------------------------- IV -7 - IV -9
CONCEPTUAL FLOOR AND SITE ARRANGEMENT DIAGRAM ------------------------- IV -10
C. SEISMIC AND OPERATIONAL UPGRADE TO FIRE STATION 55
AT 955 Pt. SAN PEDRO ROAD
BASIS OF DESIGN - SPACE NEEDS OUTLINE -------------------------------------------- IV -11- IV -14
OVERALL PROJECT BUDGET-------------------------------------------------------------- IV -15 - IV -17
CONCEPTUAL FLOOR AND SITE ARRANGEMENT DIAGRAM ------------------------- IV -18
D. SINGLE COMPANY PROTOTYPICAL COMPONENT DIAGRAMS --------------------- IV -19 - IV -30
E. EXISTING FACILITY CONDITION ASSESSMENTS
FIRE STATION 54 —46 CASTRO STREET ----------------------------------------------- IV -31
FIRE STATION 55 — 955 POINT SAN PEDRO ROAD ------------------------------------- IV 32
APPENDIX
San Rafael Strategic Plan Tier 1 Fire Stations No. 54 and 55
Structural Review and Conditional Assessment
Prepared by Cornerstone Structural Engineering Group
Dated: June 23, 2015
Basis of Design Narrative - Fire Stations 54
Basis of Design Narrative - Fire Stations 55
City of San Rafael - Essential Facilities Strategic Plan
MEP Review and Conditional Assessment
Prepared by Interface Engineering
Dated: June 22, 2015
Concept Cost Plan - San Rafael No. 54 - Option 1
Concept Cost Plan - San Rafael No. 55 - Option 1
Prepared by Mack5
Dated: June 22, 2015
DRAFT 7/20/15
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
A. INTRODUCTION
Initially, both Fire Stations 54 and 55 were studied to be relocated to support the goal of increasing the response
times to the freeway. Fire Station 55 is located at Pt. San Pedro and is often moved -up to the current Station 52
location to backfill when the Station 52 company is on a call. The goal was to find property for a replacement
station mid -point between the existing Station 52 location and the existing Station 55 site. This followed up on the
goal of relocating the Station 52 company to a headquarters facility anticipated to be sited near 2nd and D Streets
in the Downtown area. When it was learned that moving Station 52 to the proposed Headquarters Fire Station
south of Downtown was not feasible due to cost and flood zone issues, Station 55 was studied to be renovated.
A similar discovery process was completed for Fire Station 54. Initially, Station 54 was studied to be relocated to
the Windward site so that a fire station could accompany the training function at this location. When it was
learned that the site was located in a FEMA designated 100 -year flood zone, relocating Station 54 was no longeran
option. Similar to Station 55, this station was then studied for renovation.
A prototypical Space Needs Assessment was developed for a replacement single company station and was used to
evaluate the existing stations and develop proposed renovations. Both Stations 54 and 55 have very similar floor
plans and resulted in similar floor plan adjustment recommendations. Structurally the buildings are quite different
and each requires a unique seismic improvement solution. Both sites do allow expansion to accommodate
operational improvements and the Fire Station site has unallocated space which could be used for support
operations in the future. Both of these stations are proposed to be renovated and expanded to provide improved
seismic safety and operational efficiencies.
FIRE STATION 54 AT 46 CASTRO STREET $3 5M $4.OM BUDGET
The overall project budget is based on the Cost Plan prepared by Mack 5 and includes seismic renovation, MEP
system replacement, interior reconfiguration and minor expansion to address the operational needs of a modern
workforce. The station will continue to house Engine 54; however, Truck 54 will be relocated to either Station 52 or
51 for cross -staffing. The scope of work includes a complete seismic, operational, and systems upgrade.
Fire Station 54 features include:
Seismic upgrade
Four private bedrooms with two firefighter restrooms
Dedicated laundry and building storage
Dedicated turn -out storage room
Dedicated fitness room
New electrical main service and systems
New plumbing and mechanical systems
New fire sprinklers and fire alarm systems
A - Introduction I IV -1
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
wlnWin
Upgraded building envelope with new windows and insulation
New roof
Refurbished site to correct drainage issues
Items not included:
Added site area for improved on-site parking and training.
FIRE STATION 55 AT 955 PT. SAN PEDRO ROAD: $3.5M — $4.OM BUDGET
DRAFT 7/20/15
The overall project budget is based on the Cost Plan prepared by Mack 5 and includes seismic renovation, MEP
system replacement, interior reconfiguration and minor expansion to address the operational needs of a modern
workforce. The station will continue to provide the department wide turn -out storage which will be housed in the
station expansion area. The scope of work includes a complete seismic, operational, and systems upgrade.
Fire Station 55 features include:
Seismic upgrade
Four private bedrooms with two firefighter restrooms
Dedicated laundry and building storage
Dedicated turn -out storage room
Dedicated fitness room
New electrical main service and systems
New plumbing and mechanical systems
New fire sprinklers and fire alarm systems
Upgraded building envelope with new windows and insulation
New roof
Replacement of site paving and site fencing
Items not included:
Replacement or relocation of modular building currently on-site.
IV -2 I A—Introduction
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
B. SEISMIC AND OPERATIONAL UPGRADE TO FIRE STATION S4 AT 46 CASTRO STREET
BASIS OF DESIGN - SPACE NEEDS OUTLINE
This section identified and itemizes the building spaces into an outline form indicating each space, the required
attributes and the required square footage. The space needs of the project have been established through meet-
ings with both the police department and fire department design team, site visits and multiple review meetings.
The square footage requirements for each space are derived through the development of "component dia-
grams" reflecting the operations -based layout of each space and the use of space standards
Y_ ARM
-
BASIS OF DESIGN - SPACE NEEDS OUTLINE
[S'ISMIC AND OPERATIONAL U• TO FIRE STATION
AT 46 CASTRO STREET
COMPANY PROTOTYPE
[EXISTING FIRE STATION
LBASIS OF ' OUTLINE
Single Company Station Company Make-up - CURRENT STAFFING
Total
Fire Engine - Captain, Engineer, Firefighter
3
Ambulance or Truck - Cross Staffed
0
TOTAL CURRENT STAFFING:
3
Finish Legend: A - Simple Finishes; B - Standard Office Finishes; C - Intense Finishes; D - Service Room Finishes
Single Company
Prototype
No.
Type of Space
Space Attributes
Square Footage
Existing
Proposed
SITE OPERATIONS
Program
Size
Area
per Plan
Finish
Firefighter Parking
8 firefighter parking spaces,
2,400
10'x20' ea.
600
600
secure and separate from
public parking
Visitor Parking
Two Total - One Accessible
400
10' x 20
0
0
with ramp
Apparatus Washing
Adjacent to hydrant for refill
0
rear apron
front
front
Area
and testing; locate at rear of
apron
apron
App. Bays; provide clarifier
for run-off
Hose Maintenance
Use rear apron area for
0
rear apron
rear yard
rear yard
Area
cleaning hose; roll wet and
store on apparatus
Yard Hydrant
Located at rear yard
0
rear apron
0
0
Generator Area
Located at rear yard
150
10'x15'
0
150
Fueling Area
None required
0
10'x15'
0
0
Trash Enclosure
Exterior access for service;
36
6'x 6'
0
0
space for trash cans and
recycling bins
Flagpole
Flagpole area with lighting
25
5'x5'
25
25
Outdoor Patio
Outdoor uses; adjacent to
200
10'x20'
0
0
Kitchen
B - Seismic and Operational Upgrade to Fre Station 54 at 46 Castro Street j IV -3
BASIS OF DESIGN -SPACE NEEDS OUTLINE
IV -4 I B — Se;sm c and Operational Upgrade to Fire Station 54 at 46 Castro Street
Existing
Proposed
No.
STATION - APP BAY/APP BAY SUPPORT
Program
Size
Area
per Plan
Finish
1
Apparatus Bay
Engine, - Front line apparatus.
2,000
(2) 20'x 50'
1,750
1,750
A
(2 drive-through
Truck/ Ambulance (cross -
bays)
staffed). Systems include
tailpipe exhaust power cord
drops to each vehicle; heating
system; night lighting;
auto -close doors; trench drains
2
Medical Clean Up
Heavy Duty Shelving
80
8'x 10'
0
15
C
3
Medical Supply
Small storage cabinet for
12
3' x 4'
0
15
C
Storage
medical supplies
4
Yard Storage
Yard equipment, compressor
36
6'x 6'
145
80
A
5
Turnout Gear Room
12 -turnout gear open metal
108
9' x 12'
200
65
B
storage lockers; continuous
exhaust fan, floor drain, heavy
duty shelving; wildland gear
bags
6
Work Shop Alcove
Work bench/shop area for vise,
90
3'x 30'
90
150
C
peg board, tool storage with
large flat work surface, solvent
tank, tool chest, storage
cabinet, shop sink and 6LF for
Hose storage.
7
Janitor room
Service sink, mop rack;
36
6' x 6'
16
40
B
janitorial supplies
8
Special Project
Room for assigned support duty
120
10'x 12'
0
0
C
Room
such as turn -out, mask repair,
hose repair, allows outsourced
projects to be brought in house.
Station - App Bay/Support Subtotal
2,482
2,201
2,115
IV -4 I B — Se;sm c and Operational Upgrade to Fire Station 54 at 46 Castro Street
BASIS OF DESIGN - SPACE NEEDS OUTLINE
B — Seismic and Operational Upgrade to Fire Station 54 at 46 Castro Street I IV -5
Existing
Proposed
STATION - FIREFIGHTER OFFICES
Program
Size
Area
per Plan
Finish
9
Station Public Lobby
Small entry point for public;
72
6' x 12'
0
0
B
with seating adjacent to the
public restroom. Counter
separation between office
and lobby
10
Station Public
Unisex, accessible near Lobby
64
8'x8'
0
0
C
Restroom
11
Station Office
Shared office space for 2-
120
10'x 12'
195
195
B
persons; provide space for
lateral file cabinets (one drawer
per company) copy machine
and office supply storage, book
shelving.
Station - Firefighter Offices Subtotal
256
195
195
Existing
Proposed
No.
STATION - FIREFIGHTER QUARTERS
Program
Size
Area
per Plan
Finish
12
Kitchen
2 -refrigerators; 2 -shift pantries;
143
11'x 13'
130
130
C
1 -dishwasher; gas range/oven
with hood; large microwave;
large double -bowl sink with
disposer; prep sink at island;
open to Dining Area
13
Dining Area
Seating for 6 persons;
180
12' x 15'
190
190
B
wall -mounted TV, open to
kitchen; open to Day Room
14
Day Room
Seating for 4 with recliner
192
12'x 16'
190
190
B
chairs; entertainment center
and book shelving; Open to
Dining
15
Fitness Room
Dedicated Fitness Room
320
16' x 20'
0
300
B
16
Laundry Room
Service sink; countertop;
80
8' x 10'
0
85
C
janitorial supplies; mop rack
17
Firefighter
4 separate bedrooms each
550
11' x 12.5' (4)
550
575
B
Bedroom
containing 4 -lockers, desk, chair,
wall -mounted TV, 1 bed
18
Firefighter
1 accessible restroom with
72
8' x 9'
0
110
C
Bathroom ADA
shower, sink, toilet
19
Firefighter
1 restroom with shower,
63
7' x 9'
150
75
C
Bathroom
sink, toilet
Station - Firefighter Quarters Subtotal
1,600 1
1,210 1
1,655
B — Seismic and Operational Upgrade to Fire Station 54 at 46 Castro Street I IV -5
BASIS OF DESIGN - SPACE NEEDS OUTLINE
IV -6 I B — Seismic and Operational Upgrade to Fire Station 54 at 46 Castro Street
UTILITY SUPPORT
Program
Size
Existing
Area
Proposed
per Plan
Finish
20
Mechanical Room
HVAC equipment; hot water
heater; fire sprinkler riser
80
8'x 10'
22
22
D
21
Electrical Room
Main service panel, fire alarm
panel; sub panels
80
8' x 10'
14
14
D
22
Communications
Room
Telephone service racks, alert
response system hub, data
server hub, radio equipment;
security system
120
10'x 12'
16
16
D
Utility Support/ Vertical Circulation Subtotal
280
52
52
SINGLE COMPANY SPACE NEEDS SUMMARY
Program
Existing
Area
Proposed
per Plan
Finish
Station - App Bay/Bay Support Subtotal
2,482
2,201
2,115
Station - Firefighter Offices Subtotal
256
195
195
Station - Firefighter Quarters Subtotal
1,600
1,210
1,655
Utility Support Subtotal
280
52
52
BUILDING SUBTOTAL (SF)
4,618
3,658
4,017
Circulation at 30%
1,385
1,097
1,205
B
SINGLE COMPANY PROTOTYPE GRAND TOTAL (SF)
6,003
4,755
5,222
IV -6 I B — Seismic and Operational Upgrade to Fire Station 54 at 46 Castro Street
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
B. SEISMIC AND OPERATIONAL UPGRADE TO FIRE STATION 54 AT 46 CASTRO STREET
OVERALL PROJECT BUDGET
This section identifies an overall project budget based on the following items:
• Building and Site Construction Costs w/ Equipment and Furnishings,
• Design and other Related Fees,
• Administrative, Permit, Bidding Costs, and
• Project Contingencies.
OVERALL PROJECT BUDGET
SEISMIC AND OPERATIONAL UPGRADE T• FIRE STATION
AT 4• CASTRO STREET
SINGLE COMPANY PROTOTYPE
STATIONEXISTING FIRE
•'� •'•
A. Construction with Contingencies and Escalation
QUANT
UNIT
Cost per Unit
Total
Notes
Fire Station
Seismic and Operational Upgrade
1
LS
$1,608,000
$1,608,000
Refer to Estimate
On -Site Improvements
1
LS
$372,000
$372,000
Refer to estimate
Haz Mat Demo
1
EA
$15,000
$15,000
Allowance
Off -Site Improvements
i
LS
$0
$0
Included in Estimate
Temporary Facilities
-
LS
$0
$0
Move to nearby station
during construction.
Specialty Equipment
1
LS
$0
$0
Refer to Estimate
Construction Subtotal:
$1,995,000
Project Allowance
Project Design Unknowns
20%
%
$1,995,000
$399,000
Allowance
Construction with Design
Unknowns Subtotal:
$2,394,000
Project Allowance
Construction Contingency
(10% of Construction)
10%
%
$2,394,000
$239,400
Allowance
Construction with Change
Order Contingency Subtotal:
$2,633,400
Project Allowance
Project Escalation (5% per annum,
compounded yearly)
10%
%
$2,633,400
$263,340
Annual rate to midpoint of
Construction = 19 months
(12 months design and 14
months construction)
Construction (Building Site, Specialty
Equipment, Contingencies, Escalation)
$2,896,740
Constructon Cost per SF of Building Area:
$552.18
B —Seismic and Operational Upgrade to Fire Station 54 at 46 Castro Street I IV -7
OVERALL PROJECT BUDGET
B. Design and Other Related Fees
QUANT
UNIT
Cost Per Unit
TOTAL
Notes
Design Fees (A, C, L, S, MEP)
- BASIC ON-SITE
12%
%
$2,896,740
$347,609
A/E fees including
entitlements
Off-site/Street Improvement
Drawings
15%
%
1 $0
$0
design for off site
improvements
Cost Estimating
1
LS
$15,000
$15,000
Estimate for each phase
of development
Boundary and Topographic
Surveys
1
LS
$12,000
$12,000
Only topo survey
Erosion Control Plan
1
LS
$2,500
$2,500
Per Bldg Department
Requirements
Waterproofing Consultant
0
LS
$10,000
$0
None anticipated
Lighting Designer
1
LS
$0
$0
None anticipated
Head In Data, Phone, Response,
Security, AV Consultant
1
LS
$25,000
$25,000
Consultant to City or Arch.
LEED Documentation
0
LS
$60,000
$0
Not Required
Construction Management
(5% of construction value)
5%
%
$2,896,740
$144,837
Day to day management
during construction
Geotechnical Investigation
1
LS
$25,000
$25,000
Includes geohazards
report
Haz Mat Study (Ground and
(E) buildings)
1
LS
$5,000
$5,000
Testing only
Environmental (CEQA)
Documentation
1
LS
$15,000
$15,000
Assume Neg Dec.
Commissioning
1
LS
$10,000
$10,000
As required for Cal Green
Continuous Inspection,
Testing During Construction
1
LS
$15,000
$15,000
Allowance
Subtotal Design Fees:
$616,946
Fee Contingency (5% of total Fees)
5% % $616,946
$30,847
Allowance
Reimbursables (5% of total Fees)
5% % $616,946
$30,847
Project Allowance
Total Design and Other Related Fees:
$647,793
IV -8 I B — Seismic and Operational Upgrade to Fire Station 54 at 46 Castro Street
OVERALL PROJECT BUDGET
C. Administrative, Permit and Bidding Costs
QUANT
UNIT
Cost Per Unit
Total
Notes
Administration Costs
-
LS
$0
$0
Assume none charged to
project
Legal Fees
1
LS
$5,000
$5,000
Allowance
Building Permit Costs
1%
%
$2,896,740
$28,967
Per Building Department
Plan Check Fees
0.5%
%
$2,896,740
$14,484
Per Building Department
SWPP Fees
(State Board Compliance)
1
LS
$0
$0
Included in estimate
Planning/Environmental
Review Fees
1
LS
$20,000
$20,000
Allowance
Temporary Storage Costs
0
LS
$25,000
$0
Assume none required
Public Art
0
LS
$15,000
$0
Assume none required
Specialty Equipment
1
LS
$150,000
$150,000
Allowance
Furnishings
1
LS
$40,000
$40,000
Allowance
Bidding/Printing
(noticing, blueprints, etc.)
1
LS
$7,500
$7,500
Allowance
Moving Costs (Two moves)
2
LS
$5,000
$10,000
Allowance
Utility Fees - (PG&E, sewer,
water, telecom, other)
1
LS
$50,000
$50,000
Panel upgrade
Subtotal Administrative Costs:
$325,951
Administrative Cost Contingency
(5% of total Fees)
5%
%
1 $325,951
$16,298
Allowance
Total Administrative, Permit and Bidding Costs:
$342,951
Division Totals:
Total Notes
A. Construction with Contingencies and Escalation $2,896,740
B. Design and Other Related Fees $647,793
C. Administrative, Permit and Bidding Costs $342,249
Overall Project Budget: $3,886,782
Project Cost Per SF (5,246 SFt $740.90
Exclusions:
1. Real estate fees
2. Land acquisition costs
3. Program Level Bond Management Fees
B — Seismic and Operational Upgrade to Fire Station S4 at 46 Castro Street I IV -9
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
B. SEISMIC AND OPERATIONAL UPGRADE TO FIRE STATION 54 AT 46 CASTRO STREET
CONCEPTUAL FLOOR AND SITE ARRANGEMENT DIAGRAM
These studies graphically illustrate the initial arrangement concepts developed through discussion with the
Project Design Team. Considerations in each scheme include:
• Circulation to and from site,
• Visitor parking and pedestrian access,
• Site operations adjacencies and activities, and
• City of San Rafael planning ordinances
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CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN F
C. SEISMIC AND OPERATIONAL UPGRADE TO FIRE STATION 55 AT 955 Pt. SAN PEDRO ROAD
BASIS OF DESIGN - SPACE NEEDS OUTLINE
This section identified and itemizes the building spaces into an outline form indicating each space, the required
attributes and the required square footage. The space needs of the project have been established through meet-
ings with both the police department and fire department design team, site visits and multiple review meetings.
The square footage requirements for each space are derived through the development of "component dia-
grams" reflecting the operations -based layout of each space and the use of space standards
j _ 1
BASIS OF DESIGN - SPACE NEEDS OUTLINE
C—Seismic and Operational Upgrade to Fire Station 55 at 955 Pt. San Pedro Road I IV -11
Single Company Station Company Make-up - CURRENT STAFFING
Total
Fire Engine - Captain, Engineer, Firefighter
3
3
Ambulance or Truck - Cross Staffed
0
0
TOTAL CURRENT STAFFING:
3
3
Finish Legend: A - Simple Finishes; B - Standard Office Finishes; C - Intense Finishes; D - Service Room Finishes
No.
Type of Space
Space Attributes
Single Company
Prototype
Square Footage
SITE OPERATIONS
Program
Size
Existing
Area
Proposed
per Plan
Finish
Firefighter Parking
8 firefighter parking spaces,
secure and separate from
public parking
2,400
10'x20' ea.
800
800
Visitor Parking
Two Total - One Accessible
with ramp
600
10' x 20
0
0
Apparatus
Washing Area
Adjacent to hydrant for refill
and testing; locate at rear of
App. Bays; provide clarifier for
run-off
0
rear apron
front
apron
front
apron
Hose Maintenance
Area
Use rear apron area for
cleaning hose; roll wet and
store on apparatus
0
rear apron
rear yard
rear yard
Yard Hydrant
Located at rear yard
0
rear apron
0
0
Generator Area
Located at rear yard
150
10'x15'
0
150
Fueling Area
None required
0
10'x15'
40
40
Trash Enclosure
Exterior access for service;
space for trash cans and
recycling bins
36
6' x 6'
0
0
Flagpole
Flagpole area with lighting
25
5'x5'
2S
25
Outdoor Patio
Outdoor uses; adjacent to
Kitchen
200
10'x20'
500
500
C—Seismic and Operational Upgrade to Fire Station 55 at 955 Pt. San Pedro Road I IV -11
BASIS OF DESIGN -SPACE NEEDS OUTLINE
IV -12 I C —Seismic and Operational Upgrade to Fire Station 55 at 955 Pt. San Pedro Road
Existing
Proposed
No.
STATION - APP BAY/APP BAY SUPPORT
Program
Size
Area
per Plan
Finish
1
Apparatus Bay
Engine, - Front line apparatus.
2,000
(2) 20'x 50'
1,750
1,750
A
(2 drive-through
Truck/ Ambulance (cross -
bays)
staffed). Systems include
tailpipe exhaust power cord
drops to each vehicle; heating
system; night lighting;
auto -close doors; trench drains
2
Medical Clean Up
Heavy Duty Shelving
80
8' x 10'
0
15
C
3
Medical Supply
Small storage cabinet for
12
3' x 4'
0
15
C
Storage
medical supplies
4
Yard Storage
Yard equipment, compressor
36
6'x 6'
145
80
A
5
Turnout Gear Room
12 -turnout gear open metal
108
9' x 12'
200
65
B
storage lockers; continuous
exhaust fan, floor drain, heavy
duty shelving; wildland gear
bags
6
Work Shop Alcove
Work bench/shop area for vise,
90
3' x 30'
90
150
C
peg board, tool storage with
large flat work surface, solvent
tank, tool chest, storage
cabinet, shop sink and 6LF for
Hose storage.
7
Janitor room
Service sink, mop rack;
36
6' x 6'
20
40
B
janitorial supplies
8
Special Project
Room for assigned support duty
120
10'x 12'
0
0
C
Room
such as turn -out, mask repair,
hose repair, allows outsourced
projects to be brought in house.
Station - App Bay/Support Subtotal
2,482
2,205
2,115
IV -12 I C —Seismic and Operational Upgrade to Fire Station 55 at 955 Pt. San Pedro Road
C — Seismc and Operational Upgrade to Fire Station 55 at 9SS Pt- San Pedro Road I IV -13
Existing
Proposed
STATION - FIREFIGHTER OFFICES
Program
Size
Area
per Plan
Finish
9
Station Public Lobby
Small entry point for public;
84
6' x 12'
0
0
B
with seating adjacent to the
public restroom. Counter
separation between office
and lobby
10
Station Public
Unisex, accessible near Lobby
64
8'x8'
0
0
C
Restroom
11
Station Office
Shared office space for
120
10'x 12'
195
195
B
2 -persons; provide space for
lateral file cabinets (one drawer
per company) copy machine
and office supply storage, book
shelving.
Station - Firefighter Offices Subtotal
268
195
195
Existing
Proposed
STATION - FIREFIGHTER QUARTERS
Program
Size
Area
per Plan
Finish
12
Kitchen
2 -refrigerators; 2 -shift pantries;
143
11'x 13'
130
130
C
1 -dishwasher; gas range/oven
with hood; large microwave;
large double -bowl sink with
disposer; prep sink at island;
open to Dining Area
13
Dining Area
Seating for 6 persons;
180
12'x 15'
190
190
B
wall -mounted TV; open to
kitchen; open to Day Room
14
Day Room
Seating for 4 with recliner
192
12'x 16'
190
190
B
chairs; entertainment center
and book shelving; Open to
Dining
15
Fitness Room
Dedicated Fitness Room
320
16'x 20'
0
300
B
16
Laundry Room
Service sink; countertop;
80
8'x 10'
0
85
C
janitorial supplies; mop rack
17
Firefighter
4 -separate bedrooms each
550
11' x 12.5'
550
495
B
Bedroom
containing 4 -lockers, desk, chair,
(4)
wall -mounted TV, 1 bed
18
Firefighter
1 accessible restroom with
72
8' x 9' (1)
0
110
C
Bathroom ADA
shower, sink, toilet
19
Firefighter
1 restroom with shower,
63
7' x 9'
150
75
C
Bathroom
sink, toilet
Station - Firefighter Quarters Subtotal
1,600
1,210
1 1,575
C — Seismc and Operational Upgrade to Fire Station 55 at 9SS Pt- San Pedro Road I IV -13
IV -14 I C—Se sm,c and Operational Upgrade to Fire Station 5S at 9SS Pt. San Pedro Road
UTILITY SUPPORT
Program
Size
Existing
Area
Proposed
per Plan
Finish
20
Mechanical Room
HVAC equipment; hot water
heater; fire sprinkler riser
80
8'x 10'
22
22
D
21
Electrical Room
Main service panel, fire alarm
panel; sub panels
80
8'x 10'
14
14
D
22
Communications
Room
Telephone service racks, alert
response system hub, data
server hub, radio equipment;
security system
120
10'x 12'
16
16
D
Utility Support/ Vertical Circulation Subtotal
280
52
52
SINGLE COMPANY SPACE NEEDS SUMMARY
Program
Existing
Area
Proposed
per Plan
Finish
Station - App Bay/Bay Support Subtotal
2,482
2,205
2,115
Station - Firefighter Offices Subtotal
268
195
195
Station - Firefighter Quarters Subtotal
1,600
1,210
1,575
Utility Support Subtotal
280
52
52
BUILDING SUBTOTAL (SF)
4,630
1,457
1,822
Circulation at 30%
1,389
437
547
B
SINGLE COMPANY PROTOTYPE GRAND TOTAL (SF)
6,019
4,761
5,118
IV -14 I C—Se sm,c and Operational Upgrade to Fire Station 5S at 9SS Pt. San Pedro Road
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES S l RATE&C PLAN
r'F-CAIV
C. SEISMIC AND OPERATIONAL UPGRADE TO FIRE STATION 55 AT 955 Pt. SAN PEDRO ROAD
OVERALL PROJECT BUDGET
This section identifies an overall project budget based on the following items:
• Building and Site Construction Costs w/ Equipment and Furnishings,
• Design and other Related Fees,
• Administrative, Permit, Bidding Costs, and
• Project Contingencies.
I '
` YJ .,
�.
OVERALL PROJECT BUDGET
[,SEISMIC AND OPERATIONAL UPGRADE T• FIRE STATION
'AT 955 Pt. , • • ,
COMPANY• •
STATION[EXISTING FIRE
A. Construction with Contingencies and Escalation
QUANT
UNIT
Cost per Unit
Total
Notes
Fire Station
Seismic and Operational Upgrade
1
LS
$1,533,000
$1,533,000
Refer to Estimate
On -Site Improvements
1
LS
$287,000
$287,000
Refer to estimate
Haz Mat Demo
1
EA
$15,000
$15,000
Allowance
Off -Site Improvements
1
LS
$0
$0
Included in Estimate
Temporary Facilities
-
LS
$0
$0
Move to nearby station
during construction.
Specialty Equipment
1
LS
$0
$0
Refer to Estimate
Construction Subtotal:
$1,835,000
Project Allowance
Project Design Unknowns
20%
%
$1,835,000
$367,000
Allowance
Construction with Design
Unknowns Subtotal:
$2,202,000
Project Allowance
Construction Contingency
(10% of Construction)
10%
%
$2,202,000
$220,200
Allowance
Construction with Change Order
Contingency Subtotal:
$2,422,200
Project Allowance
Project Escalation (5% per annum,
compounded yearly)
10%
%
$2,422,200
$242,220
Annual rate to midpoint of
Construction = 19 months
(12 months design and 14
months construction)
Construction (Building Site, Specialty Equipment,
Contingencies, Escalation)
$2,664,420
Constructon Cost per SF of Building Area:
$507.90
C -- Sepsm+c and Operational Upgrade to Fire Station 55 at 955 Pt. San Pedro Road I IV -15
OVERALL PROJECT BUDGET
B. Design and Other Related Fees
QUANT
UNIT
Cost Per Unit
TOTAL
Notes
Design Fees (A, C, L, S, MEP)
- BASIC ON-SITE
12%
%
$2,664,420
$319,730
A/E fees including
entitlements
Off-site/Street Improvement
Drawings
15%
%
$0
$0
design for off site
improvements
Cost Estimating
1
LS
$15,000
$15,000
Estimate for each phase
of development
Boundary and Topographic
Surveys
1
LS
$12,000
$12,000
Only topo survey
Erosion Control Plan
1
LS
$2,500
$2,500
Per Bldg Department
Requirements
Waterproofing Consultant
0
LS
$10,000
$0
None anticipated
Lighting Designer
1
LS
$0
$0
None anticipated
Head In Data, Phone, Response,
Security, AV Consultant
1
LS
$25,000
$25,000
Consultant to City or Arch.
LEED Documentation
0
LS
$60,000
$0
Not Required
Construction Management
(5% of construction value)
5%
%
$2,664,420
$133,221
Day to day management
during construction
Geotechnical Investigation
1
LS
$25,000
$25,000
Includes geohazards
report
Haz Mat Study
(Ground and (E) buildings)
1
LS
$5,000
$5,000
Testing only
Environmental (CEQA)
Documentation
1
LS
$15,000
$15,000
Assume Neg Dec.
Commissioning
1
LS
$10,000
$10,000
As required for Cal Green
Continuous Inspection, Testing
During Construction
1
LS
$15,000
$15,000
Allowance
Subtotal Design Fees:
$577,451
Fee Contingency (5% of total Fees)
5%
% $577,451
$28,873
Allowance
Reimbursables (5% of total Fees)
5%
% $577,451
$28,873
Project Allowance
Total Design and Other Related Fees:
$606,324
IV -16 I C—Seismic and Operational Upgrade to Fire Station 55 at 955 Pt. San Pedro Road
OVERALL PROJECT BUDGET
C. Administrative, Permit and Bidding Casts
QUANT
UNIT
Cost Per Unit
Total
Notes
Administration Costs
-
LS
$0
$0
Assume none charged
to project
Legal Fees
1
1-5
$5,000
$5,000
Allowance
Building Permit Costs
1%
%
$2,664,420
$26,644
Per Building Department
Plan Check Fees
0.5%
%
$2,664,420
$13,322
Per Building Department
SWPP Fees
(State Board Compliance)
1
LS
$0
$0
Included in estimate
Planning/Environmental
Review Fees
1
LS
$20,000
$20,000
Allowance
Temporary Storage Costs
0
LS
$25,000
$0
Assume none required
Public Art
0
LS
$15,000
$0
Assume none required
Specialty Equipment
1
LS
$150,000
$150,000
Allowance
Furnishings
1
LS
$40,000
$40,000
Allowance
Bidding/Printing (noticing,
blueprints, etc.)
1
LS
$7,500
$7,500
Allowance
Moving Costs (Two moves)
2
LS
$5,000
$10,000
Allowance
Utility Fees - (PG&E, sewer,
water, telecom, other)
1
LS
$50,000
$50,000
Panel upgrade
Subtotal Administrative Costs:
$322,466
Administrative Cost Contingency
(5% of total Fees)
5%
1 %
$322,466
$16,123
Allowance
Total Administrative, Permit and Bidding Costs:
$338,590
Division Totals:
Total Notes
A. Construction with Contingencies and Escalation $2,664,420
B. Design and Other Related Fees $606,324
C Administrative, Permit and Bidding Costs $338,590
Overall Project Budget: $3,609,334
Project Cost Per SF (5,246 SF): $688.02
Exclusions:
1. Real estate fees
2. Land acquisition costs
3. Program Level Bond Management Fees
C — Se smic and Operational Upgrade to Fire Station 55 at 955 Pt. San Pedro Road I IV -17
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN w,
C. SEISMIC AND OPERATIONAL UPGRADE TO FIRE STATION 55 AT 955 Pt. SAN PEDRO ROAD
CONCEPTUAL FLOOR AND SITE ARRANGEMENT DIAGRAM
These studies graphically illustrate the initial arrangement concepts developed through discussion with the
Project Design Team. Considerations in each scheme include:
• Circulation to and from site,
• Visitor parking and pedestrian access,
• Site operations adjacencies and activities, and
• City of San Rafael planning ordinances
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CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
D. SINGLE COMPANY PROTOTYPICAL COMPONENT DIAGRAMS
(Component diagram use space standards and expand them into room diagrams that graphically illustrate the
equipment and furniture arrangements in each required space and are used to determine the room area
requirements. Considerations include:
• Number of staff to occupy the space at any given time,
• Equipment size and operating clearances,
• Circulation within the space, and
• Furniture layout for efficient space use.
• SINGLE COMPANY STATION PROTOTYPE
STATION - APPARATUS BAY/APPARATUS BAY SUPPORT
FRONT APRON
i
14'x14' SECTIONAL
FOUR FOLD APPARATUS
BAY DOORS, TYP.
14'x14' SECTIONAL
OVERHEAD APPARATUS
BAY DOORS, TYP.
F '-
r--------
CROSS STAFF OR RESERVE i
I
TRENCH DRAIN, TYP.
L.
f
r
FIRE ENGINE 10'x31'
I
I J
7
50'-0"
PAI
REAR APRON
1 - APPARATUS BAY - 2 DRIVE-THROUGH BAYS (2,000 S.F.)
SCALE: 1/16'"=V-101"'
D—Single Company Prototypical Component Diagrams I IV -19
• SINGLE COMPANY STATION PROTOTYPE
STATION - APPARATUS BAY/APPARATUS BAY SUPPORT
►1
8'-0°
BACKBOARD WASH DOWN AREA
COUNTER w/ STORAGE CABINETS
DRYING RACK ABOVE
S.S. CLEAN-UP SINK w/ DRAIN
BOARD, HANDS FREE &
EMERGENCY EYE WASH
ABOVE SINK
2 - MEDICAL CLEAN UP (80 S.F.)
SCALE: 1/8"=1' 0"
4'-0"
C? 14" DEEP FULL HT. STORAGE
M
3 - MEDICAL SUPPLY STORAGE (12 S.F.
SCALE: 1/8"=V-0"
IV -20 I D—Single Company Prototypical Component Diagrams
• SINGLE COMPANY STATION PROTOTYPE
STATION - APPARATUS BAY/APPARATUS BAY SUPPORT
6-0"
HEAVY DUTY
STORAGE/SHELVING
COMPRESSOR
0
'O HOOKS FOR SITE
MAINTENANCE EQUIPMENT
4
4 - YARD STORAGE (36 S.F.)
SCALE: 1/8"=1'0"
HEAVY DUTY
SHELVING ABOVE
(12) 24!'W x 24" D
TURNOUT LOCKERS
HEAVY DUTY
SHELVING ABOVE
5 - TURNOUT GEAR ROOM (108 S.F.)
SCALE: 1/8"=V -D'
D—Single Company Prototypical Component Diagrams I IV -21
SINGLE COMPANY STATION PROTOTYPE
STATION - APPARATUS BAY/APPARATUS BAY SUPPORT
MOBILE HOSE
STORAGE RACK
0
M
30'-0"
STORAGE CABINET
PEG BOARD
--#i-----'----------------
�_____� T T
FREE STANDING SINK TOOL VISE WORK SPACE w/ AIR
SOLVENT TANK CHEST QUICK DISCONNECTS
6 - WORKSHOP ALCOVE (90 S.F.)
SCALE: 1/8"=1'-0"
b'-0"
0
MOP SINK
STORAGE SHELF
MOP RACK
7 - JANITOR ROOM (36 S.F.
SCALE: 1/8"=1'-0"
12'-0"
FULL HEIGHT
STORAGE
0
0
8 -SPECIAL PROJECT ROOM (120 S.
SCALE: 1/8"=1'-0"
IV -22 I D—Single Company Prototypical Component Diagrams
• SINGLE COMPANY STATION PROTOTYPE
STATION - FIREFIGHTER OFFICES
TO STATION'S OFFICE
U
+32" HIGH COUNTER
TO ACCESSIBLE
---.-
+42" HIGH COUNTER
UNISEX
i
RESTROOM
-
12'-0"
TO EXTERIOR
b
5o
9 - STATION PUBLIC LOBBY (72 S.F.)
SCALE: 1/8"=1'-0"
0
8,C)"
0
TO STATION
PUBLIC LOBBY
10 - STATION PUBLIC RESTROOM - UNISEX (64 S.F.
SCALE: 1/8"=1'-0"
D—Single Company Prototypical Component Diagrams I IV -23
SINGLE COMPANY STATION PROTOTYPE
STATION - FIREFIGHTER OFFICES
12'-0"
UPPER
STORAGE
PRINTER/FAX/
COPIER
TRAINING
MONITOR
RECEPTION
COUNTER (42" HIGH)
TO STATION RECEPTION
PUBLIC LOBBY COUNTER (36' HIGH)
11 -STATION OFFICE (120 S.F.)
SCALE: 3/16"=I' -O"
IV -24 I D — Single Company Prototypical Component Diagrams
• SINGLE COMPANY STATION PROTOTYPE
STATION - FIREFIGHTER QUARTERS
Hum
u
0
TO DINING AREA
12 - KITCHEN (143 S.F.)
SCALE: 11/8"=Y-0"
13 - DINING AREA (180 S.F.
SCALE: 11/8"=F-0"
RANGE w/ GRILL HOOD
BASE & UPPER
CABINET STORAGE
D—Single Company Prototypical Component Diagrams I IV -25
I
b
i
]YJ
IREFB
}
T
TRASH
I
l
IREFA
I
RECYCLEj`
I—II
C.AEt9
0
TO DINING AREA
12 - KITCHEN (143 S.F.)
SCALE: 11/8"=Y-0"
13 - DINING AREA (180 S.F.
SCALE: 11/8"=F-0"
RANGE w/ GRILL HOOD
BASE & UPPER
CABINET STORAGE
D—Single Company Prototypical Component Diagrams I IV -25
• SINGLE COMPANY STATION PROTOTYPE
STATION - FIREFIGHTER QUARTERS
12'-0"
r r
20'-0"
r r
TREADMILL
H
Lu u
2
J
Z }
w m U
- w
O �
w
UNIVERSAL
SYSTEM
DRINKING
FOUNTAIN
15 - FITNESS ROOM (320 S.F.)
SCALE: 1/8"=l' -O"
IV -26 I D — Single Company Prototypical Component Diagrams
WALL
MOUNT TV
(4) RECLINER
CHAIRS, TYP.
o i
i
i ------
------ i
i ENTERTAINMENT
CENTER
14 - DAYROOM (192 S.F.)
SCALE: 1/8"=F-0"
20'-0"
r r
TREADMILL
H
Lu u
2
J
Z }
w m U
- w
O �
w
UNIVERSAL
SYSTEM
DRINKING
FOUNTAIN
15 - FITNESS ROOM (320 S.F.)
SCALE: 1/8"=l' -O"
IV -26 I D — Single Company Prototypical Component Diagrams
WALL
MOUNT TV
• SINGLE COMPANY STATION PROTOTYPE
STATION - FIREFIGHTER QUARTERS
0
5o
Q
16 -_LAUNDRY ROOM (80 S.F.)
SCALE: i/8"= V 0"
\1
BASE & UPPER
CABINET STORAGE
MOP SINK
MOP RACK
(4) 30"x30" LOCKERS
r
(3) DRAWERS
UNDER BED
17 - FIREFIGHTER BEDROOM - 4 (550 S.F
SCALE: 11/8"=V-0"
D—Single Company Prototypical Component Diagrams j IV -27
• SINGLE COMPANY STATION PROTOTYPE
STATION - FIREFIGHTER QUARTERS
8'-0"
i
7
O
O
30" 36"
MIN. MIN.
18 - FIREFIGHTER BATHROOM ADA
SCALE: I/8"=1'-0"
19 - FIREFIGHTER BATHROOM (63 S.F.
SCALE: 1/8"=V-0"
IV -28 I D—Single Company Prototypical Component Diagrams
S.F
• SINGLE COMPANY STATION PROTOTYPE
STATION - UTILITY SUPPORT SPACE
0
bo
L
FIRE SPRINKLER
RISER
TANKLESS WATER HEATER
w/ RECIRCULATING PUMP
HVAC
EQUIPMENT
20 - MECHANICAL ROOM t80 S.F.)
SCALE: 1/8"=1' 0"
/
FIRE ALARM PANEL
SUB PANEL
MAIN SERVICE
PANEL
3'-0"
CLR.
21 - ELECTRICAL ROOM (80 S.F.)
SCALE: 1/8"=V-0"
D—Single Company PrototyprcaI Component Diagrams I IV -29
SINGLE COMPANY STATION PROTOTYPE
STATION - UTILITY SUPPORT SPACE
12'-0"
PHONEBOARD
b II I I�. I I N. EQUIPMENT RACK
SUB PANEL
22 - COMMUNICATIONS ROOM 120 S.F
SCALE: 1/8"=V-0"
IV -30 I D—Single Company Prototypical Component D agrams
E. EXISTING FACILITY CONDITION ASSESSMENTS
FIRE STATION 54-46 CASTRO STREET
FIRE STATION 55 — 955 POINT SAN PEDRO ROAD
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
e
DRAFT 7/20/15 CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN,
EXISTING FACILITY CONDITION ASSESSMENTS
SIRE. STATION 54 — 46 GASTRO AVENUE
Fire Station 54 is located on Castro Avenue and serves San Rafael's Canal neighborhood. This approximately 4,120 -
square -foot facility was constructed in 1964 in response to increased commercial and residential growth in this
portion of the city. Fire Station 54 is home to the mechanic's workshop, which is a small shed outside the rear of
the apparatus bays. This station currently houses Engine 54 and Truck 54. The truck is proposed to be relocated to
the new Fire Station 52 providing space in the apparatus bay for reserve apparatus. This is one of the department's
smaller stations; however, it only houses three firefighters per shift. With interior reconfiguration and a minor
expansion, current operational practices can be accommodated. Recommendations include seismic and exterior
enclosure upgrade. A remodeled interior and a minor expansion is proposed to provide private sleeping quarters, a
fitness room, dedicated turnout spare, and medical clean-up facilities. Primary deficiencies that would be
corrected include:
Structural system is in need of major seismic upgrade. The apparatus
bay requires lateral strengthening and the lower portion of the
station requires seismic ties at the roof level. The station has
evidence of apparatus bay slab deterioration which would be
repaired as new footings are provided as a part of the seismic
renovation.
The heating systems appear to be a part of the original construction
and at 50 years old is past its useful service life. There are two
inefficient wall air conditioners that were installed to supplement the
original heating system.
The plumbing systems in the building are mostly original and are nearing or are at the end of their service life.
The SRFD is performing emergency repairs to the shower to keep them operational until systems are replaced.
The building is not supported by a fire alarm system and is not protected by fire sprinklers.
Existing Facility Condition Assessments I IV -31
CITY OF SAN RAFAEL DRAFT 7/20/15
ESSENTIAL FACILITIES STRATEGIC PLAN
\IM.Im IM,
of �brb
FIRE STATION 55 — 955 POINT SAN PEDRO ROAD
Fire Station 55 is located on Point San Pedro Road and serves the Loch Lomond, Glenwood, and Peacock Gap areas
of eastern San Rafael, as well as provides backup for Fire Station 52. Fire Station 52 was originally built in 1966 as a
mirror image of Fire Station 54, which was constructed just two years earlier. Similar to Fire Station 54, this is one
of the department smaller stations; however, it only provides living quarters for three firefighters per shift. With
interior reconfiguration and a minor expansion current operational practices can be accommodated.
Recommendations include seismic and exterior enclosure upgrade. A remodeled interior and a minor expansion is
proposed to provide private sleeping quarters, a fitness room, dedicated turnout spare, and medical clean-up
facilities. Primary deficiencies that would be corrected include:
Structural system is in need of major seismic upgrade. The apparatus bay requires lateral strengthening and
the lower portion of the station requires seismic ties at the roof level. The station has evidence of apparatus
bay slab deterioration which would be repaired as new footings are provided as a part of the seismic
renovation.
The heating systems appear to be a part of the original construction and at 50 years old is past its useful
service life. There are two inefficient wall air conditioners that were installed to supplement the original
heating.
The existing plumbing systems in the building are mostly original and are nearing the end of their service life
Lighting systems are mostly original and are inefficient.
The building is not supported by a fire alarm system and is not protected by fire sprinklers.
Supporting documents used to prepare this recommendation include:
San Rafael Strategic Plan Tier 1- Fire Stations No. 54 and 55
Structural Review and Conditional Assessment.
Prepared by Cornerstone Structural Engineering Group
Dated: June 23, 2015
Basis of Design Narrative - Fire Stations 54
Basis of Design Narrative - Fire Stations 55
City of San Rafael - Essential Facilities Strategic Plan
MEP Review and Conditional Assessment
Prepared by Interface Engineering
Dated: June 22, 2015
Concept Cost Plan - San Rafael No. 54 - Option 1
Concept Cost Plan - San Rafael No. 55 - Option 1
Prepared by Mack5
Dated: June 22, 2015
IV -32 I Ex sting Facility Cond`tion Assessments
CITY OF SAN RAFAEL
ESSENTIAL FACILITIES STRATEGIC PLAN
APPENDIX
San Rafael Strategic Plan Tier 1 - Fire Stations No. 54 and 55
Structural Review and Conditional Assessment
Prepared by Cornerstone Structural Engineering Group
Dated: June 23, 2015
Basis of Design Narrative - Fire Stations 54
Basis of Design Narrative - Fire Stations 55
City of San Rafael - Essential Facilities Strategic Plan
MEP Review and Conditional Assessment
Prepared by Interface Engineering
Dated: lune 22, 2015
Concept Cost Plan - San Rafael No. 54 - Option 1
Concept Cost Plan San Rafael No. 55 - Option 1
Prepared by Mack5
Dated: lune 22, 2015
r..
CORNERSTONE
structural
engineering
group
San Rafael Strategic Plan Tier 1 - Fire Station No. 54 &
55
City of San Rafael
San Francisco, CA
Structural Review and Conditional Assessment FINAL DRAFT
June 23, 2015
Structural Engineering • Construction Services • Engineering Solutions
• Project Management
40 Federal Street tel (415) 369-9100
San Francisco, CA 94107 fax (415) 369-9101
CORNERSTONE
?I" structural
11PP" AM engineering
group
Mary McGrath Architects
505 17th Street, 2nd Floor
Oakland, CA 94612
Attention: Mary McGrath
Subject: San Rafael Strategic Plan - Fire Stations No. 54,55
Tier 1 Structural Assessment of Public Safety Facilities
San Rafael, CA
Dear Mary
www.cseg.conn
June 23, 2015
2015014.11
Cornerstone Structural Engineering Group would like to present this initial structural assessment
report for the subject project. In accordance with our proposal, we have performed a structural
review and seismic risk assessment for the existing Fire Station Buildings 54 and 55 in San Rafael.
This report contains the evaluations of the one --story cast -in-place concrete and wood frame
buildings with shear walls originally constructed in 1964 and 1966 respectively.
We completed a site visit in March 2015, and have reviewed the available structural plans. This
review includes a Tier 1 ASCE 31 seismic evaluation for Immediate Occupancy in addition to a
conditional assessment of the buildings. The Tier 1 assessment includes a general review of the
vertical and lateral systems of the structures.
The following report describes the findings of our structural review and seismic risk assessment for
the buildings. We have included information on the performance of the buildings in a code -
level earthquake.
Sincerely,
C RNERSTONE STRUCTURAL
EN INEERIG G C.
Thomas L. Swayze, S.E.
Principal
40 Federal Street tel (415) 369-9100
San Francisco, CA 94107 fax (415) 369-9101
CORNERSTONE
structural engineering group
TABLE OF CONTENTS
PART1: INTRODUCTION...............................................................................................................................2
PART 2: SEISMIC PERFORMANCE EVALUATION.........................................................................................3
2.1 Methodology........................................................................................................................................3
2.2 Performance Level ................................ ...3
...........................................................................................
2.3 Seismic Source. ..................................................................................................................................... 3
2.4 Liquefaction, Landslide, and other Geologic Hazard..................................................................4
PART 3: STRUCTURAL EVALUATION............................................................................................................. 6
3.1 Evaluation.............................................................................................................................................6
3.2 Documentation....................................................................................................................................6
3.3 Vertical Load System..........................................................................................................................6
3.4 Lateral Load System............................................................................................................................7
3.5 Conditional Review.............................................................................................................................7
3.6 Seismic Evaluation Findings...............................................................................................................8
PART 4: CONCLUSION AND RECOMMENDATIONS...................................................................................8
4.1 Expected Performance......................................................................................................................9
4.2 General Recommendation for Conditional Issues........................................................................9
4.3 Seismic Recommendations.............................................................................................................10
PART5: APPENDIX - PHOTOS....................................................................................................................12
San Rafael Facilities Master Plan Structural Assessment
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PART 1: INTRODUCTION
The following represents a general structural conditional and seismic assessment of two existing
Fire Stations No. 54 and 55 located in San Rafael, California. See below for building descriptions
and locations.
Station 54: A single story concrete tilt -up and wood framed structure constructed on
conventional spread footings on a flat site on West Railroad Avenue in San Rafael. There are
two apparatus bays within the station. The apparatus bay is constructed of the concrete wall
construction and the remaining portion of the station is wood framed. The original construction
is from 1964.
Figure 1: Station 54 Site Plan
Station 55: A single -story wood framed structure constructed on pile type foundations on a flat
site in San Rafael. This station is directly at the bayside across San Pedro Road. There are two
apparatus bays within the station. The apparatus bay is constructed entirely of wood framed
construction although the floor plan Layout is identical to Station 54. The original construction is
from 1966.
Figure 2: Station 55 Site Plan
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Site visits were performed on March 20, 2015 to observe the existing structural conditions of the
two fire station buildings.
The report conclusions are limited by the availability of as -built construction documents and by
the level of access possible for the observation of the building. This report describes the findings
of our structural review, and provides recommendations for seismic upgrade and conditional
structural repairs as applicable.
PART 2: SEISMIC PERFORMANCE EVALUATION
2.1 Methodology
The potential damage to a structure in an earthquake can be evaluated provided that,
(1) seismic hazards which affect the structure and site can be estimated and, (2) the
vulnerability of the structure to those hazards are known or can be estimated.
Seismicity of the fire stations was determined using the United States Geologic Survey
(USGS) web based Seismic Hazard Curves, Response Parameters and Design Parameters
program. Seismic short period Ss and one second Si response acceleration parameters
were obtained using latitude and longitude coordinates of the fire station location.
Seismic evaluations of the buildings were conducted using the ASCE 31-03 - Seismic
Evaluation of Existing Buildings. The ASCE 31 provides a three -tiered process for seismic
evaluation of existing buildings based on building type and the level of seismicity for the
building location. The Tier 1 study is an initial checklist evaluation of structural, non-
structural and foundation/geologic hazard elements of a building and site conditions
that is intended to screen for potential seismic deficiencies. Tiers 2 and 3 studies are
more in-depth analysis procedures for a building or component that is identified by the
Tier 1 screening process as structurally deficient.
This assessment of the fire station buildings utilizes the Tier 1 screening procedure to
identify deficiencies as possible with the information available.
2.2 Performance Level
ASCE 31 evaluation of a building can be performed for either Life Safety (LS) or
Immediate Occupancy (10) performance level.
ASCE 31 generalizes the two performance levels as follows:
• LS Performance Level: At least some margin against either partial or total
collapse remains, and that the overall risk of life-threatening injury as a result of
structural damage is expected to be low.
• 10 Performance Level: After an earthquake, the basic vertical and lateral force -
resisting systems retain nearly all of their pre -earthquake strength, very limited
damage to structural and non-structural components has occurred and that
critical parts of the building are habitable.
The fire station buildings were evaluated using the Immediate Occupancy (10)
performance level criteria.
2.3 Seismic Source
The general seismicity in the San Francisco Bay Area is influenced by several known
faults, their potential faulting length, and relative orientation. The San Andreas Fault
system, which separates the North American plate from the Pacific plate, is located
approximately 15km west of the fire stations. Other known, nearest -site faults with
recorded activity, such as the Hayward Fault are listed in Table 1.
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Recent earthquakes in Southern and Central California - namely Coalinga, Whittier
Narrows, and Northridge - have occurred along blind -thrust faults. These faults do not
have readily identifiable surface features and are not extensively mapped. The potential
for strong -ground motion to occur due to blind -thrust faulting in Northern California is
somewhat in doubt. However, a moderate to large earthquake centered even closer to
the site cannot be completely ruled out.
__r
Distance (km)
San Andreas Fault
[Type A]
San Gregorio Fault
[Type B]
Hayward Fault
[Type A]
Estimated MCE (Mw)
7.1
7.2
6.4
Station 54
16.0
17.2
12.7
Station 55
20.0
20.7
19.0
Table 1: Active Near Source Faults
Based on the 2008 USGS mapping, the 475 -year peak ground acceleration (PGA) for the
sites are estimated to range from 0.4648 to 0.488g. The 475 -year earthquake is the
design basis for a standard structure in the California Building Code (CBC) and is based
on a 10 percent probability of exceedance within a 50 year time frame.
The calculated site specific SDs and So i response acceleration parameters for the fire
station buildings are listed in Table 2 and use a site soil classification per USGS Soil Type
and Shaking Hazard in the San Francisco Bay Area Map. Based on SDs and Sol values,
ASCE 31 categorizes the seismicity of the fire stations as 'High.'
Soil Site
Classification SDS Sol I
Station 54 E 0.90 0.96
Station 55 E 0.90 0.96
Table 2: Site Specific Response Acceleration Parameters
2.4 Liquefaction, Landslide, and other Geologic Hazard
Currently published California Geological Survey (CGS) liquefaction hazard zone maps
do not include this part of California yet. According to the Association of Bay Area
Governments Earthquake Liquefaction Susceptibility maps, the fire stations are located
within a 'Very High' zone for liquefaction, see Figure 5 and 6. Liquefaction is the loss of
bearing strength of saturated, cohesionless soils under strong ground motions, which can
cause building settlement by consolidation of soils susceptible to liquefaction. Based on
the hazard maps and a cursory knowledge of the soils in the area, the potential for
liquefaction due to strong ground motions at stations 54 and 55 is considered to be high.
Fire station No. 54 is situated on a developed area. The potential for seismically induced
landslide is therefore considered to be minimal. Fire Station 55 is constructed at the base
of a steep hill which might present a risk of a seismically induced landslide. Currently
published CGS maps for landslide vulnerability do not include this area yet.
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1100, - _ /
AiL-
Station 54 \
Figure 3: Association of Bay Area Governments Earthquake
Liquefaction Susceptibility Map - Very High (Maroon)
i Rafael
I
oua �Fjp ■
t
' My
Aj IA 9 371V
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Station 55
Figure 4: Association of Bay Area Governments Earthquake
Liquefaction Susceptibility Map - Very High (Maroon)
The fire stations are not located within a Special Study Zone as defined by the Alquist-
Priolo Earthquake Fault Zoning Act. The potential for surface fault rupture is considered
to be low.
It should be noted that a more thorough explanation of site seismicity, liquefaction and
specific faulting hazards should be provided by a geotechnical engineer. The
conclusions above rely on general USGS & CGS published data for the San Francisco Bay
Area.
San Rafael Facilities Master Plan- Structural Assessment
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CORNERSTONE
structural engineering group
PART 3: STRUCTURAL EVALUATION
3.1 Evaluation
An ASCE 31 Tier 1 seismic evaluation of the two fire stations was performed using the
Immediate Occupancy performance level. The buildings were evaluated for Basic
Structural (Sec. 3.7), Supplemental Structural (Sec. 3.7S) and Geologic Site Hazard and
Foundation (Sec. 3.8) checklists. This report does not evaluate the buildings for the
Nonstructural (Sec. 3.9) checklist, which is typically performed by an Architect or other
qualified professional.
3.2 Documentation
Available records or as -built drawings for the fire station include:
Station 54:
• The architectural, structural and electrical construction drawings for the fire
station building by Roger F. Hooper and Associates from San Francisco. Sheets 1-8
of 8, with additional sheets 1 and 2 that are undated. Sheets 1-8 are dated March
17, 1964. Structural Engineer of record appears to be Whitlow, Hoffman, and
Albritton Civil and Structural Engineers from San Rafael.
Station 55:
• The architectural, drawings for the fire station building by Hooper, Olmsted &
Emmons Architects from San Francisco. Sheets Al -A4, that are dated March 7,
1966.
• The structural drawings for the fire station building sheets Sl and S2 by Whitlow,
Hoffman, and Albritton Civil and Structural Engineers from San Rafael. The
structural drawings bear the some date as the architectural plans.
The information provided within this report regarding the buildings is based on field
observation and review of available as -built drawings.
3.3 Vertical Load Systems
Station 54:
The apparatus bay high roof is a gable roof and is constructed of 3/8 inch
plywood sheathing over 2x8 T&G straight planks spanning 3 feet between 6x8
timber purlins (rotated) in turn spanning between welded steel bents spanning 32
feet across the apparatus bay at approximately 1 1.75 feet spacing. The wall
framing around the apparatus bay consists of 6 inch thick tilt -up concrete wall
panels interconnected by cast -in-place concrete columns at the steel bents. The
concrete panels and columns are supported on conventional shallow spread
footings.
• The low fiat roof over the living quarters consists of 3/8 inch plywood sheathing
over 2x wood joists at 16 inches supported in turn by interior wood framed
bearing walls. The wall construction consists of typical wood framed bearing
walls around the low roof with conventional shallow spread footing foundations.
The apparatus bay slab on grade is 6 inches thick and the living quarters slab is 4
inches thick.
Station 55:
• The apparatus bay high roof is a gable roof and is constructed of 3/8 inch
plywood sheathing over 2x8 T&G straight planks spanning 3 feet between 6x8
timber purlins in turn spanning between welded steel bents spanning 32 feet
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across the apparatus bay at approximately 11.75 feet spacing. The wall framing
around the apparatus bay consists of conventional wood framing with 6x8 wood
columns at the steel bents. Walls and columns are supported by an 11 inch thick
suspended structural concrete slab spanning between an interior concrete
grade beam and perimeter grade beams supported on a combination of drilled
concrete piers and driven timber piles. It appears that all of the deep foundation
elements on the "bay" side of the structure are driven piles.
The low flat roof over the living quarters consists of 3/8 inch plywood sheathing
over 2x wood joists at 16 inches supported in turn by interior wood framed
bearing walls. The wall construction consists of typical wood framed bearing
walls around the low roof area. Walls are supported by an 8 inch thick suspended
structural concrete slab spanning between an interior concrete grade beam and
perimeter grade beams supported on driven timber piles. It appears that all of
the deep foundation elements on the "bay" side of the structure are driven piles.
3.4 Lateral Load System
Lateral loads acting on the fire station buildings result from either wind pressure or
earthquake -induced inertia forces acting on structural and non-structural elements.
Lateral loads acting on the structure are transferred through flexible roof and floor
diaphragms to the primary lateral -force resisting system of the structure. The primary
lateral -force resisting systems consist of the following systems:
Station 54:
Apparatus bay roof and low roof diaphragms are constructed of 3/8 inch
plywood sheathed diaphragms spanning horizontally to conventional plywood
sheathed wood shear walls at the low roof which transfer lateral loads down to
the continuous concrete spread footings through cast -in-place anchor bolts.
The high bay walls are tilt -up concrete walls that transfer in -plane loads through
dowels into the continuous perimeter spread footings.
Station 55:
• Apparatus bay roof and low roof diaphragms are constructed of 3/8 inch
plywood sheathed diaphragms spanning horizontally to conventional plywood
sheathed wood shear walls which transfer lateral loads down to the continuous
concrete grade beams through cast -in-place anchor bolts. Grade beam shear
is ultimately resisted by pile bending, friction, and passive soil pressure.
3.5 Conditional Review
Based on our review, the fire station buildings appear to be in general compliance with
the codes and standard construction practices in effect at the time of their construction.
The exterior, interior, and portions of the roof of the fire station were observed during the
site visit on March 19-20, 2015. Based on our cursory observations, the buildings appear
to be in overall good condition, except for the following specific conditions as noted
(see Appendix for photos referenced):
Station 54:
• There is evidence of apparatus bay slab deterioration at the front lip adjacent to
the apron slab. (See Photo 2)
• Roof overhangs appear to need re -painting. Primary outriggers appear to still be
in good condition, but the 2x decking shows extensive dry rot on the north side of
the building at the soffit. (See Photo 3)
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• Minor differential settlement cracking was noted in the rear concrete panel at
the back of the apparatus bay. (See Photo 4)
• The site may have experienced overall soil consolidation beneath the building
footprint, as the paving areas behind the station are noticeably higher than the
floor slab, creating an undesirable drainage condition (See Photo 5)
Station 55:
• There is evidence of apparatus bay slab grinding at the front lip adjacent to the
apron slab, to facilitate the transition to the apron as it settles. (See Photo 7)
• Roof overhangs appear to need re -painting. Primary outriggers show weather
damage and the 2x decking shows extensive dry rot on outer edge of the eaves
all around at the soffit. (See Photos 8 & 9)
• Minor slab cracking was noted in the suspended slab of the apparatus bay. (See
Photo 10)
• The site may have experienced overall soil consolidation beneath the building
footprint, as the site walks around the station behind the station are noticeably
distorted (See Photo 1 1)
3.6 Seismic Evaluation Findings
Based on the ASCE 31 Tier 1 review, the following items are of significance for the
performance of the building when subjected to strong ground motions during an
earthquake.
Station 54:
Positive Features
• Low rise mostly wood framed structures are relatively lightweight and historically
perform well in seismic events.
• Both roof diaphragms have plywood sheathing.
• Wood framed exterior walls have plywood sheathing.
• Concrete tilt -up walls have significant in -plane strength.
Negative Features
• Project site is located within an identified liquefaction zone and there are no
special provisions in the foundation system. The overall building appears to have
settled.
• The front wa!I of the concrete apparatus bays has inadequate shear walls in the
transverse direction. The foundations for these walls are inadequate for seismic
overturning.
• The north wall of the apparatus bay is completely open between the building
columns with a row of clerestory windows. There is inadequate shear resistance in
this plane and the columns do not have sufficient strength to transfer diaphragm
loads to the low roof diaphragm.
• There is a lack of roof -to -wall ties for the concrete panels under out -of -plane
seismic forces.
• There is an out of plane panel stability issue below the clerestory windows in the
apparatus bay for out of plane seismic forces at panels with openings.
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• There exists a split-level diaphragm between the high roof and the low roof
above the offices and other areas. This effectively splits the building in multiple
parts and presents vulnerability for separation at this joint where the roof step
occurs. Existing wall ties transfer seismic forces through cross grain bending in the
existing low roof ledger which is prohibited.
• There do not appear to be any hold-downs for the wood framed walls.
• There is a lack of roof to -wall ties at re-entrant corners.
Station 55:
Positive Features
• Low rise mostly wood framed structures are relatively lightweight and historically
perform well in seismic events.
• Both roof diaphragms have plywood sheathing.
• Wood framed exterior walls have plywood sheathing.
Negative Features
• Project site is located within an identified liquefaction zone.
• The front wall of the apparatus bays has inadequate shear walls in the transverse
direction.
• There exists a split-level diaphragm between the high roof and the low roof
above the offices and other areas. This effectively splits the building in multiple
parts and presents vulnerability for separation at this joint where the roof step
occurs.
• There is a lack of roof to -wall ties at re-entrant corners.
PART 4: CONCLUSION AND RECOMMENDATIONS
4.1 Expected Performance
Findings within this report provide a general structural conditional and seismic assessment
of the existing buildings of the San Rafael Fire Stations No. 54 and 55 located at 46 Castro
Ave. and 955 Point San Pedro Rd. in San Rafael, CA. Our evaluation concludes that the
buildings fail to meet full compliance for ASCE 31 Tier 1 Immediate Occupancy
performance criteria.
The following structural relative performance descriptions are based on our professional
engineering judgment and experience, and are not part of the ASCE 31 Tier 1 checklist.
These descriptions are included to provide a general estimation of seismic performance
of the structure, based on component evaluations provided by the Tier 1 evaluation
procedure. We expect the building to perform as follows:
• The buildings are anticipated to perform below average in comparison to
buildings of similar construction when subjected to a design level earthquake,
due to overstressed shear walls, discontinuous shear walls, lack of hold downs,
and geometric irregularities.
4.2 General Recommendation for Conditional Issues
The following recommendations are provided to address issues concerning the condition
of the existing fire station buildings. While none of these represent immediate life safety
9 of 17
San Rafael Facilities Master Plan- Structural Assessment r AM
CORNERSTONE
structural engineering group
issues; it is recommended that these issues be addressed in the near future to prevent
further deterioration from occurring:
Station 54:
• The front edge of the apparatus bay slab to apron interface should be removed
and reconstructed.
• Water damaged decking at overhangs should be removed and replaced.
• Exterior overhangs should be re -painted
• Rear portion of site should be re -graded to allow positive drainage
Station 55:
• The front edge of the apparatus bay slab to apron interface should be removed
and reconstructed.
• Water damaged decking at overhangs should be removed and replaced.
Reduction of the overhang length should be considered to allow damaged ends
to be trimmed off.
• Exterior overhangs should be re -painted
• natwork around site should be removed and replaced
4.3 Seismic Recommendations
The following qualitative recommendations are provided to address our opinion of the
potential remediation options for identified seismic deficiencies. these methods are
based on our evaluations described elsewhere in this report and engineering judgment.
While the recommendations listed below do not represent any immediate concerns that
warrant facility closure, they do describe building components that are non-compliant
per the ASCE 31 Tier i checklist review for Immediate Occupancy performance or as
identified by conditional or systemic deficiencies. We recommend these repairs and
seismic upgrades are programmed into a future project:
Station 54:
• Enhance the existing plywood shear walls as necessary to make up for deficient
shear capacity. Similarly enhance sill bolting connection as necessary.
• Provide a collector tie and vertical column strong -back at front and back ends of
apparatus bay along the roof plane elevation discontinuity to provide continuity
across the split-level diaphragms so that seismic load can be delivered to shear
walls as they occur.
• Install new collectors in low roof
• Re -sheathe high roof with new plywood. Install new hold-downs and new footing
supplements at existing shear walls at the ground floor slab/foundation level
• Provide new shotcrete infill panel at 2 clerestory windows.
• Provide horizontal strong -back at concrete panels with clerestory windows where
panel openings occur.
• Provide roof -to -wall tie enhancement at concrete wall to roof interface
• Provide exterior shear buttress at front wall of apparatus bay.
• Provide footing replacement at front wall of apparatus bay
• Obtain geotechnical assessment of liquefaction potential and possible mitigation
if necessary.
10 of 17
San Rafael Facilities Master Plan Structural Assessment W_
CORNERSTONE
structural engineering group
Station 55:
• Enhance the existing plywood shear walls as necessary to make up for deficient
shear capacity. Similarly enhance sill bolting connection as necessary.
• Provide a collector tie at front and back ends of apparatus bay and a vertical
column strong back at the back end of the apparatus bay along the roof plane
elevation discontinuity to provide continuity across the split-level diaphragms so
that seismic load can be delivered to shear walls as they occur.
• Install new collectors in low roof
• Install new hold-downs at existing shear walls at the ground floor slab/foundation
level
• Obtain geotechnical assessment of liquefaction potential and possible mitigation
for new flatwork or additions as necessary.
11 of 17
San Rafael Facilities Master Plan- Structural Assessment r AN
CORNERSTONE
structural engineering group
PART 5: APPENDIX - PHOTOS
Photo 1: Station 54, Exterior of the Building
Photo 2: Station 54, Slab Deterioration
12 of 17
San Rafael Facilities Master Plan Structural Assessment or- AM
CORNERSTONE
structural engineering group
Photo 3: Station 54, Dry Rot in Roof Decking
Photo 4: Station 54, Differential Settlement Cracking in App Bay
San Rafael Facilities Master Plan- Structural Assessment
13 of 17
i AM
CORNERSTONE
structural engineering group
Photo 5: Station 54, Possible Soil Consolidation
San Rafael Facilities Master Plan Structural Assessment
14 of 17
r r
CORNERSTONE
structural engineering group
Photo 6: Station 55, Exterior of the Building
Photo 7: Station 55, Slab Grinding at Front Lip
San Rafael Facilities Master Plan- Structural Assessment
15 of 17
orp- AN
CORNERSTONE
structural engineering group
Photo 8: Station 55, Dry Rot in Roof Decking
Photo 9: Station 55, Dry Rot in Roof Decking
16 of 17
San Rafael Facilities Master Plan- Structural Assessment
CORNERSTONE
structural engineering group
Photo 10: Station 55, Minor Slab Cracking in App Bay
Photo 11: Station 55, Possible Soil Consolidation
San Rafael Facilities Master Plan- Structural Assessment
17 of 17
r� r
City of San Rafael - Essential Facilities Strategic
Plan
2015-0131
prepared for:
Mary McGrath Architects
prepared by:
Eunice Yoon, PE, LEED AP, BD+C
Jared Doescher, PE, LEED AP
Jason Lau, PE, LEED AP
Thomas de Senna, PE
June 22, 2015
�� INTERFACE
WA ENGINEERING
Assessment of Current City of San Rafael Essential Facilities Fire Station #54
o Mechanical Assessment
Fire Station #54 is a single story building with attached apparatus bay built in 1964. The
gas furnace seems to be part of the original installation and is located in a small
mechanical room, with louvered doors, accessible from the outside of the building. The
gas furnace provides heating to the living quarters and ventilation is provided with
operable windows. The dormitory and the office areas have packaged terminal air
conditioning (PTAC) units installed through the walls for cooling. The existing gas
furnace is antiquated and has exceeded the recommended useful life. The two PTAC
units are in fair condition and have approximately 5 years remaining useful life. The
HVAC system for this building with the central furnace and PTAC units are not
adequately sized to provide necessary cooling and heating. The Toilet and Shower room
are provided with ceiling mounted exhaust fans on a dial timer switch. The exhaust fans
serving this room seem to be working properly and may have 5 years of life remaining.
The Apparatus Bay portion of the building has no cooling system and has gas unit heaters
mounted close to the roof. The engine exhaust duct system seems to be working properly
and well maintained. The exhaust fan for the engine exhaust system has approximately 5
years of useful life.
❑ Plumbing Assessment
The existing piping systems in the building are mostly original and are nearing the end of
their service life.
The sewer lateral from the building flows to a city main in Castro Avenue. We were
unable to verify the size or assess the condition of the underground and below slab
piping.
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1
f
The Apparatus Bay portion of the building has no cooling system and has gas unit heaters
mounted close to the roof. The engine exhaust duct system seems to be working properly
and well maintained. The exhaust fan for the engine exhaust system has approximately 5
years of useful life.
❑ Plumbing Assessment
The existing piping systems in the building are mostly original and are nearing the end of
their service life.
The sewer lateral from the building flows to a city main in Castro Avenue. We were
unable to verify the size or assess the condition of the underground and below slab
piping.
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1
A small sump pump is located outside at the south end of the building. The pump
discharge piping is routed above grade, and is strapped to a fence at the property line. The
discharge pipe material appears to be unpainted ABS, which is not rated for pressure
applications or exposed outdoor installations. We were unable to verify the condition of
the pump.
Roof drainage is by gutters and downspouts and spills to grade. In several locations,
downspout outlets have been diverted away from the building with corrugated plastic
pipe. Several of the downspouts are damaged or corroded.
The building is served by a 1" water meter located in the curb at Castro Avenue. A PRV
and backflow preventer are installed at the point of connection to the building. These
components and piping appear to be in functional condition. We were unable to assess
the condition of the underground piping. Hot water is supplied from a gas fired water
heater, installed in 1992. The domestic hot water system is uncirculated.
The existing bathroom plumbing fixtures are original, non -water conserving fixtures.
Natural gas service enters at the southwest corner of the building. It runs overhead in the
truck bay, attached directly to the structure, and above ceiling to serve the truck bay
heaters, water heater, furnace, laundry dryer, kitchen range, and outdoor grill. The natural
gas piping appears to be in functional condition.
o Electrical Assessment
Fire Station #54 is currently served by a single PG&E service. Power is derived from an
overhead PG&E pole outside the fire station via overhead power lines to a meter and
main disconnect switch located in the Apparatus Bay. The PG&E meter number is
#5000008388. The main service disconnect switch is rated at 200A, 120/240V, 1 -phase,
3 -wire. The main disconnect switch feeds to a manual transfer switch, which has a power
cord with a receptacle plug to serve a portable emergency generator. The transfer switch
appears to have two output feeders that feed the following:
■ Load Center (125A, 120/240V, 1 -phase, 3 -wire with 8 poles). Located in
Apparatus Bay. Load center is utilizing residential style tandem breakers.
Manufacturer is by General Electric. Appears antiquated and near end of
manufacturer's recommended design life.
■ Panel "A" (225A, 120/240V, 1 -phase, 3 -wire with 42 poles). Located in closet of
Office. There are (6) single pole spaces available within the panelboard.
Manufacturer is by Square D. Appears antiquated and approximately 50 years
old. Existing location does not allow for Code -minimum working clearances.
Emergency power is derived from a portable diesel -engine generator. The generator is a
Honda EB 10000 rated at 9.OkVA, 120/240V, 1 -phase, 3 -wire with a 8 hours fuel tank
capacity at full load. The generator plugs into the receptacle cord outlet coming from the
manual transfer switch.
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Existing lighting system appears to be part of the original construction in the building,
consisting of fluorescent and incandescent luminaires. Fluorescent luminaires consist of
striplights with (2)-32 watt T8 lamps in the Apparatus Bay. Incandescent downlights
were located within the office and living quarters of the building. Luminaires appeared in
poor condition, with missing lenses for several downlights. Toggle switches controlled
the majority of the luminaires. There does not appear to be automatic lighting shutoff for
the building, only contactors for control of outdoor lighting. The outdoor lighting consists
of fairly new LED floodlights.
The existing building is not supported by a fire alarm system. There are individual
battery-operated smoke detectors located within the living quarters. No smoke detectors
were observed in the Apparatus Bay Building. The new building will require an
addressable fire alarm system.
o Telecommunications Assessment
Telecommunication service for the fire station terminates to a telephone backboard
located in a closet within the office. Security equipment and other low voltage equipment
enclosures are located within the closet and mounted on the plywood backboard.
There is a communications equipment cabinet located in the Apparatus Bay. It appears to
contain equipment serving a public address speaker system. Antenna cables are routed
out of the cabinet and up to the exterior roof.
Recommendation for New City of San Rafael Essential Facilities Fire Station #54
Option 2 HVAC System Description
VRF/HR with Fan coils to provide space heating & cooling.
Commercial VRF Condensing Units: Provide outdoor and indoor VRF system as
described in Option 1.
Apparatus Bay: Existing gas unit heaters will be reused to provide heating and roll up
doors wiI I provide ventilation to the space.
Commercial Kitchen: Existing kitchen hood and exhaust fan will be reused.
Residential Laundry room: Provide as described in Option 1.
Bathroom Exhaust System: Existing ceiling mounted exhaust fans for Restroom/Shower
Room shall remain.
Control System: Provide as described in Option 1.
o Option 2 Plumbing System Description
Sanitary Sewer and Vent System: Provide the following:
■ Scope all existing below and above grade waste piping to the point of connection
to the city sewer in Castro Avenue. Replace or repair all damaged piping.
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■ New waste and vent piping to all new and relocated plumbing fixtures such as
water closet, lavatory, tub/shower, washing machine, janitor mop sinks, floor
drain and sinks, indirect waste receptors, and other fixtures. Reuse existing rough
ins where possible.
■ Pipe condensate from mechanical equipment to indirect receptors.
Storm Drainage System:
■ Replace damaged gutters and downspouts.
■ Relocate gutters and downspouts and correct site grading as needed to properly
conduct storm drainage away from the building and toward site storm drains and
catch basins.
Domestic Water System:
Replace all existing below grade domestic water piping from the point of
connection at the water meter. Replace any damaged or corroded existing above
grade domestic water piping. Replace any existing galvanized steel domestic
water piping with copper.
Provide new domestic CW and HW to any new or relocated fixtures. Reuse
existing rough -ins where possible. New fixtures may include the following:
• Bathroom fixtures (water closets, urinals, lavatories, and showers)
• Washing machine box
• Janitor mop sinks
• Trap primers(CW only) to serve floor drains
• Mechanical equipment requiring make-up water with backflow device.
• Hose bibs
Provide a reduced -pressure type backflow preventer or acceptable equivalent per
Water Department requirement.
Provide a new gas fired domestic water heater and circulating pump.
Provide irrigation water to landscaping as required.
Plumbing Fixtures:
Provide all new plumbing fixtures as follows:
• Water closets: Wall -hung with 1.28 gallons per flush, flush valves
• Urinals: Wall -hung with 1/8 gallon per flush, flush valve
• Private Lavatories: Wall hung or counter mounted fixture with 1.0 gpm faucet
• Public lavatories: Wall -hung or counter -mounted fixture with 0.5 gpm faucet
• Shower: 1.8 gpm shower head.
■ Provide interior and exterior hose bibs with vacuum breakers.
■ New floor drains and floor sinks, with trap primers, where indicated. Locate trap
primer where accessible or in -wall with access panel. Reuse existing floor
fixtures that are in good condition.
Natural Gas: Provide the following:
■ Inspect all existing natural gas piping and replace any damaged or corroded
piping. Reuse existing piping that is in good condition.
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■ Provide natural gas to all gas fired appliances such as heaters, furnaces, water
heaters, ranges, and dryers utilizing existing piping and routing when possible.
Piping Materials: Provide all new materials as follows:
■ Sanitary sewer (SS) and vent system: Service weight no -hub cast iron soil pipe
and fittings with standard couplings above ground and heavy weight cast iron soil
pipe and fittings with heavy-duty couplings below ground. Provide corrosion
protection for below grade piping as recommended by Geotechnical Engineer.
■ Potable domestic cold water (CW) system: Type L hard drawn copper tube
above ground; Type K hard drawn copper tube below ground.
■ Potable domestic hot water (HW) system: Type L hard drawn copper tube
aboveground.
■ Natural Gas System:
■ Above ground: Schedule 40, A53 black steel pipe and threaded malleable
iron fittings. Galvanized steel for piping exposed to weather.
■ Below ground: Schedule 40, A53 black steel pipe and threaded
malleable fittings 2-1/2 inches and smaller. Welded pipe 3 inches and
larger. Pipe below grade wrapped with double thickness Scotchwrap No.
51 applied over Scotchwrap pipe primer. Factory applied epoxy coating
to equivalent thickness with field wrapped or epoxied joints approved.
Alternately, Polyethylene piping with tracer wire to meet CPC.
Condensate Drain System: Type M copper tube with solder joints.
o Option 2 Electrical System Description
Service Capacity: If the existing demand load can be verified by PG&E to be
significantly less than the rated capacity of existing service, it may be possible to keep the
existing PG&E service and just replace the antiquated electrical distribution equipment.
New Generator System: In order to reduce cost on the project, it is recommended to size
the emergency generator to support only Code -required standby loads, in lieu of the
whole fire station. The emergency generator, automatic transfer switch, and emergency
panelboard would be reduced as a result.
Site Lighting: Keep existing exterior lighting.
Interior Lighting: Remove option for tap -out system.
Power Distribution: Provide as described in Option 1.
Telecommunication System Description
Incoming cable terminations shall remain in the same location if the location of the
telephone backboard does not change. Otherwise, the cable terminations shall be
relocated to a new location such as a new IT room.'/4-inch by 4 -foot by 8 -foot fire rated
plywood backboards will be provided on every wall in the IT room. The IT room will
have a telecommunications ground bus bar with a #3/0 copper ground to the main
electrical panel and to building steel. Termination blocks will be wall mounted and will
cross -connect with the PBX switch and distribute dial tone throughout the facility.
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Metallic 2 -gang outlet boxes with single gang adapters with I inch metallic
conduit/raceways to accessible ceiling space will be provided for routing and termination
of voice, data and CATV cabling. Telecom locations will be based on Owner input.
Raceway installed per ANSI/TIA/EIA-569-B standards.
Electronic card key access will be provided at identified entry doors and any site gates
that are secure. All exterior doors will be monitored via door position switches and
CCTV. A keypad with and LCD display will be provided at the main entrance for
arm/disarm operation as well as determining which doors are operational or not.
Metallic single -gang outlet boxes with 1/2 -inch metallic conduit/raceways to accessible
ceiling space will be provided for routing and termination of the security/access control
cabling. Security/access control locations will be based on Owner input. Raceway
installed per ANSI/TIA/EIA-569-B standards.
The paging system will be designed to provide program distribution and all -call to
speakers throughout and provide local amplification. Coverage will be included for the
entire interior of both buildings as well as exterior areas as designated by the Owner. The
system will be required to be interfaced to the telephone system for general paging from
any telephone instrument.
One inch metallic conduit/raceways will be provided for routing and termination of the
Paging System. Speaker and volume control locations will be based on Owner input.
Raceway installed per ANSI/TIA/EIA-569-B standards.
The existing communication equipment cabinet shall be coordinated with the Owner to
determine whether it should be reused as part of the renovation.
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6
Electrical Appendix
il
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I '
Figure El: Incoming Electrical Service Equipment
Figure E2: PG&E Utility Pole to Fire Station
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i
III
(
Figure El: Incoming Electrical Service Equipment
Figure E2: PG&E Utility Pole to Fire Station
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i
Figure E3: Typical Low Voltage Equipment Cabinet
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&A
Figure E4: Load Center in Apparatus Bay
J
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I I
l
Figure E5: Branch Circuit Panelboard 'A' in Office Closet
TA2015\2015-013 11 CommlOutgomg12015-06-24 Final BOD Reports 64 Fire Station\20150624..Final BOD Report -Fire Station 54.docx
iii
Mechanical Appendix
TA2015\2015-0131\Comm\Outgoing\2015-06-24 Final BOD Reports':54 Fire Station\20150624_Final BOD Report - Fire Station 54 doex
Specifications are subject to change without notice.
0 2014 Mitsubishi Electric US, Inc.
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COOLING & HEATING
Intertek
1340 Satellite Boulevard
Suwanee GA 30024
Toll Free: 800-033-4822
www.mehvac.com
2014 Mitsubishi Electric US Inc.
Specifications are subject to change without notice.
0 2014 Mitsubishi Electric US, Inc.
CITYMULTIO Model:
PEFY-P36NMAU-E3
mw MITSUBISHI ELECTRIC
Job Name:
Schedule Reference:
Date:
INDOOR UNIT OPTION I
SPECIFICATIONS
Capacity"
Cooling ............................................. ...... 36,000 Btu/h
,y�
,�� ~
Heating ...................................................40,000 Btu/h
Power
Power Source .........................208 / 230V, 1 -phase, 60Hz
Power Consumption
Cooling...........................................................0.24 kW
Heating...........................................................0.22 kW
ns
Current
Cooking......................................................................1.50 A
Heating................................I.....................................1.39 A
Minimum Circuit Ampacity (MCA).................................3.32 A
Maximum Overcurrent Protection (MOCP) Fuse.............15 A
GENERAL FEATURES
External Finish ..... .............. ........... Galva nized-steel Sheet
• Dual set point functionality
• Multiple fan speed settings
External Dimensions
• Auto fan mode
Inches...,. .......................... 9-7/8 H x 55-1/8 W x 28-7/8 D
• 9.7/8" (250mm) high for low ceiling heights
mm ................ ........... ........ .......... 250Hx1,400Wx732D
• Built-in condensate lit; lifts to 27-9/16" (700 mm)
• Ducted fan coil supporting multiple configurations for flexible
Net Weight.....,„..............................................86 lbs. / 39 kg
installation
CoilType.................................................................Cross Fin
(Aluminum Plate Fin and Copper Tube)
Fan
Type x Quantity.......................................Sirocco Fan x 2
Airflow Rate (Low -Mid -High) ................... 812 - 989 -1,165 CFM
OPTIONS
External Static Pressure..... 0.14 - 0.20 - 0.28 - 0.40 - 0.60"WG
External Heater Adapter...... .. CN24RELAY-KIT-CM3
Motor Type.......................................................DC Motor
Filter Box (Includes 2" MERV 13 filter) .............
FBM2-4
Air Filter...................................Polypropylene Honeycomb
Refrigerant Piping Dimensions
Liquid (High Pressure)..................3/8" / 9.52 mm (Brazed)
Gas (Low Pressure)....................5/8" / 15.88 mm (Brazed)
Drainpipe Dimension..............................O.D. 1-1/4"/32 mm
Sound Pressure Levels
Low-Mid-High......................................32 - 37 - 41 dB(A)
• Cooling / Heating capacity indicated at the maximum value at
operation under the following conditions:
Cooling Indoor: 80• F (27° C) DB / 67' F (19" C) WB,
Cooling I ndoor: Outdoor 95° F (35' C) DB
Heating Indoor. 70• F (21• C) DB,
Heating Outdoor 47• F (8'C) DB /43'F (6'C) WB
Notes.
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Specifications are subject to change without notice.
0 2014 Mitsubishi Electric US, Inc.
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1340 Satellite Boulevard
MITSUBISHI Suwanee GA 30024
Intertek ELECTRIC Tele: 678-376-2900 • Fax 800-889-9904
Toll Free: 800-433-4822
FORM# PEFY-P36NMAU-E3 - 201402
COOLING & HEATING www.mehvaacom
Specifications are subject to change without notice.
® 2014 Mitsubishi Electric US, Inc.
Job Name: I
Schedule Reference: Date:
L
GENERAL FEATURES
i
• Dual set point functionality
• Compact, lightweight, shiny -white, flat -panel design
• Quiet operation
• Multiple fan -speed settings
• Intake grille filter is easily removed for cleaning
• Wireless receiver on board
OPTIONS
Condensate Pump ...... .................... ......... .----- S11730-230
CN24 Relay Kit ................................ CN24RELAY-KIT-CM3
SPECIFICATIONS
Capacity"
Cooling .................... ............................ .... 30,000 Btu/h
Heating ....................................................34,000 Btu/h
Power
Power Source .........................208 / 230V, 1 -phase, 60Hz
Power Consumption
Cooling..........................................................0.07 kW
Heating..........................................................0.07 kW
Current
Cooling.....................................................................0.50 A
Heating.....................................................................0.50 A
Minimum Circuit Ampacity (MCA).............................0.63 A
Maximum Overcurrent Protection (MOCP) Fuse.............15 A
ExternalFinish ............................... MunsellNo.1.0Y9.2/0.2
External Dimensions
Inches..........................14-3/8 H x 46-1/16 W x 11-5/8 D
mm........................................365 H x 1,170 W x 295 D
Net Weight
Unit...........................................................46 lbs. / 21 kg
CoilType.................................................................Cross Fin
(Aluminum Plate Fin and Copper Tube)
Fan
Type x Quantity...................................Line Flow Fan x 1
Airflow Rate (Low -High) ................................. 710-920 CFM
Motor Type...................................Direct-drive DC Motor
Air Filter _ ..............................Polypropylene Honeycomb
Refrigerant Piping Dimensions
Liquid (High Pressure).....................3/8" / 9.52 mm (Flare)
Gas (Low Pressure).......................5/8" / 15.88 mm (Flare)
Drainpipe Dimension..................................I. D. 5/8" / 16 mm
Sound Pressure Levels
Low-High................................................43 - 49 dB(A)
Cooling I Heating capacity indicated at the maximum value at operation under the following conditions:
Coaling I Indoor: 80• F (27' C) DB / 67" F (19' C) VVB, Outdoor 95' F (35' C) DB
Heating I Indoor: 70' F (21' C) DB, Outdoor 47" F (8` C) DB / 43' F (6' C) VVB
Notes.
Specifications are subject to change without notice.
0 2013 Mitsubishi Electric US, Inc.
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Q Liquid pipe Refrigerant pipe: 318 0 D(09 52)
Flared connection: 318E
Refrigerant pipe: 518 O 0(015 88)
OG - pipe Flared connection 518F
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Specifications are subject to change without notice.
0 2013 Mitsubishi Electnc US, Inc.
mtMITSUBISHI
ELECTRIC
COOLING & HEATING
— Live Better
3400 Lawrenceville Suwanee Rd
Suwanee, GA 30024
Zr:678-376-2900 • Fax 800.889.9904
Toll Free: 800-433-0822 (#4)
www.mitsubishipro corn
Specifications are subject to change without notice.
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Q Liquid pipe Refrigerant pipe: 318 0 D(09 52)
Flared connection: 318E
Refrigerant pipe: 518 O 0(015 88)
OG - pipe Flared connection 518F
QDrainhose 518(016)I.D
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Specifications are subject to change without notice.
0 2013 Mitsubishi Electnc US, Inc.
mtMITSUBISHI
ELECTRIC
COOLING & HEATING
— Live Better
3400 Lawrenceville Suwanee Rd
Suwanee, GA 30024
Zr:678-376-2900 • Fax 800.889.9904
Toll Free: 800-433-0822 (#4)
www.mitsubishipro corn
Specifications are subject to change without notice.
INDOOR UNIT OPTION 3
PVFY-P54NAMU-E
GENERAL FEATURES
• Multi -position design is suitable for any application requires no
additional kits, even for downflow configuration
• Dual set point functionality
• Designed specifically for use with CITY MULTI® outdoor units
• Choice of three fan speeds for optimum comfort
• Highly efficient DC motor and a forward curved blower ensures quiet
consistent fan operation
• Optional relay kit provides functionality for two stage auxiliary heat
(1 kit per stage), humidifier integration, or other custom applications
• Control board includes a condensate overflow switch connection
• Heavy -gauge steel cabinets with 1" fiberglass -free foam insulation
with an R-4.2 insulation value
• Suitable for use in air handling spaces in accordance with Section
18.2 of UL 1995 4th Edition
• Tested in accordance with ANSI/ASHRAE Standard 193;
less than 1 % air leakage at maximum airflow
ACCESSORIES:
Relay Kit ....................... .................................... CN24RELAY-KIT-CM3
Fan Speed Indication Adapter ..................................................PAC -735
SPECIFICATIONS:
Cooling Btu/h 54,000
Heating Btu/h 60,000
Cooling / Heating capacity indicated at the maximum value at operation under the
following conditions:
Cooling I Indoor: 80• F (27• C) DB / 67• F (19° C) WB
Cooling I Outdoor: 95• F (35• C) DB
Heating I Indoor: 70• F (21' C) DB
Heating I Outdoor: 47• F (8° C) DB 143* F (6•C) WB
Electrical Power 1 -phase, 208 / 230V, 60Hz
Requirements
Minimum Circuit JA T 5.63/5.63
Ampacity (MCA)
Maximum Fuse Size A 15
I 1
External
Dimensions
Height In.(mm) 59-1/2 (1,511)
Width In.(mm) 25 (635)
Depth In.(mm) 21-5/8 (548)
Net Weight Lbs.(kg) L172 (78)
External Finish
High -gloss polyester powder coated
Coil Type Cross Fin
(Aluminum Plate Fin and Copper Tube)
Type x Quanity Sirocco fan x 1
Airflow rate CFM1,040 - 1,262 - 1,485
(Low - Mid - High)
External Static Pressure In. WG 0.30 / 0.50 / 0.80 (Selectable)
1
Motor Type i DC motor
Polypropylene Honeycomb
PipingRefrigerant
Liquid (High Pressure) In.(mm) 3/8 (9.52) Brazed
Gas (Low Pressure) In.(mm) 5/8 (15.88) Brazed
ri . • . - In.(mm) FPT 3/4 (19.05)
Sound Data
room)(measured in anechoic
Sound Pressure Level IdB(A) 36-40-44
Specifications are subject to change without notice. 0 2015 Mitsubishi Electric US, Inc.
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Form# PVFY-P54NAMU-E - 201503
D
Units: mm (in.)
AkMITSUBISHI
, ELECTRIC
COOLING & HEATING
1340 Satellite Bou'evard. Suwanee. GA 30024
Toll Free: 800-033-0822 www.mehvac.com
ET- us
Intertek
Specifications are subject to change without notice. ® 2015 Mitsubishi Electnc US, Inc.
Job Name:
I Schedule Reference: I Date: I
BC CONTROLLER FEATURES
• Used with R2 -Series and WR2-Series outdoor units only
• Each branch supports 54,000 Btu/h or less
• Reducers are included for indoor units 18,000 Bluth or less
OPTIONS
Joint Adapter (Port Connector)..........................CMY R160C-J
Condensate Pump ................................................... S130230
External Dimensions
Inches ........................... 11-3/16 h x 43-1/4 w x 17 d
mm ................................ 284 h x 1,098 w x 432 d
Net Weight.................................138 lbs. / 62 kg
Number of Branches..................................16
Indoor Unit Capacity
Connectable to one Branch
• Model P54 or smaller
• Use optional port connector combining two branches
when the total unit capacity exceeds 55,000 Btu/h. Use
the reducer (standard accessory) when an indoor unit of
18,000 Btu/h or smaller is connected.
Refrigerant ....................................... R410A
Refrigerant Piping Diameter
To Outdoor and Water -source Units
P72
High Pressure Pipe ............... 5/8" / 15.88 mm Brazed
Low Pressure Pipe ................ 3/4" / 19.05 mm Brazed
P96/P108
High Pressure Pipe ............... 3/4" / 19.05 mm Brazed
Low Pressure Pipe ..... ............ 7/8" / 22.2 mm Brazed
SPECIFICATIONS
P126
High Pressure Pipe ............
. .... 3/4" / 19.05 mm Brazed
Power
Low Pressure Pipe ................1-1/8"
/ 28.58 mm Brazed
Power Source ........ ............ 2081230V. 1 phase, 60Hz
Power Input
To Indoor Unit
Cooling ....... .. ............... .....
...0.217 kW
Liquid Pipe ..........................
3/8" / 9.52 mm Flare
Heating ................... ...... ..........
0.106 kW
(1/4" / 6.35 mm with attached reducer used)
Current
Cooling (208 / 230) .........................
1.04 / 0.94 A
Gas Pipe...........................
5/8" / 15.88 mm Flare
Heating (208 / 230) .........................
0.51 / 0.46 A
(1/2" / 12.7 mm with attached reducer used,
Minimum Circuit Ampacity (MCA) (208 / 230) .......
1.30/1.18 A
3/4" / 19.05 mm and 7/8" / 22.2 mm
Maximum Overcurrent Protection (MOCP).................
15A
with optional port connector used)
External Finish ...................... Galvanized Steel Plate
Notes:
Specifications are subject to change without notice.
0 2015 Mitsubishi Electric US. Inc.
Drainpipe .............................. O.D. 1-1/4" / 32 mm
Drw.: CMB -P -NU -G W659644
unit: mm(in)
C us
Intertek
FORM# CMB-P1016NU-G - 201503
Specsfications are subject to change without notice.
Q 2015 Mitsubishi Electric US, Inc.
AAMITSUBISHI
W ELECTRIC
CO OLI NG & HEATI N G
1340 Satellite Bou'evard
Suwanee, GA 30024
Tall Free: 000-433.4022
www.mehvac com
City of San Rafael - Essential Facilities Strategic
Plan
2015-0131
prepared for:
Mary McGrath Architects
prepared by:
Eunice Yoon, PE, LEED AP, BD+C
Jared Doescher, PE, LEED AP
Jason Lau, PE, LEED AP
Thomas de Senna, PE
June 22, 2015
INTERFACE
MIS -
UPS ENGIN E E R I N G
Assessment of Current City of San Rafael Essential Facilities Fire Station #55
o Mechanical Assessment
Fire Station #55 is a single story building with attached apparatus bay built in 1966. The
gas furnace seems to be part of the original installation and is located in a small
mechanical room accessible from the outside of the building with louvered doors. The
gas furnace provides heating to the living quarters and the ventilation is provided with
operable windows. No mechanical cooling is currently available for the building. The
existing gas furnace is antiquated and has exceeded the recommended useful life. The
Toilet and Shower room are provided with original ceiling mounted exhaust fans on a
dial timer switch. The exhaust fans serving these rooms have exceeded its recommended
useful life and shall be replaced.
The Apparatus Bay portion of the building has no cooling system and has gas unit heaters
mounted close to the roof. The engine exhaust duct system seems to be working properly
and well maintained. The exhaust fan for the engine exhaust system has approximately
10 years of useful life.
o Plumbing Assessment
The existing piping systems in the building are mostly original and are nearing the end of
their service life.
The sewer lateral from the building flows west under the main driveway and small park
area on the property. We were unable to verify the size or assess the condition of the
underground and below slab piping. Original design drawings indicate that the sewer
main may be 6".
Roof drainage is by gutters and downspouts and spills to grade. Several of the
downspouts are damaged or corroded.
The building is served by a 1" water meter located in the landscape area at the south side
of the building. The existing piping at the point of connection to the building appears to
be galvanized steel. We were unable to assess the condition of the underground piping.
Hot water is supplied from a gas fired water heater, installed in 2011. The domestic hot
water system is uncirculated.
The existing bathroom plumbing fixtures are original, non -water conserving fixtures.
Natural gas service enters at the south side of the building. It runs above ceiling to serve
the apparatus bay heaters, water heater, furnace, kitchen range, and outdoor grill. Piping
inside of the building appears to be in functional condition. Piping outside of the building
is severely corroded.
T \2015\2015-0131', Comm•.Outgomg\2015-06-24 Final BOD Reports\55 Fire Station\20150624 Final BOD Report - Fire Station 55 docx
o Electrical Assessment
Fire Station #55 is currently served by a single PG&E service. Power is derived from an
underground PG&E vault outside the fire station to a meter and main disconnect switch
located in the Apparatus Bay. The PG&E meter number is #1009715174. The main
service meter pedestal is rated at 200A, 120/240V, 1 -phase, 3 -wire, with a 150A/2P main
breaker. The main disconnect switch feeds to a manual transfer switch, which has a
power cord with a receptacle plug to serve a portable emergency generator. The transfer
switch appears to have two output feeders that feed the following:
• Load Center (125A, 120/240V, I -phase, 3 -wire with 8 poles and 30A/2P
main breaker). Located in Apparatus Bay. Load center is utilizing
residential style tandem breakers. Manufacturer is by General Electric.
Appears antiquated and near end of manufacturer's recommended design
life.
• Panel "A" (225A, 120/240V, 1 -phase, 3 -wire with 42 poles). Located in
closet of Office. There are (2) single pole spaces available within the
panelboard. Manufacturer is by Westinghouse. Appears antiquated and
approximately 50 years old. Existing location does not allow for Code -
minimum working clearances.
Emergency power is derived from a portable diesel -engine generator. The generator is a
Honda EB 10000 rated at 9.OkVA, 120/240V, 1 -phase, 3 -wire with a 8 hours fuel tank
capacity at full load. The generator plugs into the receptacle cord outlet coming from the
manual transfer switch.
Existing lighting system appears to be part of the original construction in the building,
consisting of fluorescent and incandescent luminaires. Fluorescent luminaires consist of
striplights with (2)-32 watt T8 lamps in the Apparatus Bay. Incandescent downlights
were located within the office and living quarters of the building. Luminaires appeared in
poor condition, with missing lenses for several downlights. Toggle switches controlled
the majority of the luminaires. There does not appear to be automatic lighting shutoff for
the building, only contactors for control of outdoor lighting. The outdoor lighting consists
of antiquated incandescent floodlights and incandescent wall -mounted cylinders.
The existing building is not supported by a fire alarm system. There are individual
battery-operated smoke detectors located within the living quarters. No smoke detectors
were observed in the Apparatus Bay Building. The new building will require an
addressable fire alarm system.
o Telecommunications Assessment
Telecommunication service for the fire station terminates to a telephone backboard
located in a closet within the office. Security equipment and other low voltage equipment
enclosures are located within the closet and mounted on the plywood backboard.
There is a communications equipment cabinet located in the Apparatus Bay. It appears to
contain equipment serving a public address speaker system. Antenna cables are routed
out of the cabinet and up to the exterior roof. There is also telephone punch block
mounted on plywood backboard next to the communications equipment cabinet.
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2
Recommendation for New City of San Rafael Essential Facilities Fire Station #55
o Option 2 HVAC System Description
VRF/HR with Fan coils to provide space heating & cooling.
Commercial VRF Condensing Units: Provide outdoor and indoor VRF system as
described in Option 1.
Apparatus Bay: Existing gas unit heaters will be reused to provide heating and roll up
doors will provide ventilation to the space.
Commercial Kitchen: Existing kitchen hood and exhaust fan will be reused.
Residential Laundry room: Provide as described in Option 1.
Bathroom Exhaust System: Provide as described in Option 1.
Control System: Provide as described in Option 1.
o Option 2 Plumbing System Description
Sanitary Sewer and Vent System: Provide the following:
■ Scope all existing below and above grade waste piping to the point of connection
to the city sewer west of the property. Replace or repair all damaged piping.
■ New waste and vent piping to all new and relocated plumbing fixtures such as
water closet, lavatory, tub/shower, washing machine, janitor mop sinks, floor
drain and sinks, indirect waste receptors, and other fixtures. Reuse existing
rough -ins where possible.
■ Pipe condensate from mechanical equipment to indirect receptors.
Storm Drainage System:
■ Replace damaged gutters and downspouts.
■ Relocate gutters and downspouts and correct site grading as needed to properly
conduct storm drainage away from the building and toward site storm drains and
catch basins.
Domestic Water System:
Replace all existing below grade domestic water piping from the point of
connection at the water meter. Replace any damaged or corroded existing above
grade domestic water piping. Replace any existing galvanized steel domestic
water piping with copper.
Provide new domestic CW and HW to any new or relocated fixtures. Reuse
existing rough -ins where possible. New fixtures may include the following:
• Bathroom fixtures (water closets, urinals, lavatories, and showers)
• Washing machine box
• Janitor mop sinks
• Trap primers(CW only) to serve floor drains
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Mechanical equipment requiring make-up water with backflow device.
Hose bibs
• Provide a reduced -pressure type backflow preventer or acceptable equivalent per
Water Department requirement.
• Provide a new gas fired domestic water heater and circulating pump.
• Provide irrigation water to landscaping as required.
Plumbing Fixtures:
Provide all new plumbing fixtures as follows:
• Water closets: Wall -hung with 1.28 gallons per flush, flush valves
• Urinals: Wall -hung with 1/8 gallon per flush, flush valve
• Private Lavatories: Wall hung or counter mounted fixture with 1.0 gpm faucet
• Public lavatories: Wall -hung or counter -mounted fixture with 0.5 gpm faucet
• Shower: 1.8 gpm shower head.
■ Provide interior and exterior hose bibs with vacuum breakers.
• New floor drains and floor sinks, with trap primers, where indicated. Locate trap
primer where accessible or in -wall with access panel. Reuse existing floor
fixtures that are in good condition.
Natural Gas: Provide the following:
■ Inspect all existing natural gas piping and replace any damaged or corroded
piping. Reuse existing piping that is in good condition.
■ Provide natural gas to all gas fired appliances such as heaters, furnaces, water
heaters, ranges, and dryers utilizing existing piping and routing when possible.
Piping Materials: Provide all new materials as follows:
• Sanitary sewer (SS) and vent system: Service weight no -hub cast iron soil pipe
and fittings with standard couplings above ground and heavy weight cast iron soil
pipe and fittings with heavy-duty couplings below ground. Provide corrosion
protection for below grade piping as recommended by Geotechnical Engineer.
• Potable domestic cold water (CW) system: Type L hard drawn copper tube
above ground; Type K hard drawn copper tube below ground.
• Potable domestic hot water (HW) system: Type L hard drawn copper tube
aboveground.
• Natural Gas System:
• Above ground: Schedule 40, A53 black steel pipe and threaded malleable
iron fittings. Galvanized steel for piping exposed to weather.
• Below ground: Schedule 40, A53 black steel pipe and threaded
malleable fittings 2-1/2 inches and smaller. Welded pipe 3 inches and
larger. Pipe below grade wrapped with double thickness Scotchwrap No.
51 applied over Scotchwrap pipe primer. Factory applied epoxy coating
to equivalent thickness with field wrapped or epoxied joints approved.
Alternately, Polyethylene piping with tracer wire to meet CPC.
■ Condensate Drain System: Type M copper tube with solder joints.
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o Option 2 Electrical System Description
Service Capacity: If the existing demand load can be verified by PG&E to be
significantly less than the rated capacity of existing service, it may be possible to keep the
existing PG&E service and just replace the antiquated electrical distribution equipment.
New Generator System: In order to reduce cost on the project, it is recommended to size
the emergency generator to support only Code -required standby loads, in lieu of the
whole fire station. The emergency generator, automatic transfer switch, and emergency
panelboard would be reduced as a result.
Site Lighting: Provide as described in Option 1.
Interior Lighting: Remove option for tap -out system.
Power Distribution: Provide as described in Option 1.
o Telecommunication System Description
Incoming cable terminations shall remain in the same location if the location of the
telephone backboard does not change. Otherwise, the cable terminations shall be
relocated to a new location such as a new IT room.'/4-inch by 4 -foot by 8 -foot fire rated
plywood backboards will be provided on every wall in the IT room. The IT room will
have a telecommunications ground btls bar with a #3/0 copper ground to the main
electrical panel and to building steel. Termination blocks will be wall mounted and will
cross -connect with the PBX switch and distribute dial tone throughout the facility.
Metallic 2 -gang outlet boxes with single gang adapters with 1 inch metallic
conduit/raceways to accessible ceiling space will be provided for routing and termination
of voice, data and CATV cabling. Telecom locations will be based on Owner input.
Raceway installed per ANSI/TIA/EIA-569-B standards.
Electronic card key access will be provided at identified entry doors and any site gates
that are secure. All exterior doors will be monitored via door position switches and
CCTV. A keypad with and LCD display will be provided at the main entrance for
arm/disarm operation as well as determining which doors are operational or not.
Metallic single -gang outlet boxes with % -inch metallic conduit/raceways to accessible
ceiling space will be provided for routing and termination of the security/access control
cabling. Security/access control locations will be based on Owner input. Raceway
installed per ANSI/TIA/EIA-569-B standards.
The paging system will be designed to provide program distribution and all -call to
speakers throughout and provide local amplification. Coverage will be included for the
entire interior of both buildings as well as exterior areas as designated by the Owner. The
system will be required to be interfaced to the telephone system for general paging from
any telephone instrument.
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One inch metallic conduit/raceways will be provided for routing and termination of the
Paging System. Speaker and volume control locations will be based on Owner input.
Raceway installed per ANSI/TIA/EIA-569-B standards.
The existing communication equipment cabinet shall be coordinated with the Owner to
determine whether it should be reused as part of the renovation.
T UO M2015-0131 Comm Outgoing\2015-06-24 Final BOD Reports155 Fire Station\20150624 Final BOD Report - Fire Station 55.docx
6
Electrical Appendix
..
I
Figure El: Potential PG&E Vault Location Serving Fire Station
Figure E2: Main Service Meter and Pedestal
T12015\2015-0131 :Comm`.Outgoing\2015-06.24 Final BOD Reports 55 Fire Station\20150624 Final BOD Report - Fire Station 55 docx
Figure E3: Manual Transfer Switch, Load Center, and Telephone Backboard
Figure E4: Communication Equipment Cabinet
T \2015\2015-0131'Comm .Outgoing\2015-06-24 Final BOD Reports`55 Fire Station\20150624_Final BOD Report - Fire Station 55.doex
ii
Figure E5: Telephone and Security Equipment in Office Closet
0
Figure E6: Branch Circuit Panelboard 'A' in Office Closet
T.\2015\2015-0131.Comm Autgomg\2015-06-24 Final BOD Reports 55 Fire Station\20150624 Final BOD Report -Fire Station 55 docx
Ili
Mechanical Appendix
T \2015\2015-013 1 \Comm\Outgoing\2015-06-24 Final BOD Reports`55 Fire Station\20150624 Final BOD Report - Fire Station 55.doex
Job Name:
I Schedule Reference: I Date: I
OUTDOOR VRF HEAT PUMP WITH HEAT RECOVERY
SYSTEM FEATURES
• Assembled in USA
• INVERTER -driven compressor
• Air -source, simultaneous cooling and heating
• Long line lengths - for details see Engineering Manual
• Connects to CITY MULTI indoor units
• Controlled via CITY MULTI Controls Network
UNIT OPTION
u Standard Model ................................ ......... PURY-P120YKMU-U
•� Seacoast (BS) Model-. .......... .............. PURY-P120YKMU-U-BS
OPTIONAL PARTS
Model Name
Joint Kit................................for
details see Pipe Accesories Submittal
-3 BC Controller..................................for
details see BC Controller Subrtagals
Low Ambient KA ....................for
details see Low Ambient Kit Submittal
Li SfxnvfrW Guards Kit.........
for details see Snow/Hail Guards Kit Submittal
Specifications
Model Name
Unit Type
PURY-P120YKMU-U (-BS)
Nominal Cooling Capacity (460V)
Btu/h
120,000
Nominal Heating Capacity (460V)
Btulh
135,000
Operating Temperature Range *1
Cooling (Outdoor) *2
Heating (Outdoor)
23-115° F (-5-46° C) DB
-4-60" F (-20-15 5- C) WB
External Dimensions (H x W x D)
In. (mm)
64-31/32 x 68-29/32 x 29-5/32 (1,650 x 1,750 x 740)
Net Weight
Lbs. (kg)
743 (337)
External Finish
Pre -coated galvanized steel sheet
Electrical Power Requirements
Voltage, Phase, Hertz
460V, 3 -Phase, 60Hz
Minimum Circuit Ampacity (MCA)
A
21
Maximum Fuse Size
A
25
Piping Diameter
(Brazed) (In. / mm)
Liquid (High Pressure)
Gas (Low Pressure)
3/4 (19.05) Brazed
1-1/8 (28.58) Brazed
Max. Total Refrigerant Line Length
Ft.
1,969
Max. Refrigerant Line Length
Between ODU 81DU
Ft.
541
Max. Control Wiring Length
Ft.
1,650
Indoor Unit
Total Capacity
Model / Quantity
50-150% of outdoor unit capacity
P06 -P9611-30
Sound Pressure Levels
dB(A)
60
Fan
Type x Quantity
Propeller fan x 2
Airflow Rate
CFM
11,300
External Static Pressure
In. WG
Selectable; 0, 0.12 or 0.24"WG; factory set to 0"W.G.
Compressor Operating Range
15% to 100%
Compressor Type x Quantity
Inverter scroll hermetic compressor
Refrigerant
R41 OA x 26 lbs + 1 oz (11.8 kg)
Protection Devices
High Pressure
High pressure sensor, High pressure switch at 4.15 MPa (601 psi)
Inverter Circuit
(Comp. / Fan
Over -current protection
Fan Motor
Thermal switch
AHREER
(Ducted/Non-Ducted) Ratings
Duc
11.7/12.2
IEER
18.6/20.8
COP
3.45/3.61
Simultaneous Rating
(Ducted/Non-Ducted)
SCHE'3
16.80/1970
Blue Fin Anti -corrosion Protection: Cellulose- and polyurethane -resin coating treatment applied to condenser coil that protects it from air contaminants
Standard: Z1 pm thick; Salt Spray Test Method - no unusual rust development to 480 hours.
Seacoast (BS): Zi um thick; Salt Spray Test Method - no unusual rust development to 960 hours.
NOTES:
•1 Harsh weather environments may demand performance enhancing equipment. Ask your Mitsubishi Electric representative for more details about your region.
•2 For details on extended cooling operation range down to -10° F DB, see LowAmb:ent Kit Submittal.
'3. Simultaneous Cooling and Heating Efficiency
Specifications are subject to change without notice.
Q 2014 Mitsubishi Electric US. Inc.
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COOLING & HEATING
Intertek
1340 Satellite Bowevard
Suwanee, GA 30024
Toll Free: 800-433-4822
www mehvac com
20YKMU-U (-BS) - 201407
Specifications are subject to change without notice.
:Y 2014 Mitsubishi Electric US, Inc.
Job Name:
I Schedule Reference: I Date:
GENERAL FEATURES
• Dual set point functionality
• Multiple fan speed settings
• Auto fan mode
• 9-7/8" (250mm) high for low ceiling heights
• Built-in condensate lift; lifts to 27-9/16" (700 mm)
• Ducted fan coil supporting multiple configurations for flexible
installation
OPTIONS
External Heater Adapter ... ............ CN24RELAY-KIT-CM3
Filter Box (Includes 2" MERV 13 filter) ....... ... ...... FBM2-4
Notes:
Specifications are subject to change without notice.
0 2014 Mitsubishi Electric US Inc.
SPECIFICATIONS
Capacity"
Cooling ........... ......................................... 36,000 Btu/h
Heating ............. ....................................... 40,000 Btu/h
Power
Power Source .........................208 / 230V, 1 -phase, 60Hz
Power Consumption
Cooling...........................................................0.24
kW
Heating...........................................................0.22
kW
Current
Cooling......................................................................1.50
A
Heating......................................................................1.39
A
Minimum Circuit Ampacity (MCA)................................3.32
A
Maximum Overcurrent Protection (MOCP) Fuse
.............15 A
External Finish..............................Galvanized-steel Sheet
External Dimensions
Inches...............................9-7/8 H x 55-1/8 W x 28-7/8 D
mm. ....................................... .... 250Hx1,400Wx732D
Net Weight.....................................................86 lbs. / 39 kg
Coil Type.................................................................Cross Fin
(Aluminum Plate Fin and Copper Tube)
Fan
Type x Quantity.......................................Sirocco Fan x 2
Airflow Rate (Low -Mid -High) ................... 812 - 989 -1,165 CFM
External Static Pressure.....0.14 - 0.20 - 0.28 - 0.40 - 0.60"WG
MotorType.......................................................DC Motor
Air Filter....................................Polypropylene Honeycomb
Refrigerant Piping Dimensions
Liquid (High Pressure)..................3/8" / 9.52 mm (Brazed)
Gas (Low Pressure)....................5/8" / 15.88 mm (Brazed)
Drainpipe Dimension..............................O. D. 1-1/4" / 32 mm
Sound Pressure Levels
Low-Mid-High......................................32 - 37 - 41 dB(A)
• Cooling / Heating capacity indicated at the maximum value at
operation under the following conditions
Cooling Indoor 80• F (27'C) DB 167' F (19• C) WB,
Cooling Indoor. Outdoor 95' F (35' C) DB
Heating Indoor 70• F (21• C) DB,
Heating Outdoor 47• F (8' C) DB / 43' F (6'C) WB
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C 2014 Mitsubishi Electric US, Inc.
89-9904
Toll Free: 800-433-4822
FORM# PEFY-P36NMAU-E3 - 201402 COOLING & HEATING www.mehvac.com
Specifications are subject to change without notice.
C 2014 Mitsubishi Electric US, Inc.
Lob Name: I
Schedule Reference: Date:
INDOOR UNIT OPTION 2
L"
GENERAL FEATURES
1
• Dual set point functionality
• Compact, lightweight, shiny -white, flat -panel design
• Quiet operation
• Multiple fan -speed settings
• Intake grille filter is easily removed for cleaning
• Wireless receiver on board
OPTIONS
Condensate Pump.......................................S11730 230
CN24 Relay Kit ............................ CN24RELAY-KIT-CM3
SPECIFICATIONS
Capacity"
Cooling .................. ................................. 30,000 Btu/h
Heating ...................... .............................. 34,000 Btu/h
Power
Power Source .........................208 / 230V, 1 -phase, 60Hz
Power Consumption
Cooling..........................................................0.07 kW
Heating..........................................................0.07 kW
Current
Cooling.....................................................................0.50 A
Heating.....................................................................0.50 A
Minimum Circuit Ampacity (MCA).............................0.63 A
Maximum Overcurrent Protection (MOCP) Fuse.............15 A
ExternalFinish ............................... MunsellNo.1.0Y9.2/0.2
External Dimensions
Inches ............ .............. 14-3/8 H x 46-1/16 W x 11-5/8 D
mm.....................................365 H x 1,170 W x 295 D
Net Weight
Unit...........................................................46 lbs. / 21 kg
CoilType...............................................................Cross Fin
(Aluminum Plate Fin and Copper Tube)
Fan
Type x Quantity..................................Line Flow Fan x 1
Airflow Rate (Low -High) ................................. 710-920 CFM
Motor Type...................................Direct-drive DC Motor
Air Filter...................................Polypropylene Honeycomb
Refrigerant Piping Dimensions
Liquid (High Pressure).....................3/8" / 9.52 mm (Flare)
Gas (Low Pressure).....................5/8" / 15.88 mm (Flare)
Drainpipe Dimension..................................LD 5/8" / 16 mm
Sound Pressure Levels
Low-High..............................................43 - 49 dB(A)
Cooling Heating capacity indicated at the maximum value at operation under the following conditions:
Cooling i indoor 80' F (27' C) DB / 67' F (19' C) WB. Outdoor 95` F (35` C) DB
Heating I Indoor 70 F (21 C) DB, Outdoor 47' F (8- C) DB / 43' F (6" C) WB
Notes:
Specifications are subject to change without notice -
0 2013 Mitsubishi Electric US, Inc.
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® Das pipe Flared connection 518F
Q Drain hose 518(018) 1 D
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FORM# PKFY-P30NKMU-E2 - 201301
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0 2013 Mitsubishi Electnc US Inc.
AkMITSUBISHI
ELECTRIC
COOLING & HEATING
—Leve Better
3400 Lawrenceville Suwanee Rd
Suwanee, GA 30024
Tele: 678.376.2900 • Fax 800.889-9904
Toll Free: 800-433-4822 (#4)
www.mitsubishipro.com
Specifications are subject to change without notice.
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Flared connection: 318F
Refngerant pipe 518 O 0(015 88)
® Das pipe Flared connection 518F
Q Drain hose 518(018) 1 D
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FORM# PKFY-P30NKMU-E2 - 201301
Specifications are subject to change without notice.
0 2013 Mitsubishi Electnc US Inc.
AkMITSUBISHI
ELECTRIC
COOLING & HEATING
—Leve Better
3400 Lawrenceville Suwanee Rd
Suwanee, GA 30024
Tele: 678.376.2900 • Fax 800.889-9904
Toll Free: 800-433-4822 (#4)
www.mitsubishipro.com
Specifications are subject to change without notice.
INDOOR UNIT OPTION 3
PVFY P54NAMU-E
GENERAL FEATURES
• Multi -position design is suitable for any application requires no
additional kits, even for downflow configuration
• Dual set point functionality
• Designed specifically for use with CITY MULTI® outdoor units
• Choice of three fan speeds for optimum comfort
• Highly efficient DC motor and a forward curved blower ensures quiet,
consistent fan operation
• Optional relay kit provides functionality for two stage auxiliary heat
(1 kit per stage), humidifier integration, or other custom applications
• Control board includes a condensate overflow switch connection
• Heavy -gauge steel cabinets with 1" fiberglass -free foam insulation
with an R-4.2 insulation value
• Suitable for use in air handling spaces in accordance with Section
18.2 of UL 1995 4th Edition
• Tested in accordance with ANSI/ASHRAE Standard 193;
less than 1 % air leakage at maximum airflow
ACCESSORIES:
Relay Kit .............................. ............... ........ ..CN24RELAY-KIT-CM3
Fan Speed Indication Adapter ..................................................PAC -735
SPECIFICATIONS:
Cooling Btu/h 54,000
Heating Btu/h 1 60,000
• Cooling I Heating capacity indicated at the maximum value at operation under the
following conditions:
Cooling I Indoor: 80'F (27° C) DB / 67• F (19° C) VVB
Cooling I Outdoor: 95• F (35° C) DB
Heating I Indoor: 70• F (21' C) DB
Heating I Outdoor: 47° F (8° C) DB / 43• F (6•C) V11B
Electrical Power
1 -phase, 208 / 230V, 60Hz
Requirements
;
_4
Minimum Circuit
A 5.63/5.63
Ampacity (MCA)
Maximum Fuse Size
—-
A 15
i
External Dimensions
Height
In.(mm)
59-1/2 (1,511)
25 (635)
21-5/8 (548)
Width
In.(mm)
Depth
In.(mm)
Net Weight
Lbs.(kg) 172 (78)
External Finish
High -gloss polyester powder coated
Cross Fin
Coil Type
(Aluminum Plate Fin and Copper Tube)
Type x Quanity
Sirocco fan x 1
Airflow rate
(Low - Mid - High)
CFM 11040 - 11262 - 1,485
External Static Pressure
In. WG 0.30 / 0.50 / 0.80 (Selectable)
Motor Type
DC motor
Polypropylene Honeycomb
PipingRefrigerant
Liquid (High Pressure)
In.(mm) 3/8 (9.52) Brazed
Gas (Low Pressure)
In.(mm) 5/8 (15.88) Brazed
Field Drain Pipe Size
T 3/4 (19.05)
Sound Data
room)(measured in anechoic
Sound Pressure Level
IdB(A) 136-40-44
Specifications are subject to change without notice. m 2015 Mitsubishi Electric US, Inc..
LL' m
Form# PVFY-P54NAMU-E - 201503
Units: mm (in.)
MtMITSUBISHI
ELECTRIC
COOLING & HEATING
1340 Satellite Boulevard. Suwanee, GA 30024
Toll Free: 800433.4822 www.mehvac.com
C% - us
Intertek
Specifications are subject to change without notice. 0 2015 Mitsubishi Electric US, Inc.
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Units: mm (in.)
MtMITSUBISHI
ELECTRIC
COOLING & HEATING
1340 Satellite Boulevard. Suwanee, GA 30024
Toll Free: 800433.4822 www.mehvac.com
C% - us
Intertek
Specifications are subject to change without notice. 0 2015 Mitsubishi Electric US, Inc.
Job Name:
I Schedule Reference: I Date: I
BC CONTROLLER FEATURES
• Used with R2 -Series and WR2-Series outdoor units only
• Each branch supports 54,000 Btu/h or less
• Reducers are included for indoor units 18,000 Btu/h or less
OPTIONS
oint Adapter Port Connector) ....................... ..CMY-R160C J
ondensate Pump-- ................ .......... .. _I.— — 5130 230
SPECIFICATIONS
External Dimensions
Inches ........................... 11-3/16 h x 43-1/4 w x 17 d
mm ................................ 284 h x 1,098 w x 432 d
Net Weight .......................... .... .138 lbs. / 62 kg
Number of Branches..................................16
Indoor Unit Capacity
Connectable to one Branch
• Model P54 or smaller
• Use optional port connector combining two branches
when the total unit capacity exceeds 55,000 Btu/h. Use
the reducer (standard accessory) when an indoor unit of
18,000 Btu/h or smaller is connected.
Refrigerant ............. ...... .................... R410A
Refrigerant Piping Diameter
To Outdoor and Water -source Units
P72
High Pressure Pipe 518" / 15.88 mm Brazed
Low Pressure Pipe .... ... .. 314" / 19.05 mm Brazed
P96/P108
High Pressure Pipe ................. 3/4" / 19.05 mm Brazed
Low Pressure Pipe ................. 7/8" / 222 mm Brazed
External Finish ..................... Galvanized Steel Plate
Notes:
Specifications are subject to change without notice.
Q 2015 Mitsubishi Electric US, Inc.
Drainpipe .............................. O.D. 1-1/4" / 32 mm
P126
High Pressure Pipe ................. 314" / 19.05 mm Brazed
Power
Low Pressure Pipe ................1-118" / 28.58 mm Brazed
Power Source ........... ........ 208 / 230V, 1 phase, 60Hz
Power Input
To Indoor Unit
Cooling ..................... ...............
0.217 kW
Liquid Pipe ............... .......... 3/8" / 9.52 mm Flare
Heating .....................................
0.106 kW
(1/4" / 6.35 mm with attached reducer used)
Current
Cooling (208 / 230) .........................
1.04 / 0.94 A
Gas Pipe................. .... .... 5/8" / 15.88 mm Flare
Heating (2081230) .........................
0.51 / 0.46 A
(1/2" / 12.7 mm with attached reducer used,
Minimum Circuit Ampacity (MCA) (2081230) ..
1.30 / 1.18 A
3/4" / 19.05 mm and 7/8" / 22.2 mm
Maximum Overcurrent Protection (MOCP).... ....
...... 15A
with optional port connector used)
External Finish ..................... Galvanized Steel Plate
Notes:
Specifications are subject to change without notice.
Q 2015 Mitsubishi Electric US, Inc.
Drainpipe .............................. O.D. 1-1/4" / 32 mm
Drw.: CMB -P -NU -G W659644
Unit mm(in)
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Intertek
FORM# CMB-P1016NU-G -201503
Specifications are subject to change without notice.
0 2015 Mitsubishi Electric US. Inc.
MITSUBISHI
ELECTRIC
COOLING & HEATING
1340 Satellite Bou'evard
Suwanee, GA 30024
Toll Free. 800-433-4822
www mehvac com
CONTENTS
Page
Commentary.................................................................................................. 1 - 7
OverallSummary ............................................................................................ 8
LivingQuarters............................................................................................... 9-17
ApparatusBay................................................................................................ 18-26
Sitework........................................................................................................ 27-30
Addition......................................................................................................... 31-33
Mack prepared a Conceptual Cost Plan for the proposed
San Rafael Fire Station No. 54.
As a perspective, a Conceptual Cost Plan has the objective of
identifying costs within an Order of Magnitude. The cost is
not meant to be the lowest possible, rather, to identify the
Order of Magnitude of costs in considering next steps.
The first part of the Report contains the basis of the report,
the assumptions made, description of the project scope, the
exclusions to the costs and a risk register which contain items
that have potential to impact cost at some point in the future.
The Overall Summary section contains a Summary of Gross
Floor Areas, an Overall Project Summary, and Component
and Trade Cost Summaries with Graphs.
Each section contains Control Quantities, a Cost Summary
and Graph, and a Detailed Breakdown of Costs.
Overall
o Summary
The project includes the renovation and addition to the existing Fire Station No. 54 in San Rafael.
site visit February
structural narrative Cornerstone, undated
architectural program diagram Mary McGrath Architects, undated
MEP narrative Interface Engineering, 4/2/2015
(a) Construction will start in June, 2015
(b) A construction period of 12 months
(c) The general contract will be competitively bid by a minimum
of five qualified contractors
(d) The general contractor will have full access to the site during
normal business hours
(e) The Owner furnishings and fixtures will be removed prior to
construction commencing
(f) The Cost Plan assumes a prevailing wage project procured in
a manner consistent with the public code
(g) Kitchen cabinets, countertops and equipment are reused.
foundations The Cost Plan allows for new foundations at new shear walls,
and new slab on grade where access to below ground
plumbing is required.
superstructure The superstructure is predominantly wood framed with tilt up
concrete walls at the apparatus bay. The entire
superstructure will be strengthened. Isolated pockets of
rotted wood members are replaced.
enclosure The Cost Plan allows for new windows and refinishing of
existing to remain.
Windows are aluminum, dual glazed with some operable
units.
roofing Both levels of the station receive new roofing. The apparatus
bay receives new rigid insulation over new plywood over
existing plank members. The lower roof receives new roofing
over new plywood.
interior construction There is modest amount of work for the existing partitioning
including new shear walls and partitions to accommodate the
new floor plan.
interior finishes Wall finishes are predominantly painted gypsum wallboard.
Ceramic tile will be used in restrooms.
Floor finishes include sheet linoleum, ceramic tile and carpet.
The Apparatus portion gets sealed.
Ceilings are painted Gypsum board.
plumbing Plumbing scope of work includes all new fixtures, hose bibbs,
floor and trench drains with associated waste, vent, hot and
cold water piping, gas water heaters and condensate drains.
heating, ventilation, and air- HVAC scope of work includes variable refrigerant volume
conditioning multi -split systems with outdoor units, branch controllers,
refrigerant lines, exhaust fans, kitchen and laundry exhaust
ducts, controls, testing & balancing. The existing vehicle
exhaust system is to be reused. The apparatus bay gets a
new gas fired space heater.
fire protection Automatic wet pipe sprinkler systems is included for the entire
station.
electrical The Cost Plan allows for all new electrical including new
service, equipment power and distribution, lighting and
associated controls, fire and life safety systems, user
convenience power and data telecommunications. The Cost
Plan includes an emergency generator.
equipment Equipment includes, toilet partitions and accessories,
shelving and millwork, blinds, visual displays, appliances and
special use equipment.
site preparation The site is prepared by removing the existing paving and
miscellaneous clearing. The site will be graded to drain.
site improvement Site improvements include retaining walls, new paving and
landscaped areas.
site mechanical utilities Site mechanical utilities include domestic and fire water
supply mains, and storm drainage.
site electrical utilities The Site Electrical allows for an emergency generator and
switchgear, site lighting and service to the facility.
(a) Hazardous material handling, disposal and abatement other
than specifically noted
(b) Cost escalation beyond a midpoint of December, 2015
(c) Compression of schedule, premium or shift work, and
restrictions on the contractor's working hours
(d) Project Soft Costs
(e) Structural upgrades related to liquefaction
(f) Removal of Owner furnishings, equipment and fixtures
(g) Temporary housing of personnel
(h) Any liquefaction requirements
San Rafael No. 54 Option 1
GFA
%
$/SF
$,000
Living Quarters
2,549
37%
$287.81
$734
Apparatus Bay
1,897
23%
$237.80
$451
Sitework
7,794
19%
$47.78
$372
Addition
900
21%
$469.82
$423
$800
$700
$600
$500
$400
$300
$200
$100
$0
�9(%
ifo'
UniFormat Summary 2,603 SF
%
$/SF
$,000
Foundations
4%
$10.67
$28
Superstructure
7%
$18.99
$49
Enclosure
6%
$17.86
$46
Roofing
5%
$15.04
$39
Interior Construction
7%
$18.41
$48
Interior Finishes
8%
$23.21
$60
Plumbing
11%
$29.64
$77
Heating, Ventilation, & Air Conditioning
10%
$26.94
$70
Fire Protection
2%
$6.50
$17
Electrical
8%
$21.17
$55
Equipment
6%
$16.04
$42
Selective Building Demolition
5%
$14.44
$38
Bonds & Insurance
2.2% 2%
$4.76
$12
General Conditions
16%
$44.73
$116
Contractor's Overhead & Profit
5.0% 5%
$13.42
$35
Contingency for Design Development
0%
$0.00
$0
Cost Escalation
0%
$0.00
$0
TOTAL CONSTRUCTION BUDGET
100%
$281.83
$734
NOTE: Inclusions and Exclusions listed in the Commentary Section.
!oh 14,, a3
Living QLjarters Summary-
_ 27 )017
UniFormat Summary
Foundations
Superstructure
Enclosure
Roofing
Interior Construction
Interior Finishes
Plumbing
Heating, Ventilation, & Air Conditioning
Fire Protection
Electrical
Equipment
Site Improvement
Site Mechanical Utilities
Site Electrical Utilities
Bonds & Insurance
General Conditions
Contractor's Overhead & Profit
Contingency for Design Development
Cost Escalation
r8O��O ��O ASO X00 le .7O ��c' sr
O O O
FOUNDATIQNF
Reinforced Concrete including Excavation
Shear wall footings, 30" x 24",
250#/CY reinforcing
Slab on Grade, 6"
Structural
Plumbing
Allow for epoxy dowels
Hold downs, epoxy into existing
foundation
Vertical Structure
Wood Stud Framing and Sheathing
2 x 4 at 16" o.c., with 1/2" sheathing
Plywood at existing framing
Allow for new partitions
Flat Roofs
Re -sheath
Collectors from walls to roof
Miscellaneous
Hardware
Pick up framing
Exterior Walls
Wall Framing, Furring and Insulation
Insulation
Gypsum wallboard at interior face
of exterior wall
Applied Exterior Finishes
Minor repair and paint existing
walls
40
LF
$110.00
$4,400
120
SF
$15.00
$1,800
152
SF
$15.00
$2,280
224
EA
$75.00
$16,800
20
EA
$125.00
$2,500
Subtotal For Foundations:
SF
$27,780
560
SF
$9.15
$5,124
560
SF
$4.50
$2,520
100
LF
$72.25
$7,225
3,387
EA
$4.50
$15,243
12
EA
$850.00
$10,200
2,603
SF
$2.50
$6,507
2,603
SF
$1.00
$2,603
Subtotal
For Superstructure:
$49,422
1,560
SF
$1.15
$1,794
1,560
SF
$3.75
$5,850
1,560 SF $1.15 $1,794
Soffits
Paint soffits 785 SF $3.00 $2,354
Exterior Windows and Louvers NIC
Replace windows with dual glaze,
low a 455 SF $75.00 $34,162
Exterior Doors, Frames and Hardware
Paint 6 EA $90.00 $540
Subtotal For Enclosure: $46,493
Insulation
Batt insulation, R-30 on underside
2,603
SF
$1.50
$3,904
Roofing
2,603
SF
($11.97
Dens Deck roof board, 5/8"
2,603
SF
$2.50
$6,507
Vapor barrier
2,603
SF
$1.00
$2,603
Single ply roofing
2,603
SF
$8.00
$20,822
Gutters and downspouts
236
LF
$22.50
$5,310
Subtotal For Roofing: $39,146
Interior Partitions
Insulation
2,443 SF
$0.85
$2,077
Gypsum wallboard, painted
4,886 SF
$4.75
$23,209
Interior Doors, Frames and Hardware
Sheet linoleum
350
Wood, Single leaf
10 EA
$1,685.00
$17,625
Wood, Double leaf
2 PR
$2,500.00
$5,000
Carpet
Subtotal For Interior Construction:
$47,910
Walls
Ceramic tile
366
SF
$20.00
$7,320
Floors
Sheet linoleum
350
SF
$12.00
$4,200
Ceramic tile
445
SF
$22.50
$10,001
Carpet
1,808
SF
$6.50
$11,754
Bases
Rubber
645
LF
$3.50
$2,257
Wood, painted
100
LF
$15.00
$1,500
Ceramic
60
LF
$23.00
$1,380
Ceilings
Acoustic batt insulation 2,603 SF $1.10 $2,863
Gypsum wallboard, painted 2,603 SF $7.35 $19,131
Subtotal For Interior Finishes: $60,406
Sanitary Fixtures & Connection Piping
Sanitary fixtures
11
EA
$3,500.00
$38,500
Icemaker supply box
NIC
Dishwasher connections
NIC
Clothes washer supply/drain box
2
EA
$250.00
$500
Hose bibb - interior
2
EA
$200.00
$400
Hose bibb - exterior
2
EA
$450.00
$900
Plumbing Equipment
Water heater, propane, 100 gal.
1
EA
$4,500.00
$4,500
Water meter, to 2"
1
EA
$1,600.00
$1,600
Sanitary Waste & Vent Systems
Floor drain with piping
5
EA
$1,500.00
$7,500
Waste & vent rough -in for fixture
11
EA
$1,000.00
$11,000
Domestic Water Systems
Backflow preventer, RP type, 2"
1
EA
$1,500.00
$1,500
Trap primer & TP lines (at FDs)
5
EA
$500.00
$2,500
Natural Gas Systems
Gas to water heater
1
EA
$1,800.00
$1,800
Gas to (e) range/oven, allowance
1
EA
$1,250.00
$1,250
Gas to clothes dryers
3
EA
$900.00
$2,700
Trade Specialties
Sleeves, firestopping, pipe ID
1
LS
$750.00
$750
Testing, cleaning & disinfection
1
LS
$750.00
$750
Miscellaneous
1
LS
$1,000.00
$1,000
Subtotal For
Plumbing:
$77,150
VRF Multi -Split Systems
Ducted
Air Distribution and Return
Kitchen hood exhaust duct
Dryer vents
Controls and Instrumentation
2,603 SF $22.00
1 EA $500.00
2 EA $250.00
VRV controls - DDC
1
LS
$7,500.00
Exhaust fan control w/ lights
4
EA
$200.00
Testing and Balancing
SF
$1.00
$2,603
Systems testing & balancing
10
HR
$130.00
Trade Demolition & Specialties
SF
$2.50
$6,507
Firestopping, sleeves, etc.
1
LS
$750.00
Miscellaneous
1
LS
$1,500.00
Subtotal For Heating, Ventilation,
& Air -Conditioning:
Automatic wet sprinkler systems
Wet sprinklers - complete, includes
exterior soffit
Electrical service and distribution
Equipment wiring
Lighting
Lighting controls
Branch devices and circuitry
Fire Alarm system
2,603 SF $6.50
Subtotal For Fire Protection:
$57,262
$500
$500
$7,500
$800
$1,300
$750
$1,500
$70,112
$16,918
$16,918
2,603
SF
$2.00
$5,206
2,603
SF
$8.00
$20,822
2,603
SF
$1.00
$2,603
2,603
SF
$3.50
$9,110
2,603
SF
$2.50
$6,507
Telecommunications
Security
Other electrical systems
Demolition work
Seismic restraints
Temporary power & lighting
sEQUIPMEN'r
Protective Guards, Barriers
Allow for corner guards, etc.
Prefabricated Compartments and Accessories
Toilet Partitions and Accessories
Grab bars
Grab bar, shower 90 degree
Toilet paper dispenser
Feminine napkin disposal
Seat cover dispenser
Soap dispenser
Mirror
Paper towel dispenser and disposal
Shower door
Miscellaneous items
Shelving and Millwork
Storage shelving
Janitor shelf and mop rack
Cabinets and Countertops
Kitchen
Base cabinets with countertops
Dorm rooms
Wardrobe cabinets
2,603 SF $3.00
$7,808
$1,500.00
NIC
1 LS $1,500.00
$1,500
1 LS $800.00
$800
1 LS $750.00
$750
Subtotal For Electrical:
$55,106
1
LS
$1,500.00
$1,500
2
EA
$115.00
$230
1
EA
$310.00
$310
2
EA
$85.00
$170
2
EA
$135.00
$270
2
EA
$165.00
$330
4
EA
$110.00
$440
3
EA
$337.00
$1,011
3
EA
$850.00
$2,550
2
EA
$350.00
$700
1
LS
$750.00
$750
20
LF
$17.50
$350
1
EA
$1,500.00
$1,500
NIC
20
EA
$850.00
$17,000
' Living Quarters De4'
Toilet Countertops
Metal support, solid surface
countertops in toilets
9
LF
$500.00
$4,500
Light Control and Vision Equipment
2,603
SF
$4.50
$11,713
Window blinds
455
SF
$15.00
$6,832
White board
120
SF
$12.50
NIC
Signage
2,603
SF
$1.00
$2,603
Flat screen television, 42" with
2,603
SF
$3.00
$7,808
support
2,603
SF
$2.50
NIC
Special Use Equipment
455
SF
$8.00
$3,644
Refrigerator
2,603
SF
$1.50
NIC
Dishwasher
NIC
Stove w/ exhaust hood, Ansel
system
N I C
Washer
NIC
Dryer
NIC
Amenities and Convenience Items
Walk off mats, including recess
NIC
Fire extinguishers
2
EA
$350.00
$700
Subtotal For Equipment:
$41,746
Building Demolition
Interior finishes including floor
finishes, gypsum wallboard, ceilings,
tile, etc.
2,603
SF
$4.50
$11,713
Roofing
2,603
SF
$0.85
$2,212
Slab on grade
120
SF
$12.50
$1,500
Wood framed structure
40
LF
$7.50
$300
Sanitary fixtures, plumbing
2,603
SF
$3.00
$7,808
Electrical
2,603
SF
$2.50
$6,507
Windows
455
SF
$8.00
$3,644
Miscellaneous
2,603
SF
$1.50
$3,904
Hazardous Materials Abatement NIC
Subtotal For Selective Building Demolition: $37,589
;�.
���
'1
CSI UniFormat Summary 1,897 SF
%
$/SF
$,000
Foundations
3%
$7.89
$15
Superstructure
21%
$49.65
$94
Enclosure
6%
$13.79
$26
Roofing
10%
$24.38
$46
Interior Construction
0%
$0.00
$0
Interior Finishes
2%
$5.24
$10
Plumbing
5%
$12.84
$24
Heating, Ventilation, & Air Conditioning
1%
$2.36
$4
Fire Protection
4%
$8.55
$16
Electrical
22%
$52.21
$99
Equipment
0%
$0.76
$1
Selective Building Demolition
3%
$7.05
$13
Site Preparation
0%
$0.00
$0
Site Improvement
0%
$0.00
$0
Site Mechanical Utilities
0%
$0.00
$0
Site Electrical Utilities
0%
$0.00
$0
Bonds & Insurance
2.2%
2%
$4.02
$8
General Conditions
16%
$37.75
$72
Contractor's Overhead & Profit
5.0%
5%
$11.32
$21
Contingency for Design Development
0.0%
0%
$0.00
$0
Cost Escalation (to midpoint of const.)
0.0%
0%
$0.00
$0
TOTAL CONSTRUCTION BUDGET
100%
$237.80
$451
NOTE: Inclusions and Exclusions listed in the Commentary Section.
CSI UniFormat Summary
Foundations
Superstructure
Enclosure
Roofing
Interior Construction
Interior Finishes
Plumbing
Heating, Ventilation, & Air Conditioning
Fire Protection
Electrical
Equipment
Bonds & Insurance
General Conditions
Contractor's. Overhead & Profit
Contingency for Design Development
Cost Escalation (to midpoint of const.)
.80 &Po �8 ro -PO&6o IPA &Z
0 o
Spread Footings, including excavation
Allow for new footing
Slab on Grade, 6"
Miscellaneous
Allow for miscellaneous items
Vertical Structure
Strong back columns at both ends
Strong back columns at concrete panels
at windows
Shear Elements
Shotcrete at high bay windows,
including epoxy dowels to existing and
waterproofing
Brace frame at Apparatus Bay door
Roofs
Re -sheath roof
Replace water damaged roofing, 15% of
roof area
Collector ties
Miscellaneous
Hardware and misc connections
Pick up framing
32 LF $175.00
$5,600
308 SF $15.00
$4,620
1,897 SF $2.50
$4,743
Subtotal For Foundations:
$14,963
4 EA
$3,500.00
$14,000
5 EA
$3,500.00
$17,500
150
SF
$75.00
$11,250
1
LS
$25,000.00
$25,000
2,500
SF
$4.50
$11,251
375
SF
$15.00
$5,625
4
EA
$850.00
$3,400
1,897
SF
$2.50
$4,743
1,897
SF
$0.75
$1,423
Subtotal For Superstructure:
$94,192
Exterior Walls
2,500
SF
($18.50
Applied Exterior Finishes
2,500
SF
$6.00
$15,001
Paint existing concrete
2,730
SF
$1.75
$4,778
Miscellaneous
1,897
SF
$1.00
$1,897
Soffits
2,500
SF
$8.00
$20,002
Paint soffits
599
SF
$3.00
$1,797
Replace facia board, 2 x
207
LF
$17.50
$3,628
Paint facia board, 2 x
207
LF
$5.50
$1,140
Exterior Windows and Louvers
Aluminum, low -E
150
SF
$75.00
$11,250
Exterior Doors, Frames and Hardware
Refinish existing roll up doors
2
EA
$750.00
$1,500
Paint doors
2
EA
$90.00
$180
Subtotal For Enclosure:
$26,169
Roofing
2,500
SF
($18.50
Rigid insulation, R-30, 6"
2,500
SF
$6.00
$15,001
Dens Deck roof board, 5/8"
2,500
SF
$2.50
$6,251
Vapor barrier
5,000
SF
$1.00
$5,000
Single ply roofing
2,500
SF
$8.00
$20,002
Subtotal For Roofing: $46,254
Interior Partitions
No work anticipated NIC
Subtotal For Interior Construction:
Floors
Concrete sealer 1,897 SF $1.00 $1,897
Bases
Paint 183 LF $2.50 $457
Ceilings
Paint exposed elements 1,897 SF $4.00 $7,589
Subtotal For Interior Finishes: $9,943
Sanitary Fixtures & Connection Piping 1,897 SF $3.50 $6,640
Domestic Water Systems 1,897 SF $1.00 $1,897
Natural Gas Systems
Gas to space heater
1
EA
$1,200.00
$1,200
Compressed Air Systems
Air compressor, dryer, filters
1
LS
$3,500.00
$3,500
Compressed air piping, to 3/4"
75
LF
$35.00
$2,625
Quick disconnect with drop
1
EA
$350.00
$350
CA hose reel - retractable
2
EA
$750.00
$1,500
Rainwater Drainage System
Roof & overflow drainage system
1,897
SF
$2.00
$3,794
Trade Specialties
Sleeves, firestopping, pipe ID
1
LS
$750.00
$750
Testing, cleaning & disinfection
1
LS
$600.00
$600
Miscellaneous
1
LS
$1,500.00
$1,500
Subtotal For Plumbing: $24,357
VRV Multi -Split Systems, ducted and unducted
Service and Distribution
Air Handling Equipment
Vehicle exhaust system -reused
1
Unit heater, suspended type 1 EA
$2,200.00
Testing and Balancing
Systems balancing 4 HR
$130.00
Trade Demolition & Specialties
Emergency power transfer switch
Firestopping, sleeves, etc. 1 LS
$250.00
Miscellaneous 1 LS
$1,500.00
Subtotal For Heating, Ventilation, & Air -Conditioning:
Automatic wet sprinkler systems
Wet sprinklers - complete, includes
exterior soffit 2,496 SF $6.50
Subtotal For Fire Protection:
Electrical service and distribution (service is for the entire station)
Service and Distribution
400A distribution panelboard
1
EA
Associated panelboards and
feeders
5,400
SF
Emergency power transfer switch
5,400
SF
Connection to 100KW generator
(See Site Development)
1
LS
Associated panelboards and
feeders
5,400
SF
Equipment wiring
1,897
SF
Lighting
1,897
SF
$12,000.00
$3.00
$0.75
$5,000.00
$1.50
$2.00
$8.00
NIC
NIC
$2,200
$520
$250
$1,500
$4,470
$16,225
$16,225
$12,000
$16,200
$4,050
$5,000
$8,100
$3,794
$15,178
Lighting controls
Branch devices and circuitry
Fire Alarm system
Telecommunications
Security
Dispatch/Antenna:
Rough -in only
Other electrical systems
Demolition work
Seismic restraints
Temporary power & lighting
Shelving and Millwork
Allow for storage shelving
Cabinets and Countertops
Work bench
Lockable cabinets
Wardrobe cabinets
Light Control and Vision Equipment
Window blinds
Amenities and Convenience Items
Walk off mats, including recess
Fire extinguishers
1,897
SF
$1.00
$1,897
1,897
SF
$3.50
$6,640
1,897
SF
$2.50
$4,743
1,897
SF
$3.00
$5,692
NIC
1
LS
$7,500.00
$7,500
1
LS
$2,500.00
$2,500
1
LS
$5,000.00
$5,000
1
LS
$750.00
$750
Subtotal For Electrical:
50 LF $15.00
2 EA $350.00
Subtotal For Equipment:
$99,044
$750
NIC
NIC
NIC
NIC
NIC
$700
$1,450
Building Demolition
Slab on Grade, 6"
Windows
Roofing, sheetmetal
Roof sheathing
Remove water damaged roofing, 15%
of roof area
Miscellaneous
404
SF
$6.00
$2,424
150
SF
$5.00
$750
1,897
SF
$1.00
$1,897
1,897
SF
$0.75
$1,423
285
SF
$7.50
$2,134
1,897
SF
$2.50
$4,743
Hazardous materials abatement NIC
Subtotal For Selective Building Demolition: $13,371
��
,�' � _ - a
���
�,� �;
.. .
CSI UniFormat Summary
7,794 SF %
$/SF
$,000
Site Preparation
14%
$6.76
$53
Site Improvement
37%
$17.48
$136
Site Mechanical Utilities
6%
$2.77
$22
Site Electrical Utilities
28%
$13.47
$105
Bonds & Insurance
2.2% 2%
$0.88
$7
General Conditions
9%
$4.14
$32
Contractor's Overhead & Profit
5.0% 5%
$2.28
$18
Contingency for Design Development
0%
$0.00
$0
Cost Escalation (to midpoint of const.)
0%
$0.00
$0
TOTAL CONSTRUCTION BUDGET
100%
$47.78
$372
NOTE: Inclusions and Exclusions listed in the Commentary Section,
CSI UniFormat Summary
Site Preparation
Site Improvement
Site Mechanical Utilities
I
Site Electrical Utilities
Bonds & Insurance
General Conditions
Contractor's Overhead & Profit
Contingency for Design Development
Cost Escalation (to midpoint of const.)
J0' '820 &70 '860 'P601 'r a' a'' 'f�6�
O O O O
I
ITE PREPARATION
Site Clearing and Demolition
Concrete paving
1,641
SF
$1.85
$3,035
Asphalt paving
4,509
SF
$1.00
$4,491
Clear and grubb vegetation
2,544
SF
$0.50
$1,272
Allowance for SWPPP
1
LS
$25,000.00
$25,000
Allowance for miscellaneous
1
LS
$10,000.00
$10,000
Earthwork
166
LF
$195.00
$32,390
New grading, cut/fill as required for
drainage, removed from site
161
CY
$55.00
$8,855
Hazardous materials abatement
6,150
SF
$2.25
$13,837
Assume none required
NIC
Allow for new site lights in addition
Subtotal For Site
Preparation:
$52,663
Vehicular and Pedestrian Paving
Concrete paving
1,641
SF
$10.00
$16,405
Asphalt paving
4,509
SF
$6.50
$29,310
Allow for curbs
1
LS
$5,000.00
$5,000
Site Structures
Allow for new retaining walls at rear
of site, <=3'
166
LF
$195.00
$32,390
Drainage
Allow for new area drains, sand/oil
separator, connection to main
6,150
SF
$2.25
$13,837
Lighting
Allow for new site lights in addition
to existing
3
EA
$3,500.00
$10,500
Landscaping and Miscellaneous Items
Clearing, topsoil amendment
2,544
SF
$1.00
$2,544
Landscaping
2,544
SF
$1.50
$3,816
Drainage
2,544
SF
$2.00
$5,089
Lighting, low level
2,544
SF
$0.65
$1,654
Fencing and Miscellaneous Accessories
Chain link fencing and decorative
fencing 242 LF
Q°TE MEChIJJ'-kalCAL UTIL.IT
Site Mechanical
Sanitary sewer
Storm drainage to main
Potable water to main
Fire water to main
Site Electrical
Electric conduit to point of
connection
Allow for 1 OOKW emergency
generator, with ATS's, panelboards
and feeders
$65.00
Subtotal For Site Improvement:
40 LF $135.00
40 LF $135.00
40 LF $135.00
40 LF $135.00
Subtotal For Site Mechanical Utilities:
I LS $5,000.00
1 LS $100,000.00
Subtotal For Site Electrical Utilities:
$15,730
$136,274
$5,400
$5,400
$5,400
$5,400
$21,600
$5,000
$100,000
$105,000
CSI UniFormat Summary
900 SF %
$/SF
$,000
Foundations
2%
$11.00
$10
Superstructure
13%
$59.25
$53
Enclosure
15%
$69.00
$62
Roofing
3%
$13.00
$12
Interior Construction
6%
$28.50
$26
Interior Finishes
4%
$18.75
$17
Plumbing
8%
$36.00
$32
Heating, Ventilation, & Air Conditioning
9%
$40.00
$36
Fire Protection
2%
$8.00
$7
Electrical
18%
$85.00
$77
Equipment
5%
$22.50
$20
Bonds & Insurance
2.2%
2%
$3.50
$8
General Conditions
10%
$18.60
$43
Contractor's Overhead & Profit
5.0%
5%
$3.50
$20
Contingency for Design Development
0.0%
0%
$0.00
$0
Cost Escalation (to midpoint of const.)
0.0%
0%
$0.00
$0
TOTAL CONSTRUCTION BUDGET
100%
$469.82
$423
NOTE: Inclusions and Exclusions listed in the Commentary Section.
CSI UniFormat Summary
Foundations
Superstructure
Enclosure
Roofing
Interior Construction
Interior Finishes
Plumbing I
Heating, Ventilation, & Air Conditioning
Fire Protection
Electrical
Equipment
Bonds & Insurance
General Conditions
Contractor's Overhead & Profit
Contingency for Design Development
Cost Escalation (to midpoint of const.)
J0. X70 ��0 '�"'o av'0 &0, X60 &"o &60 'x`90
CONTENTS
Commentary '-------------------------------' 1-6
Apparatus Bmv.--..----------------------------- 17-24
Addbk»n----------------------------------- 29-31
Mack prepared a Conceptual Cost Plan for the proposed
San Rafael Fire Station No. 55.
As a perspective, a Conceptual Cost Plan has the objective of
identifying costs within an Order of Magnitude. The cost is
not meant to be the lowest possible, rather, to identify the
Order of Magnitude of costs in considering next steps.
The first part of the Report contains the basis of the report,
the assumptions made, description of the project scope, the
exclusions to the costs and a risk register which contain items
that have potential to impact cost at some point in the future.
The Overall Summary section contains a Summary of Gross
Floor Areas, an Overall Project Summary, and Component
and Trade Cost Summaries with Graphs.
Each section contains Control Quantities, a Cost Summary
and Graph, and a Detailed Breakdown of Costs.
Overall
Summary
The project includes the renovation and addition to the existing Fire Station No. 55 in San Rafael.
site visit February
structural narrative Cornerstone, undated
architectural program diagram Mary McGrath Architects, undated
MEP narrative Interface Engineering, 4/2/2015
(a) Construction will start in June, 2015
(b) A construction period of 12 months
(c) The general contract will be competitively bid by a minimum
of five qualified contractors
(d) The general contractor will have full access to the site during
normal business hours
(e) The Owner furnishings and fixtures will be removed prior to
construction commencing
(f) The Cost Plan assumes a prevailing wage project procured in
a manner consistent with the public code
(g) Kitchen cabinets, countertops and equipment are reused.
foundations The Cost Plan allows for new foundations at new shear walls,
and new slab on grade where access to below ground
plumbing is required.
superstructure The superstructure is predominantly wood framed with tilt up
concrete walls at the apparatus bay. The entire
superstructure will be strengthened. Isolated pockets of
rotted wood members are replaced.
enclosure The Cost Plan allows for new windows and refinishing of
existing finishes to remain.
Windows are aluminum, dual glazed with some operable
units.
roofing Both levels of the station receive new roofing. The apparatus
bay receives new rigid insulation over existing concrete. The
lower roof receives new roofing over re -nailed wood
members.
interior construction There is modest amount of work for the existing partitioning
including new shear walls and partitions to accommodate the
new floor plan.
interior finishes Wall finishes are predominantly painted gypsum wallboard.
Ceramic tile will be used in restrooms.
Floor finishes include sheet linoleum, ceramic tile and carpet.
The Apparatus portion gets sealed.
Ceilings are painted Gypsum board.
plumbing Plumbing scope of work includes all new fixtures, hose bibbs,
floor and trench drains with associated waste, vent, hot and
cold water piping, gas water heaters and condensate drains.
heating, ventilation, and air- HVAC scope of work includes variable refrigerant multi -split
conditioning systems with outdoor units, branch controllers, refrigerant
lines, exhaust fans, kitchen and laundry exhaust ducts,
controls, testing & balancing. The existing vehicle exhaust
system is to be reused. The apparatus bay gets a new gas
fired space heater.
fire protection Automatic wet pipe sprinkler systems is included for the entire
station.
electrical The Cost Plan allows for all new electrical including new
service, equipment power and distribution, lighting and
associated controls, fire and life safety systems, user
convenience power and data telecommunications. The Cost
Plan includes an emergency generator.
equipment Equipment includes, toilet partitions and accessories,
shelving and millwork, blinds, visual displays, appliances and
special use equipment.
site preparation The site is prepared by removing the existing paving and
miscellaneous clearing. The site will be graded to drain.
site improvement Site improvements include retaining walls, new paving and
landscaped areas.
site mechanical utilities Site mechanical utilities include domestic and fire water
supply mains, and storm drainage.
site electrical utilities The Site Electrical allows for an emergency generator and
switchgear, site lighting and service to the facility.
(a) Hazardous material handling, disposal and abatement other
than specifically noted
(b) Cost escalation beyond a midpoint of December, 2015
(c) Compression of schedule, premium or shift work, and
restrictions on the contractor's working hours
(d) Project Soft Costs
(e) Structural upgrades related to liquefaction
(f) Removal of Owner furnishings, equipment and fixtures
(g) Temporary housing of personnel
(h) Any liquefaction requirements
San Rafael No. 55- Option 1
GFA
%
$/SF
$,000
Living Quarters
2,549
40%
$281.85
$718
Apparatus Bay
1,897
21%
$201.27
$382
Sitework
7,794
16%
$36.78
$287
Addition
800
22%
$497.25
$398
$800
$700
$600
$500
$400
$300
$200
$100
$0
!y°
a
UniFormat Summary 2,287 SF
%
$/SF
$,000
Foundations
4%
$12.15
$28
Superstructure
4%
$14.13
$32
Enclosure
6%
$19.70
$45
Roofing
6%
$18.00
$41
Interior Construction
7%
$23.44
$54
Interior Finishes
9%
$28.51
$65
Plumbing
11%
$33.74
$77
Heating, Ventilation, & Air Conditioning
9%
$27.62
$63
Fire Protection
2%
$6.50
$15
Electrical
7%
$21.33
$49
Equipment
6%
$17.64
$40
Selective Building Demolition
5%
$16.28
$37
Bonds & Insurance
2.2% 2%
$5.20
$12
General Conditions
17%
$54.96
$126
Contractor's Overhead & Profit
5.0% 5%
$14.96
$34
Contingency for Design Development
0%
$0.00
$0
Cost Escalation
0%
$0.00
$0
TOTAL CONSTRUCTION BUDGET
100%
$314.17
$718
NOTE: Inclusions and Exclusions listed in the Commentary Section.
UniFormat Summary
Foundations
Superstructure
Enclosure
Roofing
Interior Construction
Interior Finishes
Plumbing
Heating, Ventilation, & Air Conditioning
Fire Protection
Electrical
Equipment
Bonds & Insurance
General Conditions
Contractor's Overhead & Profit
Contingency for Design Development
Cost Escalation
.80 s;P0 &0 X60 ,8'00 &70 X8.7 i8'�p
0 O O
DRAFT FOR REVIEW AND COMMENT
FOUNDATION"
Reinforced Concrete including Excavation
Shear wall footings, 30" x 24",
250#/CY reinforcing
Slab on Grade, 6"
Structural
Plumbing
Allow for epoxy dowels
Hold downs, epoxy into existing
foundation
Vertical Structure
Wood Stud Framing and Sheathing
2 x4 at 16" O.c., with 1/2" sheathing
Plywood at existing framing
Allow for new partitions
Flat Roofs
Re -nail
Collectors from walls to roof
Miscellaneous
Hardware
Pick up framing
Exterior Walls
Wall Framing, Furring and Insulation
Insulation
Gypsum wallboard at interior face
of exterior wall
Applied Exterior Finishes
Minor repair and paint existing
walls
40 LF $110.00
120 SF $15.00
152 SF $15.00
224 EA $75.00
20 EA $125.00
Subtotal For Foundations:
560
SF
$9.15
560
SF
$4.50
100
LF
$72.25
3,232
EA
$0.60
6
EA
$1,250.00
2,287
SF
$2.50
2,287
SF
$1.00
Subtotal
For Superstructure:
$4,400
$1,800
$2,280
$16,800
$2,500
$27,780
$5,124
$2,520
$7,225
$1,939
$7,500
$5,716
$2,287
$32,311
1,279
SF
$1.15
$1,471
1,279
SF
$3.75
$4,796
1,279 SF $1.15 $1,471
DRAFT FOR REVIEW AND COMMENT
Soffits
New facia board, painted
Paint soffits
Exterior Windows and Louvers
Replace windows with dual glaze,
low e
Exterior Doors, Frames and Hardware
Paint
Insulation
Batt insulation, R-30 on underside
Roofing
Dens Deck roof board, 5/8"
Vapor barrier
Single ply roofing
Gutters and downspouts
Interior Partitions
Insulation
Gypsum wallboard, painted
Interior Doors, Frames and Hardware
Wood, Single leaf
Wood, Double leaf
Walls
Ceramic tile
Floors
Sheet linoleum
Ceramic tile
Carpet
171 LF $24.00
$4,102
945 SF $3.00
$2,836
2,891
NIC
400 SF $75.00
$30,010
4 EA $90.00
$360
Subtotal For Enclosure:
$45,046
2,036
SF
$1.50
$3,054
2,891
SF
($11.50
$1,685.00
2,891
SF
$2.50
$7,229
2,891
SF
$1.00
$2,891
2,891
SF
$8.00
$23,131
216
LF
$22.50
$4,860
Subtotal For Roofing: $41,165
2,992 SF
$0.85
$2,543
5,984 SF
$4.75
$28,424
10 EA
$1,685.00
$17,625
2 PR
$2,500.00
$5,000
Subtotal For Interior Construction:
$53,592
738 SF $20.00
$14,750
332 SF $12.00
$3,978
397 SF $22.50
$8,939
1,558 SF $6.50
$10,125
DRAFT FOR REVIEW AND COMMENT
Bases
Rubber 1,072
Wood, painted 100
Ceramic 123
Ceilings
LF $3.50
$3,752
LF $15.00
$1,500
LF $23.00
$2,827
Acoustic batt insulation 2,287 SF $1.10
Gypsum wallboard, painted 2,287 SF $7.35
Subtotal For Interior Finishes:
Sanitary Fixtures & Connection Piping
Sanitary fixtures
Icemaker supply box
Dishwasher connections
Clothes washer supply/drain box
Hose bibb - interior
Hose bibb - exterior
Plumbing Equipment
Water heater, propane, 100 gal.
Water meter, to 2"
Sanitary Waste & Vent Systems
Floor drain with piping
Waste & vent rough -in for fixture
Domestic Water Systems
Backflow preventer, RP type, 2"
Trap primer & TP lines (at FDs)
Natural Gas Systems
Gas to water heater
Gas to range/oven
Gas to clothes dryers
Trade Specialties
Sleeves, firestopping, pipe ID
Testing, cleaning & disinfection
Miscellaneous
11 EA $3,500.00
2
EA
$250.00
2
EA
$200.00
2
EA
$450.00
1
EA
$4,500.00
1
EA
$1,600.00
5
EA
$1,500.00
11
EA
$1,000.00
1
EA
$1,500.00
5
EA
$500.00
1
EA
$1,800.00
1
EA
$1,250.00
3
EA
$900.00
1
LS
$750.00
1
LS
$750.00
1
LS
$1,000.00
Subtotal For
Plumbing:
$2,515
$16,806
$65,193
$38,500
NIC
NIC
$500
$400
$900
$4,500
$1,600
$7,500
$11,000
$1,500
$2,500
$1,800
$1,250
$2,700
$750
$750
$1,000
$77,160
Il __ _ --
DRAFT FOR REVIEW AND COMMENT
VRF Multi -Split Systems
Ducted 2,287 SF $22.00 $50,303
Air Distribution and Return
Kitchen hood exhaust duct
1
EA
$500.00
$500
Dryer vents
2
EA
$250.00
$500
Controls and Instrumentation
2,287
SF
$6.50
$14,862
VRV controls - DDC
1
LS
$7,500.00
$7,500
Exhaust fan control w/ lights
4
EA
$200.00
$800
Testing and Balancing
Equipment wiring
Systems testing & balancing
10
HR
$130.00
$1,300
Trade Demolition & Specialties
SF
$8.00
$18,292
Lighting controls
Firestopping, sleeves, etc.
1
LS
$750.00
$750
Miscellaneous
1
LS
$1,500.00
$1,500
Subtotal For Heating, Ventilation, & Air -Conditioning: $63,163
Automatic wet sprinkler systems
Wet sprinklers - complete, includes
exterior soffit
2,287
SF
$6.50
$14,862
Subtotal
For Fire Protection:
$14,862
ELECTRICA',
Electrical service and distribution
Equipment wiring
2,287
SF
$2.00
$4,573
Lighting
2,287
SF
$8.00
$18,292
Lighting controls
2,287
SF
$1.00
$2,287
Branch devices and circuitry
2,287
SF
$3.50
$8,003
Fire Alarm system
2,287
SF
$2.50
$5,716
DRAFT FOR REVIEW AND COMMENT
Telecommunications 2,287 SF $3.00
Security
Other electrical systems
Demolition work 1 LS $1,500.00
Seismic restraints 1 LS $800.00
Temporary power & lighting 1 LS $750.00
Subtotal For Electrical:
!EQUIPMENT
Protective Guards, Barriers
Allow for corner guards, etc.
Prefabricated Compartments and Accessories
Toilet Partitions and Accessories
Grab bars
Grab bar, shower 90 degree
Toilet paper dispenser
Seat cover dispenser
Soap dispenser
Mirror
Paper towel dispenser and disposal
Shower door
Miscellaneous items
Shelving and Millwork
Storage shelving
Janitor shelf and mop rack
Cabinets and Countertops
Kitchen
Base cabinets with countertops
Dorm rooms
Wardrobe cabinets
1 LS $1,500.00
$6,860
NIC
$1,500
$800
$750
$48,780
$1,500
2
EA
$115.00
$230
1
EA
$310.00
$310
2
EA
$85.00
$170
2
EA
$165.00
$330
4
EA
$110.00
$440
3
EA
$337.00
$1,011
3
EA
$850.00
$2,550
2
EA
$350.00
$700
1
LS
$750.00
$750
20
LF
$17.50
$350
1
EA
$1,500.00
$1,500
NIC
20 EA $850.00 $17,000
' Living QUarte rs Detah
DRAFT FOR REVIEW AND COMMENT
Toilet Countertops
Metal support, solid surface
countertops in toilets
9
LF
$500.00
$4,500
Light Control and Vision Equipment
2,287
SF
$4.50
$10,289
Window blinds
400
SF
$15.00
$6,002
White board
120
SF
$12.50
NIC
Signage
2,287
SF
$1.00
$2,287
Flat screen television, 42" with
40
LF
$7.50
$300
support
2,287
SF
$3.00
NIC
Special Use Equipment
2,287
SF
$2.50
$5,716
Refrigerator
171
SF
$15.00
NIC
Dishwasher
400
SF
$8.00
NIC
Stove w/ exhaust hood, Ansel
2,287
SF
$1.50
$3,430
system
NIC
Washer
NIC
Dryer
NIC
Amenities and Convenience Items
Walk off mats, including recess
NIC
Fire extinguishers
2
EA
$350.00
$700
Subtotal For Equipment: $40,330
Building Demolition
Interior finishes including floor
finishes, gypsum wallboard, ceilings,
tile, etc.
2,287
SF
$4.50
$10,289
Concrete pedestrian paving
610
SF
$1.50
$915
Slab on grade
120
SF
$12.50
$1,500
Roofing
2,891
SF
$0.85
$2,458
Wood framed structure
40
LF
$7.50
$300
Sanitary fixtures, plumbing
2,287
SF
$3.00
$6,860
Electrical
2,287
SF
$2.50
$5,716
Cut back T&G roof deck
171
SF
$15.00
$2,564
Windows
400
SF
$8.00
$3,201
Miscellaneous
2,287
SF
$1.50
$3,430
Hazardous Materials Abatement
NIC
Subtotal For Selective Building Demolition: $37,232
0
D
CSI UniFormat Summary 2,061 SF
%
$/SF
$,000
Foundations
4%
$7.46
$15
Superstructure
8%
$15.67
$32
Enclosure
5%
$8.89
$18
Roofing
13%
$23.38
$48
Interior Construction
0%
$0.00
$0
Interior Finishes
3%
$5.24
$11
Plumbing
7%
$12.34
$25
Heating, Ventilation, & Air Conditioning
1%
$2.17
$4
Fire Protection
5%
$8.39
$17
Electrical
27%
$49.83
$103
Equipment
0%
$0.70
$1
Selective Building Demolition
4%
$6.92
$14
Site Preparation
0%
$0.00
$0
Site Improvement
0%
$0.00
$0
Site Mechanical Utilities
0%
$0.00
$0
Site Electrical Utilities
0%
$0.00
$0
Bonds & Insurance
2.2%
2%
$3.07
$6
General Conditions
17%
$32.41
$67
Contractor's Overhead & Profit
5.0%
5%
$8.82
$18
Contingency for Design Development
0.0%
0%
$0.00
$0
Cost Escalation (to midpoint of const.)
0.0%
0%
$0.00
$0
TOTAL CONSTRUCTION BUDGET
100%
$185.29
$382
NOTE: Inclusions and Exclusions listed in the Commentary Section.
CSI UniFormat Summary
Foundations
Superstructure
Enclosure
Roofing
Interior Construction
Interior Finishes
Plumbing
Heating, Ventilation, & Air Conditioning
Fire Protection
Electrical
Equipment
Bonds & Insurance
General Conditions
Contractor's Overhead & Profit
Contingency for Design Development
Cost Escalation (to midpoint of const.)
.80 ';P0 'fflsr0 �s0 0 �.10 �8�2
0 0
Spread Footings, including excavation
Allow for new footing 32 LF $175.00 $5,600
Slab on Grade, 6" 308 SF $15.00 $4,620
Miscellaneous
Allow for miscellaneous items 2,061 SF $2.50 $5,152
Subtotal For Foundations: $15,372
Vertical Structure
Strong back columns at both ends 4 EA $3,500.00 $14,000
: mm 0
Re -nail
2,500
SF
$0.60
$1,500
Replace water damaged roofing, 15% of
roof area
375
SF
$15.00
$5,625
Collector ties
4
EA
$1,250.00
$5,000
Miscellaneous
Hardware and misc connections
1,897
SF
$2.50
$4,743
Pick up framing
1,897
SF
$0.75
$1,423
Paint soffits
Subtotal For Superstructure:
$32,291
Exterior Walls
Applied Exterior Finishes
Paint existing concrete
2,314
SF
$1.75
$4,049
Miscellaneous
2,314
SF
$1.00
$2,314
Exterior Windows and Louvers
Aluminum, low -E
50
SF
$75.00
$3,750
Soffits
Paint soffits
693
SF
$3.00
$2,078
Replace facia board, 2 x
225
LF
$17.50
$3,939
Paint facia board, 2 x
225
LF
$5.50
$1,238
Exterior Doors, Frames and Hardware
Refinish existing roll up doors
1
EA
$950.00
$950
Subtotal For Enclosure:
$18,318
Roofing
2,754
SF
($17.50
Rigid insulation, R-30, 6"
2,754
SF
$6.00
$16,522
Dens Deck roof board, 5/8"
2,754
SF
$2.50
$6,884
Vapor barrier
2,754
SF
$1.00
$2,754
Single ply roofing
2,754
SF
$8.00
$22,029
Subtotal For Roofing: $48,188
Interior Partitions
No work anticipated NIC
Subtotal For Interior Construction:
Floors
Concrete sealer 2,061 SF $1.00 $2,061
Bases
Paint 200 LF $2.50 $499
Ceilings
Paint exposed elements 2,061 SF $4.00 $8,243
Subtotal For Interior Finishes: $10,803
Sanitary Fixtures & Connection Piping
Domestic Water Systems
Natural Gas Systems
Gas to space heater
Compressed Air Systems
Air compressor, dryer, filters
Compressed air piping, to 3/4"
Quick disconnect with drop
CA hose reel - retractable
Rainwater Drainage System
Roof & overflow drainage system
Trade Specialties
Sleeves, firestopping, pipe ID
Testing, cleaning & disinfection
Miscellaneous
VRF Multi -Split Systems, ducted and unducted
Air Handling Equipment
Vehicle exhaust system -reused
Unit heater, suspended type
Testing and Balancing
Systems balancing
Trade Demolition & Specialties
2,061
SF
$3.50
2,061
SF
$1.00
1
EA
$1,200.00
1
LS
$3,500.00
75
LF
$35.00
1
EA
$350.00
2
EA
$750.00
2,061
SF
$2.00
1
LS
$750.00
1
LS
$600.00
1
LS
$1,500.00
Subtotal For Plumbing:
1 EA
nNEE1:G7
$2,200.00
$130.00
$7,213
$2,061
$1,200
$3,500
$2,625
$350
$1,500
$4,122
$750
$600
$1,500
$25,420
NIC
NIC
$2,200
$520
Firestopping, sleeves, etc. 1 LS $250.00 $250
Miscellaneous 1 LS $1,500.00 $1,500
Subtotal For Heating, Ventilation, & Air -Conditioning: $4,470
Automatic wet sprinkler systems
Wet sprinklers - complete, includes
exterior soffit 2,660 SF $6.50
Subtotal For Fire Protection:
Electrical service and distribution (service is for the entire station)
Service and Distribution
400A distribution panelboard
1
EA
$12,000.00
Associated panelboards and
feeders
5,500
SF
$3.00
Emergency power transfer switch
5,500
SF
$0.75
Connection to 100KW generator
(See Site Development)
1
LS
$5,000.00
Associated panelboards and
feeders
5,400
SF
$1.50
Equipment wiring
2,061
SF
$2.00
Lighting
2,061
SF
$8.00
Lighting controls
2,061
SF
$1.00
Branch devices and circuitry
2,061
SF
$3.50
Fire Alarm system
2,061
SF
$2.50
Telecommunications
2,061
SF
$3.00
Security
Dispatch/Antenna:
Rough -in only
1
LS
$7,500.00
Other electrical systems
Demolition work
1
LS
$2,500.00
Seismic restraints
1
LS
$5,000.00
Temporary power & lighting
1
LS
$750.00
Subtotal For Electrical:
$17,289
$17,289
$12,000
$16,500
$4,125
$5,000
$8,100
$4,122
$16,486
$2,061
$7,213
$5,152
$6,182
NIC
$7,500
$2,500
$5,000
$750
$102,691
Shelving and Millwork
Allow for storage shelving
50 LF $15.00 $750
Cabinets and Countertops
$6.00
Work bench
NIC
Lockable cabinets
NIC
Wardrobe cabinets
NIC
Light Control and Vision Equipment
50
Window blinds
NIC
Amenities and Convenience Items
Roofing, sheetmetal
Walk off mats, including recess
NIC
Fire extinguishers
2 EA $350.00 $700
Remove water damaged roofing,
Subtotal For Equipment: $1,450
Building Demolition
Slab on Grade, 6"
308
SF
$6.00
$1,848
Cut back overhang
225
SF
$5.00
$1,125
Windows
50
SF
$5.50
$275
Roofing, sheetmetal
2,754
SF
$1.00
$2,754
Remove water damaged roofing,
15%
of roof area
413
SF
$7.50
$3,098
Miscellaneous
2,061
SF
$2.50
$5,152
Hazardous materials abatement
NIC
Subtotal For Selective Building Demolition:
$14,251
WKS,
CSI UniFormat Summary
7,794 SF %
$/SF
$,000
Site Preparation
11%
$3.87
$30
Site Improvement
25%
$9.35
$73
Site Mechanical Utilities
11%
$4.16
$32
Site Electrical Utilities
37%
$13.79
$108
Bonds & Insurance
2.2% 2%
$0.68
$5
General Conditions
9%
$3.18
$25
Contractor's Overhead & Profit
5.0% 5%
$1.75
$14
Contingency for Design Development
0%
$0.00
$0
Cost Escalation (to midpoint of const.)
0%
$0.00
$0
TOTAL CONSTRUCTION BUDGET
100%
$36.78
$287
NOTE: Inclusions and Exclusions listed in the Commentary Section.
CSI UniFormat Summary
Site Preparation
Site Improvement
Site Mechanical Utilities
Site Electrical Utilities
Bonds & Insurance
General Conditions
Contractor's Overhead & Profit
Contingency for Design Development
Cost Escalation (to midpoint of const.)
Irb % &70 % % qffl 70 Ir11?
O O
Safi w k IDe'tail
SITE PREPARATION
Site Clearing and Demolition
Concrete paving
2,047
SF
$1.85
$3,786
Asphalt paving
NIC
Clear and grubb vegetation
2,797
SF
$0.50
$1,399
Allowance for SWPPP
1
LS
$15,000.00
$15,000
Allowance for miscellaneous
1
LS
$10,000.00
$10,000
Hazardous materials abatement
Assume none required
NIC
Subtotal For Site
Preparation:
$30,185
SITE IMPROVEMENT
Vehicular and Pedestrian Paving
Concrete paving
2,047
SF
$10.00
$20,465
Allow for curbs
1
LS
$5,000.00
$5,000
Drainage
Allow for new area drains, sand/oil
separator, connection to main
2,047
SF
$2.25
$4,605
Lighting
Allow for new site lights in addition
to existing
3
EA
$3,500.00
$10,500
Landscaping and Miscellaneous Items
Clearing, topsoil amendment
2,797
SF
$1.00
$2,797
Landscaping
2,797
SF
$1.50
$4,196
Drainage
2,797
SF
$2.00
$5,594
Lighting, low level
2,797
SF
$0.65
$1,818
Fencing and Miscellaneous Accessories
Chain link fencing and decorative
fencing
275
LF
$65.00
$17,875
Subtotal For Site Improvement:
$72,849
SITE ,MECHANICAL UTILITIES
Site Mechanical
Sanitary sewer
Storm drainage to main
Potable water to main
Fire water to main
Site Electrical
Electric conduit to point of
connection
Allow for 100KW emergency
generator, with ATS's, panelboards
and feeders
60 LF $135.00
$8,100
60 LF $135.00
$8,100
60 LF $135.00
$8,100
60 LF $135.00
$8,100
Subtotal For Site Mechanical Utilities: $32,400
1 LS $7,500.00 $7,500
1 LS $100,000.00 $100,000
Subtotal For Site Electrical Utilities: $107,500
CSI UniFormat Summary
800 SF %
$/SF
$,000
Foundations
2%
$11.00
$9
Superstructure
12%
$59.25
$47
Enclosure
14%
$69.00
$55
Roofing
3%
$13.00
$10
Interior Construction
6%
$28.50
$23
Interior Finishes
4%
$18.75
$15
Plumbing
7%
$36.00
$29
Heating, Ventilation, & Air Conditioning
8%
$40.00
$32
Fire Protection
2%
$8.00
$6
Electrical
17%
$85.00
$68
Equipment
5%
$22.50
$18
Bonds & Insurance
2.2%
2%
$3.50
$7
General Conditions
16%
$18.60
$63
Contractor's Overhead & Profit
5.0%
4%
$3.50
$16
Contingency for Design Development
0.0%
0%
$0.00
$0
Cost Escalation (to midpoint of const.)
0.0%
0%
$0.00
$0
TOTAL CONSTRUCTION BUDGET
100%
$497.25
$398
NOTE: Inclusions and Exclusions listed in the Commentary Section.
CSI UniFormat Summary
Foundations
Superstructure
Enclosure
Roofing
Interior Construction
Interior Finishes
Plumbing
Heating, Ventilation, & Air Conditioning
Fire Protection
Electrical
Equipment
Bonds & Insurance
General Conditions
Contractor's Overhead & Profit
Contingency for Design Development
Cost Escalation (to midpoint of const.)
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San Rafael Essential Facilities Communications Plan
TABLE OF CONTENTS
PAGE
I. INTRODUCTION....................................................................................... 3
II. COMMUNICATION GOALS........................................................................ 3
III. COMMUNICATION TOOLS........................................................................ 4
San Rafael Essential Facilities Communications Plan
I. INTRODUCTION
The City's General Plan 2020 includes several key elements in the Governance Section
that prioritize the community engagement covering broad-based involvement, community
stakeholders, community participation, city and community communication, information
about community issues, a contact database, the San Rafael website, and empowering
residents to take responsibility. In addition, the City Council accepted a Community
Engagement Action Plan in January, 2015. The five primary strategies contained in the
Community Engagement Action Plan are to demystify local government, engage earlier,
translate information in Spanish, enhance technological tools, and close the feedback
loop.
The Essential Facilities Strategic Plan and the resulting future design and construction
work is the first major project that the City of San Rafael has embarked upon since the
development and acceptance of the Community Engagement Action Plan. In response
to the findings of the Community Engagement Action Plan, a specific Communications
Plan for the Strategic Plan process and future Public Safety Facility Improvements
program was created to describe the means, methods, processes and tools that City
Staff, consultants, elected officials and all others working on this project will utilize to in
order to increase engagement and transparency within the community as it relates to the
Essential Facilities Strategic Plan projects.
This Communications Plan is arranged in order to mirror the five primary strategies
contained in the Community Engagement Action Plan listed above. Within each section,
specific communication details are identified to be used throughout the Essential Facilities
projects in order to comply with the Community Engagement Action Plan and increase
engagement and transparency within the community.
II. COMMUNICATION GOALS
1. Demystify Local Government. Clarify City processes and how to best participate in
civic affairs. The subject matter related to the improvements to the City Essential
Facilities is very technical in nature and can be confusing to the lay person so all
efforts will be made to simplify the language when communicating to the public. Use
clear language within any form of communication issued to the public/community. The
Communication Tools described below will all be created or conducted in a simplified
and easy to understand manner so anyone with little or no design and construction
experience will understand the information being shared.
e
in
San Rafael Essential Facilities Communications Plan
2. Engage Earlier. Get the word out early to the community on projects and programs,
including items on board and commission agendas, to increase participation prior to
City Council meetings and decisions. Identify early opportunities to provide information
and receive input on alternatives and options and reach out to residents and
businesses early in the process.
3. Hable Espanol. Improve communication and soliciting feedback from our Spanish
speaking community. Translate key materials into Spanish and utilize community
partners in the Spanish-speaking community to disseminate information and receive
input.
4. Enhance Technological Tools. Utilize technology for improved communication,
tracking, and online resources and engagement. Provide information in a variety of
online ways including the City website, e -newsletters, and social media whenever
appropriate and possible.
5. Close the Feedback Loop. Communicate better about the engagement process and
the feedback that was received. Let people know about decisions and any follow-up
actions or next steps.
M. COMMUNICATION TOOLS
City Website — The City's website has been in
use for many years and is the ideal location and
starting point for seeking information about
anything that is going on at the City. Specific
information about the Essential Facilities
Strategic Plan and subsequent design and
construction activities can easily be located on
the City homepage for easy access. The URL
http://www.cityofsanrafael.org/facilities directs
to a detailed webpage with specific project
related items. These methods are a quick and
efficient way of updating the community on the
.. x
program, as well as provide information = -_ _ ------
regarding any on-going construction. There will
be a communication forum that will allow the _ssennal Facilities Webpage on City Website
public to express their opinions of the current
active projects. In addition, a link will be provided to those who would like email
updates on the projects. As the process moves to the design and construction
phase, individual project web pages for the Police Department and the various Fire
Stations can be created and links provided on the Essential Facilities page.
4
San Rafael Essential Facilities Communications Plan
Workshops — During the planning and design phase, workshops will be held
periodically at respective fire stations to relay and receive vital information to/from
the community. Community members will be able to attend to receive updated
information regarding each active project and provide their comments. The need
for workshops will diminish once the project enters the construction document
phase as the design is set. From this point forward, information will be shared with
the community more effectively through a number of different tools listed in this
section.
Snapshot — One method by which the City currently
reaches out to large numbers of community members
and local residents is via "Snapshot" (the City
Manager's e -newsletter). The e -newsletter currently
has approximately 10,000 subscribers. A segment of
this newsletter can periodically provide information on
the Essential Facilities Strategic Plan process as well
as future design and construction phase progress.
This communication tool will be actively used
throughout every phase of the projects.
Project Newsletters — Construction
progress on specific stations as part of
the future Public Safety Facility
Improvements program will have
individual Newsletters for each
specific project that will be available on
the project webpage. This tool will be
used throughout the construction
phase of the project and distributed on
a regular basis to the community. A
bilingual version of the newsletter will
be prepared so it can be shared with
the Spanish speaking community.
City Manager's Blog, "Snapshot"
Sample Pro.prt'+'pvvOpt°
Monthly Status Reports — Construction progress
on the entire Essential Facilities Strategic Plan and
future design and construction activities will be
summarized in a Monthly Program Status Report.
This report will provide a status on the program as
a whole as well as the status on the individual
projects within the program. This report will focus
on the schedule and budget status of the program
and individual projects. This tool will be used
throughout every phase of the projects and
distributed on a regular basis to the community. A
ample Monthly Status Report
San Rafael Essential Facilities Communications Plan
bilingual version of the status reports will be prepared so it can be shared with the
Spanish speaking community.
Public Meetings — Community meetings and workshops will be scheduled and
conducted in the early evenings and weekends and at times that are convenient
to all community members. Key meetings can be held during the week and then
repeated during weekend to allow convenience and options to the community.
During the planning and design phase, Public Meetings will be held periodically to
relay and receive vital information to/from the community. Community members
will be able to attend to receive updated information regarding each active project
and provide their comments. In addition, the above information can be presented
to other established local organizations and Homeowner's Associations in the
communities around the specific Fire Station projects. For example, organizations
that should be included are the Federation of San Rafael Neighborhoods and the
North San Rafael Coalition of Residents, which represent and serves a number of
HOA's in the local San Rafael area. This sort of two-way communication will allow
interested parties to disseminate information through their own means such as
through NextDoor, neighborhood newsletters, and social media. Once in
construction, if approved in advance by City Staff and the General Contractor,
small groups of community members may be allowed to tour the construction site
at various intervals during the construction phase.
Construction Site Cameras — Once in construction,
cameras will be set up at each construction site with a link,, h
on the respective project web site page so community
members can see what is happening on the site at any
time. The camera and the accompanying web link will -
remain in operation throughout the construction phase..,
Social Media — The City of San Sample Project Site 11 Camera
Rafael uses many social media -
tools, including Facebook,
Twitter, and YouTube. These
tools can be put to use in
sharing the information related 5
to the Strategic Plan and future San Rafael PaBce
planned activities at the Public
Safety and Fire Station
projects. The Police and Fire San Rafael Police Twitter Account
Departments' Twitter accounts
combined have over 8,800 followers. Thousands more can be reached by
periodically using the social media accounts of the various community centers and
Library.
San Rafael Essential Facilities Communications Plan
■ Postcards/Mailers — To increase community outreach, vital information will be
distributed using standard U.S. mail for the percentage of the population that does
not have continuous access to the City's website. These Mailers/Postcards will be
distributed at periodic intervals throughout the planning, design and construction
phases of each of the projects.
Sample Postcard/Mailer
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Project Milestone Celebrations — The City
realizes that none of the projects in the
Essential Facilities Strategic Plan and future
construction and renovation process would
have been possible without the approval and
continued support of the local community.
Therefore, the City plans to celebrate key
project milestones for the various projects such
as Groundbreaking and Grand Openings with
the members of the local community. At Sample Community Groundbreaking Invitation
various milestones, the City may also choose
to promote the projects through press releases or "Marin Voice" type submissions
to newspapers.
Rd
PROLRPa111 d , -
Tll�l!in • .f
Sample Groundbreaking Brochure
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CAKITCHELL
ROUTING SLIP / APPROVAL FORM
INSTRUCTIONS: Use this cover sheet with each submittal of a staff report before approval
by the City Council. Save staff report (including this cover sheet) along
with all related attachments in the Team Drive (T:) 4 CITY COUNCIL
AGENDA ITEMS 4 YEAR 4 MEETING DATE 4 TOPIC
Agenda Item # U. b
Date of Meeting:
From: �`'j'� /v�c��.,
Department:
Date: Click here to enter a date L
Topic: 4;��9,lii/Gi`x • r^f r�S �T Subject:
Type:
Type: Resolution ❑ Ordinance
❑ Professional Services Agreement ❑ Other:
APPROVALS
❑ Department Director
Remarks:
❑ Finance Director
Remarks:
NJ City Attorney
Remarks:
City Manager
Remarks:
I 0A6 r''s[ f
Mayor Phillips and City Council,
The San Rafael Firefighters Association would like to extend our appreciation and support for the
leadership the council has shown on the essential public safety facilities. Over the years many groups
and councils have recognized the need for safe modern public safety facilities, but none have come
closer than you in making it a reality. The Councils support and passage of Measure "E" was an
important step in this process.
This is an exciting time as we move forward in providing the citizens, firefighters and police officers
seismically safe modern facilities from which we operate. These modern public safety facilities will
increase the effectiveness of all public safety operations for years to come.
The San Rafael Firefighters Association looks forward to our continued involvement in the development,
design and building of our public safety facilities. We would also like to express our gratitude to all of the
citizens, city employees and staff that made up the facilities work group. We would also like to thank
both Mary McGrath Architects and Bill Johal of Kitchell for their work on this project.
Res ull ,
o inner
President San Rafael Firefighters
July 20, 2015
SAN RAFAEL POLICE
ASSOCIATION
P.O. BOX 151557 / SAN RAFAEL, CALIFORNIA 94915-1557
To the Honorable Mayor and Esteemed Members of the San Rafael City Council,
The purpose of this letter is to register our support for the Essential Public Safety Facilities
Strategic Plan. The San Rafael Police Association have reviewed and evaluated the proposed
plan, and believe that it addresses the critical facilities need for the San Rafael Police
Department for the years to come. The construction of a public safety building will provide a
much needed facility to more efficiently and effectively provide public safety services to the
community of San Rafael. Thank you for your consideration in this matter.
Sincerely,
Carl Huber, President, San Rafael Police Association.