Proposal for Psomas (available in the City Clerk's Reading File) — Santa Clarita City Council, May 13, 2025

March 5, 2025

Ms. Jackie Lillio
City of Santa Clarita
23920 Valencia Blvd.,
Santa Clarita, CA 91355

Subject: Proposal for Additional Professional Services
Parks Maintenance Yard
Valencia, CA
Psomas Proposal No. 24-0878R3

Dear Ms. Lillio:

Psomas is submitting the attached proposal for professional services for the subject project. Based on our knowledge of the site and the information provided to us, we have developed the attached Scope of Services and associated fee to meet the project requirements, as we understand them, as described in Exhibit “A” and Schedule “A” respectively (attached).

We look forward to working with you on this important project.

Sincerely,

Jeremy Johnson, PE,
Project Manager

JJ:bh

Enclosures (11)
− Exhibit “A”: Scope of Services
− Schedule “A”: Fee Schedule
− Hourly Rates
− Billing Procedures
− Exhibit “A-1” Conceptual Plans
− Exhibit “B” RNT Proposal
− Exhibit “C” P2S Proposal
− Exhibit “D” PCLD Proposal
− Exhibit “E” Buehler Proposal
− Exhibit “F” OCMI Proposal
− Exhibit “G” Fee Table

EXHIBIT “A”

SCOPE OF SERVICES
Proposal for Additional Professional Services
Parks Maintenance Yard
Valencia, CA
Psomas Proposal No. 24-0878R3
March 5, 2025

PROJECT DESCRIPTION
The City of Santa Clarita (city) is proposing the development of a new 9,500 sq. ft. parks maintenance building and the accompanying site improvements located at Central Park in Santa Clarita, CA. Psomas led the design efforts for the programming and conceptual studies (Tasks 1-3) for this project. The project is now moving into the design phase and the city has asked for a new proposal to cover tasks 4-6 of the original RFP, PPOS-22-23- P4028. The scope and fee for the design and construction phases presented in this proposal are based on the scope of the project as documented in the approved conceptual plans, see attached Exhibit “A-1”.

In addition to the scope of work provided below, more detailed scope of work descriptions are provided by our subconsultants in the attached Exhibits “B,” “C,” “D,” “E,” and “F”.

SCOPE OF WORK
Psomas agrees to furnish and perform the various professional services pertinent to the project specifically outlined as follows:

TASK 1 – PRELIMINARY INVESTIGATION
Task 1 was completed in the previous conceptual design effort except for potholing and the survey required to document the potholes. Psomas, through a subcontractor, will perform a maximum of ten (10) potholes and survey the results for inclusion into the design documents.

TASK 2 – PROJECT MANAGEMENT
Task 2 was partially completed during the previous conceptual design effort. The design team will need additional budget for monthly PDT meetings, schedule, and quality control. The number of PDT meetings and project management budget is based on a design phase duration of 12 months.

TASK 4 – PRELIMINARY DESIGN
Prepare preliminary design (30%) plans and cost estimate based on the city approved conceptual drawings. The consultant will prepare project documents and provide the necessary deliverables for a 30% design milestone. • Create a preliminary Site Plan that demonstrates the size and relationship of the project components in conjunction with the site constraints and topography. The site plan should encompass the entire project area, including pedestrian and vehicle access roads, all site plan elements related to the revised parking lot, building expansion, vehicle and equipment storage and Urban Forestry yard. • Prepare architectural, structural, and M/E/P preliminary building plans. • Prepare an electrical investigation to verify capacity for the new building. • Prepare a circulation study including temporary and permanent fire access. • Prepare static renderings (4 views) of the proposed building for internal staff and management use.

Renderings of the site are not included.
• Prepare a preliminary rough grading plan with associated earthwork calculations. • Prepare a preliminary fine grading, paving, and drainage plan.

EXHIBIT “A”

SCOPE OF SERVICES
Proposal for Additional Professional Services
Parks Maintenance Yard
Valencia, CA
Psomas Proposal No. 24-0878R3
March 5, 2025

• Provide a preliminary wet utility plan that includes storm drain, domestic water, and irrigation for the site.
• Prepare a preliminary hydrology, hydraulics, and SUSMP report. • Develop a preliminary site lighting plan. Design should include parking, and all site lighting locations and sizing, with supporting calculations.
• Develop preliminary landscape plans.
• Prepare a preliminary estimate of probable construction cost based on the program established in the preliminary design.
• Work with city staff to evaluate needs, required space and amenities for temporary relocation of City staff and maintenance operations during construction. Provide relocation plan outlining operational offset during construction.

Task 4 Output:
• Preliminary Design Plans and Estimate
TASK 5 – CONSTRUCTION DOCUMENTS
The consultant will prepare PS&E documents and provide the necessary deliverables at each specified design milestone. Plans will be prepared, reviewed and approved at milestone progress points as described below. It is our understanding that the project will go out to bid in two phases (site and building), however, the plans will be prepared, reviewed, and approved together as one single project.

Task 5.1 – Plans, Specifications, and Estimates (PS&E)
• Submit for plan review at 60%, 90%, and 100%, and issue approved plans and specifications for bidding.

Provide all items required for submittal by the reviewing agencies. • Provide visual presentation materials, including drawings, color boards, computer generated 3-D renderings, and other appropriate materials for use and display in meetings. • Provide detailed renderings (6 views) of the proposed building for the purpose of presenting to staff, management, and the public.
• Submit at all milestones, an updated design schedule, construction schedule, plans, specifications, and estimated construction costs.
• Complete necessary design and construction approvals for the project from the required city divisions, LA County Fire Department, other agencies, and utilities. Provide all necessary plan check copies required by the affected Agencies and utilities.
• Map existing utilities on project base plans based on as built obtained from utility companies, Underground Service Alert (USA) markings, and potholing information. • Provide coordination with required utility companies to assist with any additional upgrades or service necessary to supply the project site.
• Prepare plans and calculations, based on the proposed project construction phasing, which include but are not limited to the following:

EXHIBIT “A”

SCOPE OF SERVICES
Proposal for Additional Professional Services
Parks Maintenance Yard
Valencia, CA
Psomas Proposal No. 24-0878R3
March 5, 2025

Site Civil Plans
• Demolition, Grading, Paving and Drainage Plans.
• Grading coordination with adjacent development.
• Wet Utility Plan.
• Utility Composite Plan.
• Parking Lot Improvement Plans.
• Horizontal Control Plan.
• Storm Drain/SUSMP Plan.

Electrical Plans
• Site Lighting and Power.
• EV Charging.
• City Fiber Optic Lines.
• Security cameras and equipment.

Landscape Architectural Plans
• Site Plan.
• Landscape and Irrigation Plans.
• Plans will include trees, plants, shrubs, hardscaping, irrigation design, details, notes, and legends, and any selected Low Impact Development (LID) or Nature-Based design features. All Landscape and Irrigation plans will conform to AB1881 (water conservation in landscaping). • Coordinate with city’s Urban Forestry and include plans for existing trees to be protected in- place, to be removed, and any required tree mitigations.

Building Plans
• Architectural Plans.
• Structural Plans.
• Electrical Plans.
• Mechanical Plans.
• Plumbing Plans.

• Prepare grading and drainage plan; adjust grades as necessary to accommodate parking, vehicular and pedestrian circulation and to comply with ADA and State accessibility requirements. • Prepare hydrology calculations and report in support of the project development. • Prepare catch basin sizing and storm drainpipe sizing calculations and report in support of the project development.
• Prepare a Standard Urban Stormwater Mitigation Plan (SUSMP) for the project improvements per the city’s Municipal Code Chapter 17.95
• Prepare preliminary storm runoff analysis subject to NPDES permit. Prepare a Storm Water Pollution Prevention Plan (SWPPP) for all the construction activities. The preparation of the SWPPP will be done by a Qualified SWPPP Developer (QSD) and it will meet all the requirements of the State’s most current version of the General Permit for Storm Water Discharges Associated with Construction Activities.

EXHIBIT “A”

SCOPE OF SERVICES
Proposal for Additional Professional Services
Parks Maintenance Yard
Valencia, CA
Psomas Proposal No. 24-0878R3
March 5, 2025

• Consultant will prepare specifications in a format consistent with the latest edition of the Standard Specifications for Public Works Construction (SSPWC). For work items not adequately covered in the SSPWC, project specific specifications will be developed.

• The submitted plans and specification will be issued in a condition such that the documents are complete, fully coordinated between disciplines, and ready to be issued for plan checking. • Prepare a construction cost estimate. The estimate should include a breakdown of costs for each item of work and match the bid schedule, item by item, included in the specifications. • Provide electronic copy of all documents developed during the contracted period with the city.

Drawings are to be developed on AutoCAD Version 2022 or equivalent and documents will be prepared utilizing Microsoft Office Suite (i.e., Word, Excel, PowerPoint, and MSProject).

5.1a New Fire Water Connection to SCVWA Main Line (Optional) Psomas anticipates that the existing fire water system network is adequate to support the new scope of work and that no new connection to a public water main is required. However, if Psomas determines through evaluation of the fire water system that an upgrade is required, Psomas will coordinate with SCVWA for a new service.

5.1b New Electrical Service from SCE (Optional)
P2S anticipates that the existing electrical infrastructure is adequate to support the new scope of work and that no service upgrade is required. However, if P2S determines through evaluation of systems that an upgrade is required, P2S will coordinate with SCE for a new service.

5.2 Plan Approvals and Permits
• Receive plan check approvals from all city divisions including but not limited to Planning, Engineering Services, Building and Safety, Traffic, Information Services, Urban Forestry, Environmental Services, Recreation and Community Services, Park Maintenance, Parks Planning, and outside agencies such as Los Angeles County Fire, LA Public Health Dept., or as needed for construction permits. • Los Angeles County approvals for any associated storm drain and sanitation permits. • Obtain any necessary Fire Department approvals, including a Fuel Modification Plan approval. • Consultant to provide all documentation for the SWPPP permit. City will assemble the NOI for the project.
• The consultant is to provide the city with an original and/or updated complete set of approved plans, specifications, and estimate. Construction specifications will be written specific to the project.

5.3 – Bid Meetings and Support
The City has provided direction that the project will be bid and constructed in two phases. The first phase will be the site work including grading and utilities. The second phase will be for the construction of the building.

• Attend Pre-Bid meetings.

EXHIBIT “A”

SCOPE OF SERVICES
Proposal for Additional Professional Services
Parks Maintenance Yard
Valencia, CA
Psomas Proposal No. 24-0878R3
March 5, 2025

• Respond to Bidders questions.
• Write Addenda in response to bidder questions and design changes. • Assist in analyzing the bids to identify lowest responsible bidder. • Assist in City’s RFP preparation for Materials Testing and Special Inspections.

Task 5 Output:
• 60% Plans, Specs, and Estimate.
• 90% Plans, Specs, and Estimate.
• 100% Plans, Specs, and Estimate.
• Final Plans, Specs, and Estimate.
• 3D Model and Animated Video Rendering.
• Hydrology Study/USMP.
• SWPPP/NOI.
• Plan Check Approvals & Permits.
• Bid Meeting and Support.

TASK 6 - CONSTRUCTION SUPPORT
If the city elects to award this phase of work, the consultant will assist the city during construction phase through final close-out of the project. This phase will include but not be limited to the following tasks.

6.1 – Construction Meetings and Support
• Attend Pre-Construction Meeting.
• Attend weekly job site meetings and inspection visits. • Respond to RFIs and review submittals and shop drawings. • Prepare construction bulletins as needed.
• Prepare construction correction notices as needed.
• Assist with reviewing, analyzing, and advising the City on Contract Change Order requests. • Meet with the city approximately twice a month to report on the progress of the work. • Perform final review and contribute to the punch list with the contractor. • Procure and maintain construction management software for coordination and filing of construction documents.

6.2 – As-Built Plans
Consultant will prepare as-built drawings upon comp letion of the project and acquire the contractor’s daily red lined plans from the contractor and their subcontra ctors. Final Record Drawing will need to be both in electronic files (CAD and PDF) and hard copies. This subtask will be noted as a separate line item.

Task 6 Output:
• Attendance at pre-construction meeting.
• Responses to RFIs during construction.
• Responses to materials or product submittals and shop drawings reviews.

EXHIBIT “A”

SCOPE OF SERVICES
Proposal for Additional Professional Services
Parks Maintenance Yard
Valencia, CA
Psomas Proposal No. 24-0878R3
March 5, 2025

• Documents for inclusion in contract change orders issued by the City of Santa Clarita. • Attendance at monthly construction progress meetings. • As-Built Plans.

EXHIBIT “A”

SCOPE OF SERVICES
Proposal for Additional Professional Services
Parks Maintenance Yard
Valencia, CA
Psomas Proposal No. 24-0878R3
March 5, 2025

EXCLUSIONS
• Monthly Progress Reports
• Drone Video
• Sustainability Certification
• Pre-design or programming services
• Design for relocation of backbone utilities
• Reclaimed water design
• Roadway design for public roadways. Site access roads are included. • Traffic engineering and traffic studies. Site circulation studies are included. • Design of facilities outside of the project site with the exception of utility connections as necessary
• Legal descriptions, government fees, permits and assessments • Methane gas protection measures and coordination
• Preparation and approval of plans for work within the public right-of-way • Construction staking
• Public hearing attendance
• Water quality monitoring
• Assembly, advertisement, and distribution of bid package • Pump station design
• Revisions or amendments to the SWPPP and SWPPP Monitoring • Maintenance or update of the SWPPP
• Site monitoring, inspection, testing and reporting program implementation as described in the SWPPP and the certification section of the NOI.
• QSP Services
• Annual certification as described in the SWRCB General Permit No. CAS000002, Order No. 2009-0009-DWQ
• Off-site hydrology
• LEED Documentation and Coordination
• Re-design efforts for purposes of Value Engineering at the request of the city

EXHIBIT “A”

SCOPE OF SERVICES
Proposal for Additional Professional Services
Parks Maintenance Yard
Valencia, CA
Psomas Proposal No. 24-0878R3
March 5, 2025

ASSUMPTIONS
• The Project Limits identified on Exhibit “A-1”, attached, are approximate and based on the previously approved Concept Design document. The project limits shall be verified with the city and prior to start of Preliminary Design Phase and the scope of services and fee schedule presented herein shall be adjusted as needed to accommodate changes to the project limits. • This proposal assumes all works to be wholly contained onsite. No provisions have been made for offsite permitting, processing, and coordination with the City of Santa Clarita, County of Los Angeles, or any other agency. Utility connections to park infrastructure systems will occur within the site work limit shown in Exhibit “A-1” with the exception of the electrical and fire water system. It is assumed that the electrical system will connect at the existing restroom located adjacent to the softball fields.

The fire water system is assumed to connect at the existing hydrant approximately 200’ west of the existing maintenance building. If these connections are found to be insufficient for the proposed building needs, we have provided optional tasks (5.1a and 5.1b) to upgrade these services to the service provider main lines.
• Revision of documents at city direction when such revisions are inconsistent with previous approvals or direction will be addressed for an additional fee. Changes in design due to normal design coordination are anticipated and included in this proposal.
• It is assumed that the civil park backbone utility infrastructure is not in conflict with the proposed project site. Relocation of park backbone utilities is specifically excluded from the scope of services described herein. If relocations are deemed necessary during development of the Design Development phase, a separate proposal shall be provided.
• Scope of services assumes the project will be designed, reviewed, and permitted as a single project. For bid and construction, it is assumed that the project will be split into two phases (site grading/utilities and building). Additional services may be required for additional design phases and/or bid and construction phases.

SCHEDULE “A”

FEE SCHEDULE
Proposal for Additional Professional Services
Parks Maintenance Yard
Valencia, CA
Psomas Proposal No. 24-0878R3
March 5, 2025

Client agrees to pay Consultant as compensation for the professional services described in Exhibit “A” in accordance with the below schedule.

Description Budget
Basic Services
Task 1 – Preliminary Investigation (Potholing Only) (T&M) $ 39,500 Task 2 – Project Management (Assume 12 month schedule) (fixed fee) $ 54 ,430 Task 4 – Preliminary Design (fixed fee) $ 206 ,724
Task 5 – Construction Documents (fixed fee) $ 662 ,041 Task 1 – Task 5 Subtotal $ 962,695
Reimbursables $ 5,000
Owner’s Allowance $ 40,000
TOTAL FEE – NOT TO EXCEED $1,007,695
Optional Services
Task 6 – Construction Support (fixed fee) $ 314, 110

• See attached Exhibit “G” Cost Comparison for an in-depth fee breakdown.

• Services will be performed in accordance with the provisions of our current agreement of which Exhibit “A” and Schedule “A” will become part.

• This proposal is valid for period of 90 days, after which, consultant’s proposed fees will be revaluated.

2025 FEE SCHEDULE
Los Angeles and Santa Clarita Offices
Engineering, Land Use Entitlements, and Surveying

IN-OFFICE SERVICES
Effective from January 1, 2025 - December 31, 2025

Administrative/Project Administrator $100 - $135
Drafter/Design Drafter $130 - $170
Civil Engineering Designer/Engineer $130 - $170
Surveyor/Project Surveyor/GIS Specialist/Photogrammetrist $115 - $190 Planners/Assistant Planner/Expeditor/Senior Planner $125 - $205 Project Designer/Professional Engineer/Project Engineer $160 - $190 Sr. Project Engineer/Sr. Project Surveyor/Sr. GIS Specialist $190 - $235 Project Management $190 - $275
Principal/Director $240 - $350

SURVEY HOURLY RATES - FIELD SERVICES
Effective from October 1, 2024 - September 30, 2025

One-Person Survey Party $250
Two-Person Survey Party $385
Three-Person Survey Party $485
Field Supervisor $208

Hourly rates for field survey parties include normal usage of field equipment and are fully equipped rates.

REIMBURSABLES
Mileage at current IRS allowable rate and parking expenses incurred by office employees are charged at cost. Prints, plots, messenger service, subsistence, air travel, and other direct expenses will be charged at cost plus ten percent. The services of outside consultants will be charged at cost plus fifteen percent.

The above rate schedule is for straight time. Overtime will be charged at 135 percent of the standard hourly rates.

Work performed on Sundays and holidays will be charged at 170 percent of the standard hourly rates.

Billing Policies and Procedures

The relationship with our client works best when there is a mutual understanding about fees and payment terms. You are encouraged to discuss with us any questions you may have concerning these policies.

Billing
The value of our services is determined primarily by the time spent on each client’s matter. Our time records are kept on a weekly basis and invoices are prepared every four or five weeks, depending on our accounting calendar.

Payments
As there is a time lag between rendering professional services and mailing our bills, all invoices are due upon presentation. Any bills that are not paid within thirty days are classified as “delinquent,” and a late charge of 1-1/2 % per month will be added.

Work Stoppage
Work will be stopped on any job that has invoices outstanding for more than 60 days. Due to the costs and inefficiencies that results from stopping and restarting a job, an additional “start-up charge” will be assessed.

Retainers
It is our policy to obtain an advance retainer from all new clients and from exiting clients under certain circumstances. Also, it occasionally may be appropriate to require an advance retainer after the commencement of a project or to require an increase in a prior retainer. This depends in part on our client’s payment history and the scope of the work involved.

Reimbursable Expenses
Costs, other than time charges, are based on usage. Therefore, the cost of blueprinting, messenger service, transportation, and other specific job related costs are charges as “reimbursable expenses.” Generally, these are a very small portion of the total cost of a project. If requested, we will provide a computer printout which details these costs. We do not provide any additional backup for these generally nominal expenses.

PSOMAS

Nick Tarditti, CFA Chief
Financial Officer

GATE12" CMP
CANOPY - LANDSCAPING EQUIP. STORAGE
10' CONTAINERHAZARDOUSSTORAGE40' CONTAINER
A/C
CONC
GATE
20' CONTAINER10'CONTAINER

CONCCONC (BURIED)CANOPY(METAL/FABRICSHADE STRUCTURE)

CANOPY(METAL/FABRICSHADE STRUCTURE)
GATE
CONC BLOCKRET. WALLTIMBER RET. WALL

DIRTDIRTDIRTDIRT

GRAVELGRAVEL
DIRT
GATE
GATE
4' CLF6' CLF6' CLF6' CLF 6' CLF
BUSH
S. FACE PARTIALLY BURIEDWALL, UNK. WIDTH, CONTINUESBOTH DIRECTIONS DIRT
DIRT

DIRT DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
GRAVEL

GRAVELGRAVEL

GRAVELGRAVEL
GRAVEL

GRAVELGRAVEL

DIRT SLOPE

UVWV ASPH ASPHASPH
ASPH
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ASPHASPH
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ASPHASPH

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ASPHASPHASPH
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GATE CONC

CONCMOW STRIPMOW STRIP
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DIRT
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DIRTDIRT DIRT
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MULCHPLANTERPLANTERPLANTERPLANTERDIRTMULCHMULCH
MULCH
MULCH

DIRT SLOPE

DIRT SLOPE
ASPH
GRAVEL
36"36"48"15'DL20'DL20'DL18"15'DL
E
14"10'DL18"20'DL

6.0' DR1261.02 FF3' DR12' ROLLUP3' DRW 48"30"
24"36"
20'DL15'DL
25'DL40'DL
4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLEEC S1269.20 Rim1265.05 Inv 8" N1265.13 Inv 8" SE
6"6"5'DL5'DL
E
W3' DREEEEEEWE
W12' ROLLUP1261.00 FF
24"28"30"36"25'DL27'DL30'DL40'DL
EE
S1253.40 Rim1242.18 Inv 8" N1242.23 Inv 8" S
W
14"
24"S1257.28 Rim1253.33 Inv 6" N1253.42 Inv 6" SE1254.81 Inv ~8" ESE 24"
20"
5"4"4"5"3"4"4"5"5"9"4"8"
5"6"6"6"4"4"8"5"8"4"6"2"10"8"12"8"10"12"8"8"10"12"12"12"12"16"14"12" 4' WD POLE4' WD POLE4' WD POLE4' WD POLE
2x12""
WOODSHEDMETALSHED1260.96 FF

MOW STRIP
8' CLF
8' CLF
8' CLF
5' WDF
5' WDF
5' WDF
3' WDF3' WDF
6' CLF
6' CLF
8' CLF
8' CLF
8' CLF
8' CLF
8' CLF
8' CLF
8' CLF
8' CLF
8' CLF 8' CLF
8' CLF
6' CLF
6' WDF
6' CLF6' CLF 8' CLF

CONCCONCCONC
1100 SFCONFERENCE RM.
195 SFBREAK RM.
175 SFPRIVATE MTNG. RM.137 SFW. RR
133 SFTYP. OFFICE
268 SFLOCKERS88 SFSHOWER/CHANGING
137 SFM. RR 1393 SFSHOP
1294 SFSTORAGE1032 SFGYM
289 SFCUBICLES
215 SFWORK STATIONS95 SFSTOR. W/ ELEC. WH
168 SFRECEPTION
77 SFUNI. RR55 SFVESTIBULE
92 SFSTOR.
1223 SFCORRIDOR57 SFJAN. 192 SFELEC. RM.
96 SFIDF RM.
(E) BUILDING
(N) BUILDINGFF 1280±
(E) GRAVEL ROAD
(E) GRAVEL ROAD
(N) AC PAVED ROAD20.0'

20.0'
(N) CONC. WASH BAY
(N) STAFFPARKING LOT
(N) GATE
(N) GATE

26.0'18.0'9.0'

26.4'

24.0'
12 1515
151226.0'

26.0'
(N) CHAIN LINK FENCE
2 2
(N) TRASH BAY

MISC TRACTORATTACHMENTS/IMPLEMENTS

TRAILER W/SMALL EQUIPMENT

FORKLIFTLINE PAINTERROBOTICLINESTRIPER

BOOM LIFT

TRENCHER

TURF VAC

AEVATOR

CEMENT MIXERSUV
10931101
1094
1072
1092
1103
TRUCK 125
1081
1096
110310951010
1000
1070
1056
1071
1083
10431024

HTTRAILERSTTRAILERSTTRAILER

LINE PAINTERLINE PAINTER

TRACTOR

ROTARYMOWER

REEL MOWER

REEL MOWERREEL MOWER
48" MOWER

GATORGATORGATORGATORGATOR
48" MOWER48" MOWER48" MOWER

TRACTORTRACTOR

FLAILFLAILFLAILFLAIL

TOPDRESSER(LARGE)

BALLDIAMONDMACHINE

SANDSIFTER

ROTOTILLER

PRESSURE WASHER

POKIEAERATOR

POKIEAERATORLELYSPREADERLELYSPREADER

BACKHOE

TRACTOR
1047
1099

POKIEAERATOR

TRACTOR HEDGE TRIMMER

SMALLTINESPOKIE

BUNKERRAKE

EZ-GOGOLF CART
EZ-GO

GOLF CART

TRUCKTRUCKTRUCK

TRUCKTRUCKTRUCKTRUCK

TRUCKTRUCK
TRUCK
TRUCK

TRUCKTRUCK

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TRUCKTRUCKTRUCKTRUCKTRUCKTRUCKTRUCKTRUCKTRUCKTRUCKTRUCKTRUCKTRUCKTRUCK

TRUCKTRUCKTRUCKTRUCKTRUCK

TRUCKTRUCKTRUCKTRUCKTRUCKTRUCK

LELYSPREADER

50.0'12.0'(N) 4' RET. WALL
(N) 4' RET. WALL
(E) FIRE HYDRANT

URBAN FORESTRY YARD

RELOCATED K-RAILS ANDMATERIAL STORAGE
Plotted - 7/22/2024 3:56:42 PM :: Saved - 7/22/2024 10:07:16 AM :: V:\1SAN272400\ENGR\SHEETS\Conceptual Plans\C200 - Site Plan.dwg :: lisidro SCALE:1"=30'015306090
OVERALL PARKING STALLSUMMARYSTANDARD (STAFF)73STANDARD ACCESSIBLE2VAN ACCESSIBLE2TOTAL77 CITY OF SANTA CLARITADATEAPPROVALS(PRINT NAME)REVISIONNO. REVISED BYCITYAPPROVALSCALE:AS SHOWNDATE:1SAN272400JOB NO.CASE NO:SHEET:OF PLANS PREPARED BY:
27220 Turnberry Lane , Suite 190Valencia, CA 91355(661) 219-6000 (661) 775-2718 faxwww.psomas.com 26 NOT FOR CONSTRUCTIONCONCEPTUAL DESIGNPARKS MAINTENANCEYARD07/22/2024IN ACCORDANCE WITH RESOLUTION NO. 19-6, AS A RESOLUTION OF THE CITYCOUNCIL OF THE CITY OF SANTA CLARITA DELEGATING DISCRETIONARY AUTHORITYTO THE DIRECTOR OF PUBLIC WORKS. DIRECTOR OF RECREATION AND COMMUNITYSERVICES, DIRECTOR OF NEIGHBORHOOD SERVICES, CITY ENGINEER, AND ASSISTANTCITY ENGINEERS TO APPROVE PLANS AND DESIGNS FOR THE CONSTRUCTION OF ORIMPROVEMENTS TO PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITYPURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY OF SANTA CLARITA,I DO HEREBY EXERCISE THE DISCRETION DELEGATED TO ME AND APPROVE THE PLANOR DESIGN, OR AMENDMENT OR MODIFICATION TO THE PLAN OR DESIGN, OR ACONSTRUCTION OF, OR AN IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE ORPROPERTY TO WHICH THIS STATEMENT, MY SIGNATURE AND DATE IS AFFIXED.OVERALL SITE PLANC-2.005 OVERALL PARK'S UTILITYVEHICLE PARKINGUTILITY VEHICLE PARKING53

COVEREDENCLOSEDOPEN OR UNCOVERED

LEGENDEQUIPMENT STORAGE OR VEHICLEPARKING ARRANGEMENT
EXHIBIT "A-1"
CANOPY - LANDSCAPING EQUIP. STORAGE
10' CONTAINERHAZARDOUSSTORAGE40' CONTAINER
A/C
CONC
GATE
20' CONTAINER10'CONTAINER
GATE
GATE
BUSH
S. FACE PARTIALLY BURIEDWALL, UNK. WIDTH, CONTINUESBOTH DIRECTIONS DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL

GRAVELGRAVEL

DIRT SLOPE

DIRT SLOPE
ASPH
ASPH
ASPH

ASPH ASPH

ASPHASPHASPH
ASPH 1 STORY METAL BLDG
CONC
CONC

CONCMOW STRIPMOW STRIP
1255
1255
1250
1260
1260
1275
1270
1280
1285
1290
1285
1290
1290
1290
1295 1300
1295
1295
13001305
1295
1300
1305 1310
1315
1310
1305
1300
1300
1285
1280
1285
1280
1275
1270
12701265
1265
1260
1265
1265
1270
1275

MULCHPLANTER

PLANTERPLANTERPLANTERDIRT

MULCHMULCH

DIRT SLOPE

DIRT SLOPE
1270
1270
1275
1265
1260
1260
GRAVEL
1260.79DN 48IN
1258.59DN 24IN1259.26DN 24IN1257.35 TG14"10'DL1260.64 TG6"1260.02 TM1260.65 TM1260.55 TM1258.71 TM1257.34 TM1257.94 TM1259.62 TM18"20'DL1258.51260.01260.01260.41260.0 FL1260.1 FL1259.21259.71260.11260.71260.8 1254.6 Top
1259.4 Top1260.3 Top1260.3 Top1257.71257.21260.6
1257.21253.51254.11255.01256.5
1260.71 EP1260.83 EP1260.731260.681260.681260.661260.631260.68 1260.851260.866.0' DR1261.02 FF1260.851260.861260.831260.71260.64 TG1259.94 Inv1260.64 EP1260.79 EP1260.971260.781261.001260.723' DR1260.84 EP1260.84 EP1260.85 EP1260.86 GB1260.86 GB1260.99 GB12' ROLLUP3' DR1260.781260.77 EP1260.79 EP1260.801260.83 EP1260.71 TG1258.76 InvW1260.83DN 24IN1260.82 EP1260.83 EP1260.63 EP 1260.57 EP1261.48 EP
1262.79 EP
1263.73 EP1264.06 EP1265.57 EP
1268.43 EP1270.12 EP1271.98 EP
1274.77 EP1275.06 EP1275.25 EP1275.241275.231276.791276.80 EP1278.48 EP1278.451278.431276.791280.76 EP1282.90 EP1281.63 EP1281.02 EP1279.32 EP1276.89 EP1276.31274.21274.25 EP1271.66 EP1271.91268.81 EP1268.61267.13 EP 1264.47 EP1265.1
1262.24 EP1262.01263.311265.181264.97 GB1263.45 GB1262.10 GB1261.02 GB1260.27 GB1260.15 FL1260.24 FL1260.30 FL 1260.40 FL
1260.60 FL
1260.59 FL1260.67
1260.621260.70
1260.811260.80
1263.35 TW1262.61263.30 TW1261.0
1260.81263.32 TW
1263.32 TW1261.3
1262.41262.92 TW1263.0 Top1263.5 Top1265.7 Top1267.1 Top 1267.6 Top
1267.8 Top1267.7 Top1266.3 Top1266.7 Top1267.5 Top1267.7 Top1267.6 Toe1267.2 Toe1265.5 Toe1264.6 Toe1263.8 Toe1262.5 Toe1262.5 Toe1265.91265.9 1266.2
1265.4
1265.31265.21265.11262.4 Toe1262.1 Toe48"
30"
24"36"
20'DL
15'DL
25'DL40'DL1270.4 Toe
1269.4 Toe
1268.7 Toe
1268.2 Toe
1267.1 Toe1266.1 Toe1265.3 Toe1263.7 Toe1263.8 Toe1264.1 Toe1265.5 Toe1265.1 Top1267.0 Top1268.7 Top 1270.3 Top1271.3 Top
1272.0 Top
1273.3 Top1278.091275.891273.39
1269.611267.83
4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLEEC1275.74 TW1275.78 TW1275.82 TW 1275.87 TW1275.80 TW1275.31275.2 Top1275.2 Top1275.1 Top1274.9 Top1274.9 Top1274.8 Top1272.5 Toe1272.2 Toe1271.9 Toe1272.6 Toe1273.3 Toe1274.1 Toe1274.51274.21275.2 1273.6 Top1273.9 Top
1273.7 Top1273.6 Top
1269.6 Toe1269.1 ToeS1269.20 Rim1265.05 Inv 8" N1265.13 Inv 8" SE1269.3 Toe1269.4 Toe1269.0 Toe 1268.9 Toe1268.6 Toe1269.0 Toe1270.8 Toe1267.6
1261.61263.51265.31265.91267.11268.71271.3
1272.91 TG1271.76 Inv
1274.5
1268.0
1268.3
1268.51269.9
1269.5 FL1268.2 FL1266.5 FL1264.6 FL1263.1 FL
1261.3 FL1259.8 FL1258.2 FL1256.76 TG6" PLASTIC
1273.8
1271.51271.7
1272.51273.41272.71271.2
1269.4
1266.91264.81264.11261.91260.0
1266.5
1268.41269.91271.1
1270.31268.81267.5
1267.31269.2
1270.5
1259.61
1259.81
1258.56
1257.691257.461257.471257.151256.66
1258.31
1255.01254.5 Toe
1255.1 Toe
1256.4 Toe
1257.61257.8 Top1257.8 Top1257.8 Top
1258.38 EP1258.30 EP1258.10 EP1258.51258.11258.7 Top1259.1 Top1260.27 EP1259.89 EP1260.51 EP1260.64 EP1260.69 EP 1260.75 EP1260.48 EP1260.35 EP1260.47 GB
1260.33 GB6"6"5'DL5'DL
1260.51259.3 FL1259.4 FL
1259.7 FL1259.8 FL1260.0 FL1260.2 FL
1260.4 FL1260.5 FL1260.8 FL
1260.5 FL1260.53 TG1259.73 Inv
1260.61259.4
1259.8
1258.8
1260.371260.611260.741260.801260.881260.821260.981260.841260.791260.611260.38 1260.26 TW1260.23 TW1258.38 EP1258.38 EP1258.7E1260.1 Top1260.3 Top1260.8 1260.80DN 24INW1260.23 TG1259.38 Inv
3' DREEEE1260.72DN 24IN
1260.85 EC1260.11260.81 EC1260.84 EC1260.88 ECEEW
E
1260.45DN 24INW12' ROLLUP1261.00 FF1261.03 EP1260.86 EP1260.70 EP1260.66 EP1260.75 EP1260.95 EP1260.881261.011260.81261.41261.11261.011261.18 1260.9 Toe1261.0 Top1261.4 Toe1262.7 Top1264.5 Top1264.9 Top1264.5 Top1263.1 Top1261.3 Toe1261.21261.5 Toe1261.4 Toe1261.5 Toe 1260.65 TG1259.85 Inv1260.61 TG1259.66 Inv1261.01261.5
1265.6
1266.11265.3
1265.11263.524"
28"30"
36"25'DL
27'DL
30'DL
40'DL1261.4
1261.7
1261.7
1268.1
1267.9
1267.7
1266.3
1266.1
1266.1
1264.6
1264.4
1264.4
1263.1
1262.5
1262.7
1258.09 EP1257.9 Top1258.16 EP
1258.09 EP1257.9 Top1258.21 EP1258.0 TopEE1256.01256.51255.61255.91255.8 Toe1256.2 Toe1256.6 Toe1256.4 Toe1256.6 1249.84 EP1250.88 EP1251.99 EP1253.14 EP1253.73 EP1255.60 EP1255.41256.41253.91253.71253.01253.81253.11252.11250.81252.21252.11249.7 1250.59 TM 1255.83 EP1255.64 EP1250.64DN 36IN1250.14DN 30IN 1253.25 TM1254.72 TM1254.74 TM1255.65 TM1256.90 TM1259.02 TM1259.12 TM14" 1256.8 1261.9
1284.891284.921285.91287.13 TW
1285.5 Toe
1294.5 Top1298.2 Top1301.0 Top1303.8 Top1306.7 Top1308.3 Top1310.5 Top 1310.6 Top1309.5 Top
4' WD POLE4' WD POLE4' WD POLE4' WD POLE1306.3 Top1303.3 Top 1302.0 Top1301.2 Top1300.9 Top1299.2 Top1297.71296.41294.41292.61291.61280.41282.91283.81282.01284.81287.01290.41288.31291.61294.31297.61295.71299.31299.61298.31299.21300.21299.51300.31301.6 1302.61301.81304.11303.31303.31304.2
1304.91307.71308.41308.6
1310.11310.5
1314.41313.71315.41316.0
1316.11315.41315.31315.51317.21313.61312.2 Toe1309.6 Toe1311.21308.81306.6 Toe1304.6 Toe1306.11303.91301.8 Toe1299.8 Toe1301.31298.41296.9 Toe1293.8 Toe1295.21293.81292.0 Toe1291.1 Toe1292.61283.2 1280.22x12"" 1291.61295.51298.81300.7
1302.0
1304.1
1307.0
1310.2
1312.6
1313.51311.91309.11306.51303.01299.61296.21293.4
1288.1 Toe1290.41283.9 Toe1283.41281.71281.8 Toe1281.6 Toe1286.5 1284.71288.01291.4
1278.91277.71277.41277.01276.71276.41276.01276.01275.51275.01274.2 1313.04 TW1310.58 TW

WOODSHEDMETALSHED
1260.96 FF
8' CLF
3' WDF3' WDF
8' CLF
8' CLF
8' CLF
8' CLF
8' CLF
8' CLF
6' WDF
8' CLF
CONC

CONCCONC
1100 SFCONFERENCE RM.
195 SFBREAK RM.
175 SFPRIVATE MTNG. RM.137 SFW. RR
133 SFTYP. OFFICE
268 SFLOCKERS88 SFSHOWER/CHANGING
137 SFM. RR 1393 SFSHOP
1294 SFSTORAGE1032 SFGYM
289 SFCUBICLES
215 SFWORK STATIONS95 SFSTOR. W/ ELEC. WH
168 SFRECEPTION
77 SFUNI. RR55 SFVESTIBULE
92 SFSTOR.
1223 SFCORRIDOR57 SFJAN. 192 SFELEC. RM.
96 SFIDF RM.

8.8%

7.3%

9.8%
FF=1280.00
(E) BUILDING
(N) BUILDING
(E) GRAVEL ROAD
(E) GRAVEL ROAD

20.00'

20.00'
1280
1277
12781279
12811275
1275 1280 1285 1290
128512901295
128512901295
12701275

2.0:1

2.0:12.0%2.0%
(N) RETAININGCURB
(N) RETAINING WALL
(N) AC PAVED ROAD
(N) AC PAVEMENT
(N) CONC. WASH BAY35.00'15.00'5.00'
5'.00
6'
9'
0'
0'
0'

RE-GRADE TOPROVIDEACCESSIBILITY PATHTO (E) BUILDING
JOIN EX. GRADE
SCALE:1"=20'0 20406010
PROPOSED RETAININGWALL PER STRUCT.DESIGN OR SPPWC STD.PLANHHEIGHTPER PLANH PROPOSED CONTOUREXISTING CONTOURDAYLIGHT LINERETAINING WALLRETAINED HEIGHT PER PLANGRADED OR CONC. SWALEFLOW LINEGRADE BREAKSAWCUT LINEAC PAVEMENTCONC. PAVEMENT LEGEND

XX (FT)
11001100
MIN 6"METAL GUARDRAIL
TYP. RETAINING WALLNOT TO SCALE
Plotted - 7/22/2024 3:57:11 PM :: Saved - 7/22/2024 10:07:11 AM :: V:\1SAN272400\ENGR\SHEETS\Conceptual Plans\C300 - Grading.dwg :: lisidro CITY OF SANTA CLARITADATEAPPROVALS(PRINT NAME)REVISIONNO. REVISED BYCITYAPPROVALSCALE:AS SHOWNDATE:1SAN272400JOB NO.CASE NO:SHEET:OF PLANS PREPARED BY:
27220 Turnberry Lane , Suite 190Valencia, CA 91355(661) 219-6000 (661) 775-2718 faxwww.psomas.com 26 NOT FOR CONSTRUCTIONCONCEPTUAL DESIGNPARKS MAINTENANCEYARD07/22/2024IN ACCORDANCE WITH RESOLUTION NO. 19-6, AS A RESOLUTION OF THE CITYCOUNCIL OF THE CITY OF SANTA CLARITA DELEGATING DISCRETIONARY AUTHORITYTO THE DIRECTOR OF PUBLIC WORKS. DIRECTOR OF RECREATION AND COMMUNITYSERVICES, DIRECTOR OF NEIGHBORHOOD SERVICES, CITY ENGINEER, AND ASSISTANTCITY ENGINEERS TO APPROVE PLANS AND DESIGNS FOR THE CONSTRUCTION OF ORIMPROVEMENTS TO PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITYPURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY OF SANTA CLARITA,I DO HEREBY EXERCISE THE DISCRETION DELEGATED TO ME AND APPROVE THE PLANOR DESIGN, OR AMENDMENT OR MODIFICATION TO THE PLAN OR DESIGN, OR ACONSTRUCTION OF, OR AN IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE ORPROPERTY TO WHICH THIS STATEMENT, MY SIGNATURE AND DATE IS AFFIXED.UPPER LOT CONCEPTUALGRADINGC-3.108 EXHIBIT "A-1"
GATE12" CMP
A/C
GATE

CONCCONC (BURIED)CANOPY(METAL/FABRICSHADE STRUCTURE)

CANOPY(METAL/FABRICSHADE STRUCTURE)
GATE
CONC BLOCKRET. WALLTIMBER RET. WALL

DIRTDIRTDIRT
DIRT

GRAVELGRAVEL
DIRT4' CLF6' CLF6' CLF6' CLF 6' CLF
DIRT
DIRT
DIRT

DIRT SLOPE

UVWV ASPH ASPH
ASPH
ASPH
ASPH

ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH 1 STORY METAL BLDG
W. FACE PARTIALLY BURIEDWALL, UNK. WIDTH

CONCMOW STRIPMOW STRIP
1245
1245
1250
1250
1250
1250
1250
12451245
1255
1260 1265 1270
1260
1255
1255
1255
1255
1255
1255
1250
1260
1260
1260
1265
1260
1270
1270
1275
1270
127012651255
DIRT
DIRT
DIRT
DIRT

DIRT DIRT
DIRT

MULCHPLANTER

PLANTERPLANTERPLANTERDIRT

MULCHMULCH
MULCH
MULCH
1260
1260
ASPH1250.6
1250.1
1248.8
1247.2
1245.4
1243.41242.8 FL
1245.1 FL
1247.0 FL
1248.8 FL
1250.0 FL
1250.5 FL
1250.8 FL1251.0
1244.3 Top
1248.1 Toe1247.5 Toe
1245.6 Toe1244.2 Toe1243.2 Toe1243.1 Toe1243.2 Toe1244.2 Top1244.4 Top 1242.9 Toe1243.3 Toe
1245.2 Top1246.6 Top
1245.4 Toe1246.1 Toe
1247.7 Top1248.8 Top
1247.0 Toe1247.3 Toe1247.6 Toe
1248.7 Toe1249.2 Top
1252.03 EP
1249.51 EP1249.61 EP1248.28 EP1249.53 EP1248.75 EP
1250.15 EP1250.76 EP
1251.391251.141250.811250.15
1252.61
1251.81
1252.591252.851252.76
1250.421249.181250.60
1249.811249.841248.80
1251.381250.781251.181250.4 Top1249.5 Top
1248.6 Top
36"36"48"15'DL20'DL20'DL1248.9
1248.01247.41245.71244.318"15'DL1242.41241.51241.31241.91241.61242.4 1248.8 FL1247.3 Top 1246.0 Top
1244.7 Top1243.5 FL
1244.2 FL
1245.5 FL1246.8 FL1247.7 FL1251.5 Top1248.7 FL
1250.4 Top1249.5 Top1247.8 Top
1246.0 Top
1245.6 Top1245.4 Toe1247.3 Top1247.3 Top1246.7 Toe1245.1 1246.4
1247.6
1249.0
1247.6 FL1247.3 FL1246.3 FL1245.5 FL1247.5
1248.1
1257.21257.21256.61255.89DN 24IN IRRI1255.72 EP1256.01 EP1257.86 EP1258.92DN 24INE1258.99 EP1259.54 EP1259.99DN 24IN1259.84 EP 1258.59DN 24IN1259.26DN 24IN1257.35 TG14"10'DL1260.64 TG6"1260.02 TM1260.65 TM1260.55 TM1258.71 TM1257.34 TM1257.94 TM1259.62 TM18"20'DL1258.51260.01260.01260.41260.0 FL1260.1 FL1259.21259.71260.11260.71260.8 1254.6 Top
1259.4 Top1260.3 Top1260.3 Top1257.71257.21260.6
1257.21253.51254.11255.01256.5
1260.71 EP1260.83 EP1260.731260.681260.681260.661260.631260.68 1260.851260.866.0' DR1261.02 FF1260.851260.861260.831260.71260.64 TG1259.94 Inv1260.64 EP1260.79 EP1260.971260.781261.001260.723' DR1260.84 EP1260.84 EP1260.85 EP1260.86 GB1260.86 GB1260.99 GB12' ROLLUP3' DR1260.781260.77 EP1260.79 EP1260.801260.71 TG1258.76 Inv1260.83DN 24IN1260.63 EP 1260.57 EP1261.48 EP
1262.79 EP
1263.73 EP1264.06 EP1265.57 EP
1268.43 EP1270.12 EP1271.98 EP
1274.77 EP1275.06 EP1275.25 EP1275.231276.89 EP1276.31274.21274.25 EP1271.66 EP1271.91268.81 EP1268.61267.13 EP 1264.47 EP1265.1
1262.24 EP1262.0
1259.81259.76 EP
1258.08 EP1258.21256.74 EP1255.77 EP1255.8
1259.68
1260.611260.68
1258.28
1253.69
1255.85
1258.16
1260.99
1263.311265.181264.97 GB1263.45 GB1262.10 GB1261.02 GB1260.27 GB1260.04 FL1260.15 FL1260.24 FL1260.30 FL 1260.40 FL
1260.60 FL
1260.59 FL1260.67
1260.621260.70
1260.811260.81263.32 TW
1263.32 TW1261.3
1262.41262.92 TW1263.0 Top1263.5 Top1265.7 Top1267.1 Top 1267.6 Top1265.31265.21265.11262.4 Toe1262.1 Toe48"20'DL 1268.2 Toe
1267.1 Toe1266.1 Toe1265.3 Toe1263.7 Toe1263.8 Toe1264.1 Toe1265.5 Toe1265.1 Top1267.0 Top1268.7 Top 1270.3 Top1271.3 Top
1272.0 Top1275.891273.39
1269.611267.83
1254.6 FL1255.7 Top
1255.6 Top1256.3 Top1255.4 FL1256.6 FL1257.5 Top1257.2 FL 4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE1275.82 TW1275.2 Top1275.1 Top1274.9 Top1274.9 Top1272.5 Toe1272.2 Toe1271.9 Toe1272.6 Toe1273.3 Toe1274.1 Toe1274.51274.21254.51255.01254.5 Toe 1260.821260.26 TW1258.7E1260.1 Top1260.3 Top1260.81260.85 EC1260.11260.81 EC1260.84 EC1260.88 ECEEW1258.09 EP1257.9 Top1258.21 EP1258.0 TopEE1256.01256.51255.61255.91255.8 Toe1256.2 Toe1256.6 Toe1256.4 Toe1255.5 Toe1256.6 1242.33 EP1242.76 EP1243.38 EP1244.54 EP1245.38 EP1246.15 EP1247.58 EP1248.61 EP1249.84 EP1250.88 EP1251.99 EP1253.14 EP1253.73 EP1253.97 EP1254.26 EP1255.60 EP1255.41256.41253.91253.71253.01253.81253.11252.11250.81252.21252.11249.71252.31248.71247.61251.21246.11249.01248.61244.51248.01247.21245.51246.51245.71245.8 1243.41242.7
1246.69 EP1248.10 EP1249.46 EP1249.80 TM1250.59 TM1246.51247.21248.01248.31249.51249.91250.31250.8 1255.83 EP1255.64 EP1255.28 EP
1255.11 EP1255.13 EP1254.95 EP1254.18 EP1253.92 EP1254.10 EP1255.18 EP1255.65 EP 1255.81255.81255.6
1255.27 EP1254.37 EP
1252.61 EC1252.45 EC1252.90 EC1252.52 EP1251.73 EP
1254.21253.9 FL1252.74 Inv
1250.88 Inv1251.2 FL1250.6 FL1251.41252.0
1252.31252.61252.53 TW1252.4
1254.17 Inv8" PVC1254.12 Inv8" PVCS1253.40 Rim1242.18 Inv 8" N1242.23 Inv 8" S 1254.51
1254.26
1253.501253.99
1254.761254.951255.341255.08
1253.98
1254.861255.201254.701254.33
1253.39 1254.26
1253.891253.831253.241252.861253.431253.48
1254.021253.78
1253.15
1251.951252.581252.041250.96 EP1250.51249.6 FL
1250.38 TW
1254.11
1251.01251.0W
1252.34DN 24IN EOS
1254.46DN 48IN-60IN
1253.9636-48IN EOS
1250.64DN 36IN1245.00DN 24IN
1250.14DN 30IN
1250.49EOS 1253.58DN 24IN
1255.22DN 24IN
1255.31DN 16IN EOS
1253.601254.671253.461253.841253.831253.62
1253.25 TM1254.72 TM1254.74 TM1255.65 TM1256.90 TM1259.02 TM1259.12 TM14" 1256.824"S1257.28 Rim1253.33 Inv 6" N1253.42 Inv 6" SE1254.81 Inv ~8" ESE 1256.41256.21256.31256.3
1257.81257.21256.6
1254.4
1253.9
24"
1261.9
20"1261.61261.91 TW1261.90 TW1261.20 TW1261.17 TW1260.43 TW1258.31257.81260.51 TW1260.56 TW1259.86 TW1259.87 TW1256.91257.01256.91259.88 TW1259.22 TW1259.22 TW1259.22 TW1259.11259.21259.61260.51260.81261.11260.71260.81260.21259.81261.5 1261.31258.91259.5
1262.21263.51264.61262.91263.91265.21265.61265.81266.41266.01266.21266.91267.41266.91267.91268.01268.61268.51268.51269.21268.71270.51270.61271.51272.31273.11273.31272.11275.6 1272.7
1272.21271.51270.4
1261.21262.11263.01264.41266.61268.11269.31270.11271.7
1271.9
1271.61271.21270.81271.52 TW1271.51 TW
1271.62 TW
1272.13 TW1272.40 TW1271.81271.7
1271.2
1271.01270.21268.91268.8
1269.0
1269.51269.61268.21267.61267.21268.2
1268.01267.1
1266.91268.01267.91266.9
1261.30 TW1256.61261.29 TW1261.25 TW1256.61256.51256.71261.30 TW1261.23 TW1261.27 TW1261.30 TW1261.27 TW1256.41256.61256.41256.61256.51256.6 1258.21 TW1258.22 TW1256.61256.71258.17 TW
1258.14 TW1256.21256.2
1258.23 TW
1259.20 TW1259.21258.81259.21 TW1259.19 TW1258.8
1259.18 TW1259.21259.21259.31259.81260.21260.27 TW
1260.25 TW1260.18 TW
1260.21 TW1260.01260.11260.0
1260.51261.01261.11 TW
1261.10 TW1261.15 TW
1261.18 TW1261.16 TW1261.21261.2
1261.2
1261.51262.01262.23 TW
1262.16 TW1262.18 TW
1262.21 TW1262.13 TW1262.1
1262.21262.31262.71263.11263.15 TW
1263.19 TW1263.13 TW
1263.13 TW1263.07 TW1263.1
1262.81262.81263.21263.91263.86 TW
1263.87 TW
1263.89 TW1263.87 TW1263.61 TW1263.60 TW1263.90 TW1263.8 1264.01264.2
1264.41265.51266.08 TW
1266.00 TW1266.02 TW1265.95 TW
1265.95 TW1265.92 TW1265.58 TW1265.64 TW1265.69 TW1266.01 TW1266.81 TW1268.15 TW1268.14 TW1269.86 TW1270.21 TW1268.51268.11266.41265.51263.71262.71261.21259.81258.51257.31256.2 1258.3
1258.31259.31259.01259.01259.01259.81259.81259.8
1260.01261.1
1261.01261.01261.01265.81265.91265.91266.01266.01266.01266.31266.61266.41266.41266.41266.31266.21265.81266.31266.61266.81266.81266.71266.71266.9 1268.3
1268.0
1268.21268.61268.51268.41268.61268.81268.91269.41269.21269.01268.91269.0 1268.51267.81266.81266.01263.81262.61261.41260.01258.71260.671260.991259.97DN 12IN1262.04DN 12IN 1256.2
1254.9
1254.1
1270.30 TW1269.95 TW1268.89 TW1268.22 TW1268.23 TW
1268.23 TW
1268.29 TW1270.0
1272.3
1274.41270.81269.15"4"4"5"3"4"4"5"5"9"4"8"1268.3
1270.21268.91268.61268.91269.81269.91270.81270.11271.51271.71271.71272.61272.81269.81271.11271.51272.0 1268.21268.11268.0
1268.1
1267.7
1266.61266.21266.17 TW
1266.20 TW1265.4
1264.31264.01264.05 TW1264.04 TW
1264.05 TW
1264.07 TW1264.1
1263.41263.21263.17 TW1263.18 TW
1263.17 TW
1263.18 TW
1263.26 TM1263.0
1263.1
1263.31264.11264.0
1264.0
1266.11266.21266.11266.01266.01266.11266.11266.21266.51266.91267.21266.61266.21266.21266.21266.31266.31266.81267.51267.91266.91265.41264.91264.05"6"6"6"4"4"8"5" 1262.15 TW1262.01262.4
1262.01261.31262.15 TW
1262.21 TW1261.11262.01262.15 TW
1261.24 TW1260.91261.31260.28 TW1260.11260.51259.27 TW1259.21259.58"4"6"2" 1262.31261.01259.61259.01258.51258.2 1261.25 TW1260.61261.2
1261.11261.28 TW1260.21261.19 TW
1259.41260.26 TW1260.2
1260.21260.28 TW1260.23 TW
1253.410"8"1254.61253.71252.21251.01250.212"8"10"12"8"8"10"1252.0 1252.812"12"12"1253.31254.312"16"1254.01254.414"12"1254.51253.5 1252.5
1251.3
1249.8
1248.01247.9
1262.11262.01262.11262.11262.11262.6
1262.91262.91262.81262.91263.01263.0
1263.71263.81263.91263.91264.11264.0
1260.96 FF

MOW STRIP
8' CLF
5' WDF
5' WDF
5' WDF
3' WDF3' WDF
6' CLF
6' CLF
8' CLF
8' CLF
8' CLF
8' CLF 8' CLF
8' CLF
6' CLF
6' WDF
6' CLF6' CLF 8' CLF
CONC
CONC
(E) BUILDING
(N) GATE
(N) FENCE TO MATCH EXISTING(N) GATE
(E) AC PAVEMENT TO REMAIN
(N) FENCE TO MATCH EXISTING
(N) CURBJOIN EX. GRADE
JOIN EX. GRADE
JOIN EX. GRADE
(N) AC PAVEMENT

RE-GRADE TOPROVIDEACCESSIBILITY PATHTO (E) BUILDING
(N) TRASH BAY

4.0'

3.0'4.0'2.0'0'
0'
JOIN EX. GRADE
JOIN EX. GRADE
(N) AC PAVEMENT

RAISE DROP-OFFFOR TRASH

5.0%3.2%

3.6%
1250
1246
1247
12481249
125112521253
12481249JOIN EX. GRADE
JOIN EX. GRADE
PROPOSED CONTOUREXISTING CONTOURDAYLIGHT LINERETAINING WALLRETAINED HEIGHT PER PLANGRADED OR CONC. SWALEFLOW LINEGRADE BREAKSAWCUT LINEAC PAVEMENTCONC. PAVEMENT LEGEND

XX (FT)
11001100
Plotted - 7/22/2024 3:57:17 PM :: Saved - 7/22/2024 10:07:11 AM :: V:\1SAN272400\ENGR\SHEETS\Conceptual Plans\C300 - Grading.dwg :: lisidro CITY OF SANTA CLARITADATEAPPROVALS(PRINT NAME)REVISIONNO. REVISED BYCITYAPPROVALSCALE:AS SHOWNDATE:1SAN272400JOB NO.CASE NO:SHEET:OF PLANS PREPARED BY:
27220 Turnberry Lane , Suite 190Valencia, CA 91355(661) 219-6000 (661) 775-2718 faxwww.psomas.com 26 NOT FOR CONSTRUCTIONCONCEPTUAL DESIGNPARKS MAINTENANCEYARD07/22/2024IN ACCORDANCE WITH RESOLUTION NO. 19-6, AS A RESOLUTION OF THE CITYCOUNCIL OF THE CITY OF SANTA CLARITA DELEGATING DISCRETIONARY AUTHORITYTO THE DIRECTOR OF PUBLIC WORKS. DIRECTOR OF RECREATION AND COMMUNITYSERVICES, DIRECTOR OF NEIGHBORHOOD SERVICES, CITY ENGINEER, AND ASSISTANTCITY ENGINEERS TO APPROVE PLANS AND DESIGNS FOR THE CONSTRUCTION OF ORIMPROVEMENTS TO PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITYPURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY OF SANTA CLARITA,I DO HEREBY EXERCISE THE DISCRETION DELEGATED TO ME AND APPROVE THE PLANOR DESIGN, OR AMENDMENT OR MODIFICATION TO THE PLAN OR DESIGN, OR ACONSTRUCTION OF, OR AN IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE ORPROPERTY TO WHICH THIS STATEMENT, MY SIGNATURE AND DATE IS AFFIXED.STAFF PARKING LOTCONCEPTUAL GRADINGC-3.209 SCALE:1"=20'0 20406010
EXHIBIT "A-1"
CANOPY - LANDSCAPING EQUIP. STORAGE
10' CONTAINERHAZARDOUSSTORAGE40' CONTAINER
A/C
CONC
GATE
20' CONTAINER10'CONTAINER
DIRT
GATE
GATE
BUSH
DIRT
DIRT
DIRT
DIRT
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL

GRAVELGRAVEL

DIRT SLOPE

UVWV ASPH ASPH
ASPH
ASPH
ASPH
ASPH
ASPH

ASPH ASPH

ASPHASPHASPH
ASPH 1 STORY METAL BLDG

CONCGATE
CONC

CONCMOW STRIPMOW STRIP
DIRT

MULCHPLANTER

PLANTERPLANTERPLANTERDIRT

MULCHMULCH
MULCH
MULCH
GRAVEL
1250.8 FL
1260.79DN 48IN
1255.89DN 24IN IRRIE
1257.35 TG14"10'DL1260.64 TG6"
18"20'DL1258.51260.01260.01260.0 FL1260.1 FL6.0' DR1261.02 FF1260.64 TG1259.94 Inv3' DR 12' ROLLUP3' DR1260.71 TG1258.76 InvW1260.83DN 24IN
1260.04 FL1260.15 FL1260.24 FL1260.30 FL
1260.40 FL
1260.60 FL
1260.59 FL
1262.61261.0
1260.8
1261.3
1262.4
1265.91265.9
1266.2
1265.4
1265.31265.21265.148"
30"
24"36"
20'DL
15'DL
25'DL40'DL
1255.4 FL1256.6 FL1257.2 FL
4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLE4' WD POLEEC S1269.20 Rim1265.05 Inv 8" N1265.13 Inv 8" SE1272.91 TG1271.76 Inv 1269.5 FL1268.2 FL1266.5 FL1264.6 FL1263.1 FL
1261.3 FL1259.8 FL1258.2 FL1256.76 TG6" PLASTIC1256.68 TG12" CMP 1257.61258.51258.16"6"5'DL5'DL
1259.3 FL1259.4 FL
1259.7 FL1259.8 FL1260.0 FL1260.2 FL
1260.4 FL1260.5 FL1260.8 FL
1260.5 FL1260.53 TG1259.73 Inv
E
W1260.23 TG1259.38 Inv
3' DREEEE1260.72DN 24IN
EEW
E
1260.45DN 24INW12' ROLLUP1261.00 FF1260.65 TG1259.85 Inv1260.61 TG1259.66 Inv 24"
28"30"
36"25'DL
27'DL
30'DL
40'DL
EE
W
1250.64DN 36IN1250.14DN 30IN
1250.49EOS
1255.31DN 16IN EOS
14"
24"S1257.28 Rim1253.33 Inv 6" N1253.42 Inv 6" SE1254.81 Inv ~8" ESE20"1260.81260.21261.51262.21262.9 1280.41282.01284.81288.3

WOODSHEDMETALSHED
1260.96 FF

MOW STRIP
8' CLF
8' CLF
8' CLF
5' WDF
3' WDF3' WDF
8' CLF
8' CLF
8' CLF
8' CLF
8' CLF
8' CLF
8' CLF
8' CLF
8' CLF
6' WDF
6' CLF6' CLF 8' CLF
CONC

8.8%

7.3%

9.8%
FF=1280.00
(E) BUILDING
(N) BUILDINGFF = 1280±
(E) GRAVEL ROAD
(E) GRAVEL ROAD

20.00'

20.00'2.0:1
(N) AC PAVED ROAD
(N) FIRE HYDRANT
(N) 6" FIRE LINE
(N) 4" SANITARY SEWER(N) CLEANOUT (TYP.)
CONNECT NEWLINE TO EXISTING6" SEWER
CONNECT NEW 6" FIREWATER TO EXISTINGWATER LINE

VERIFY SIZE, DEPTHAND LOCATION OFEXISTING WATERLINE
CONNECT 2" DOMESTIC LINETO EXISTING WATER LINE

VERIFY SIZE, DEPTHAND LOCATION OFEXISTING WATERLINE
(N) 2" DOM. WATER LINE

WALL SUBDRAINTO CORETHROUGH WALL &CONNECT TO (N)AEA DRAIN

CONFIRM PIPE SIZE &POTENTIALLY UPSIZE
(N) SD TODISCHARGE TO(N) AREA DRAIN (N) GRADED ORCONC. SWALE (N) WALL SUBDRAIN
CONC. WASH BAY DISCHARGE TOBE TREATED VIA OIL-WATERCLARIFIER AND EVENTUALLYDRAINS TO SAN SEWER (E) FIRE HYDRANT
(N) STORM DRAIN(MIN. 8")
SCALE:1"=20'0 20406010

STORM DRAINSANITARY SEWERDOMESTIC WATER LINEFIRE WATER LINEWALL SUBDRAINAREA DRAIN

LEGENDPROPOSEDCO
Plotted - 7/22/2024 3:57:31 PM :: Saved - 7/22/2024 10:07:05 AM :: V:\1SAN272400\ENGR\SHEETS\Conceptual Plans\C400 - Utility.dwg :: lisidro CITY OF SANTA CLARITADATEAPPROVALS(PRINT NAME)REVISIONNO. REVISED BYCITYAPPROVALSCALE:AS SHOWNDATE:1SAN272400JOB NO.CASE NO:SHEET:OF PLANS PREPARED BY:
27220 Turnberry Lane , Suite 190Valencia, CA 91355(661) 219-6000 (661) 775-2718 faxwww.psomas.com 26 NOT FOR CONSTRUCTIONCONCEPTUAL DESIGNPARKS MAINTENANCEYARD07/22/2024IN ACCORDANCE WITH RESOLUTION NO. 19-6, AS A RESOLUTION OF THE CITYCOUNCIL OF THE CITY OF SANTA CLARITA DELEGATING DISCRETIONARY AUTHORITYTO THE DIRECTOR OF PUBLIC WORKS. DIRECTOR OF RECREATION AND COMMUNITYSERVICES, DIRECTOR OF NEIGHBORHOOD SERVICES, CITY ENGINEER, AND ASSISTANTCITY ENGINEERS TO APPROVE PLANS AND DESIGNS FOR THE CONSTRUCTION OF ORIMPROVEMENTS TO PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITYPURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY OF SANTA CLARITA,I DO HEREBY EXERCISE THE DISCRETION DELEGATED TO ME AND APPROVE THE PLANOR DESIGN, OR AMENDMENT OR MODIFICATION TO THE PLAN OR DESIGN, OR ACONSTRUCTION OF, OR AN IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE ORPROPERTY TO WHICH THIS STATEMENT, MY SIGNATURE AND DATE IS AFFIXED.CONCEPTUAL UTILITYC-4.0010 EXHIBIT "A-1"

15.0'

15.0'
2 2
1285
1280
1285
1275
1275

TRAILER W
/
SM

ALL EQUIPM
ENT

FORKLIFT

LINE PAINTER

ROBOTIC
LINE

STRIPER
BOOM
LIFT

LINE PAINTER

LINE PAINTER
POKIE

AERATOR

8.8%

7.3%

8.8%

7.3%
F.F.
0"

CEILING
10' - 0"
2 A-2.00
F.F.
0"

CEILING
10' - 0"
1 A-2.00
1100 SF
CONFERENCE RM.
195 SF
BREAK RM.
175 SF
PRIVATE MTNG. RM.
137 SF
W. RR
133 SF
TYP. OFFICE
268 SF

LOCKERS
88 SF

SHOWER/CHANGING
137 SF
M. RR
1393 SF
SHOP 1294 SF

STORAGE
1032 SF
GYM
289 SF

CUBICLES
215 SF

WORK STATIONS
95 SF
STOR. W/ ELEC. WH
168 SF

RECEPTION
77 SF
UNI. RR
55 SF

VESTIBULE
92 SF
STOR.
1223 SF

CORRIDOR
57 SF
JAN.
1 A-2.00
2 A-2.00
192 SF
ELEC. RM.
96 SF
IDF RM.
1 A-3.00
2 A-3.00
4 A-3.00
3 A-3.00
191' - 10"
36' - 0" 53' - 6" 24' - 4" 78' - 1"
54' - 6"
31' - 6" 11' - 0" 12' - 0"
54' - 6"
26' - 0" 10' - 0" 155' - 10"
25' - 10" 7' - 8" 6' - 0" 14' - 6"
NO. REVISION REVISED BY
(PRINT NAME)
CITY

APPROVALS

APPROVAL
DATE

NOT FOR CONSTRUCTION CONCEPTUAL DESIGN

CITY OF SANTA CLARITA

PARKS MAINTENANCE
YARD
SHEET:

CASE NO:

JOB NO:

DATE:

SCALE: AS SHOWN

X OF XX
IN ACCORDANCE WITH RESOLUTION NO. 19-6, AS A RESOLU TION OF THE CITY COUNCIL OF THE CITY OF SANTA CLARITA DELEGATING DISCRETIONARY AUTHORITY TO THE DIRECTOR OF PUBLIC WORKS.

DIRECTOR OF RECREATION AND COMMUNITY SERVICES, DIRE CTOR OF NEIGHBORHOOD SERVICES, CITY

ENGINEER, AND ASSISTANT CITY ENGINEERS TO APPROVE P LANS AND DESIGNS FOR THE CONSTRUCTION

OF OR IMPROVEMENTS TO PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY PURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY OF SANTA CLARITA, I DO HEREBY EXERCISE THE

DISCRETION DELEGATED TO ME AND APPROVE THE PLAN OR DESIGN, OR AMENDMENT OR MODIFICATION

TO THE PLAN OR DESIGN, OR A CONSTRUCTION OF, OR AN IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE OR PROPERTY TO WHICH THIS STATEMENT, MY S IGNATURE AND DATE IS AFFIXED.

Roesling Nakamura
Terada Architects
285 N Ventura Ave #102
Ventura, CA 93001
P805.626.5330
F805.626.5350
www.RNTarchitects.com
PLANS PREPARED BY:
27220 Turnberry Lane , Suite 190
Valencia, CA 91355
(661) 219-600 (661) 775-2718 fax
www.psomas.com
All ideas, arrangements and plans indicated or represented by this drawing are owned by, and the property of, Roesling Nakamura Terada Architects, Inc. and were created, evolved, and developed for use on and in connection with the project. None of such ideas, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Roesling Nakamura Terada Architects, Inc. Filing of these drawings or applications with any public agency is not a publication of same. No reproduction is therefore permissible without the written consent of RNT.

Floor Plan & Sections
07-09-2024
A-2.00
23995.00
1/16" = 1'-0" 1 SECTION 1
1/16" = 1'-0" 2 SECTION 2 3 PERSPECTIVE
1/8" = 1'-0" 4 FLOOR PLAN
26 12
IDF
Shop Restroom
man door
relocate overhead door
door
man door
man door
skylights typ of (7)
fencing separation w/
gate
reduce overhang
window wall
mechanical eng. to
provide space heating
as well as air quality
intervention to support a
vehicle maintenance
uses
mechanical eng. to
provide heating and
cooling at gym space
shop sink
F.F.
0"

CEILING
10' - 0"
2 A-2.00
F.F.
0"

CEILING
10' - 0"
1 A-2.00
F.F.
0"

CEILING
10' - 0"
2 A-2.00
F.F.
0"

CEILING
10' - 0"
1 A-2.00
NO. REVISION REVISED BY
(PRINT NAME)
CITY

APPROVALS

APPROVAL
DATE

NOT FOR CONSTRUCTION CONCEPTUAL DESIGN

CITY OF SANTA CLARITA

PARKS MAINTENANCE
YARD
SHEET:

CASE NO:

JOB NO:

DATE:

SCALE: AS SHOWN

X OF XX
IN ACCORDANCE WITH RESOLUTION NO. 19-6, AS A RESOLU TION OF THE CITY COUNCIL OF THE CITY OF SANTA CLARITA DELEGATING DISCRETIONARY AUTHORITY TO THE DIRECTOR OF PUBLIC WORKS.

DIRECTOR OF RECREATION AND COMMUNITY SERVICES, DIRE CTOR OF NEIGHBORHOOD SERVICES, CITY

ENGINEER, AND ASSISTANT CITY ENGINEERS TO APPROVE P LANS AND DESIGNS FOR THE CONSTRUCTION

OF OR IMPROVEMENTS TO PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY PURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY OF SANTA CLARITA, I DO HEREBY EXERCISE THE

DISCRETION DELEGATED TO ME AND APPROVE THE PLAN OR DESIGN, OR AMENDMENT OR MODIFICATION

TO THE PLAN OR DESIGN, OR A CONSTRUCTION OF, OR AN IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE OR PROPERTY TO WHICH THIS STATEMENT, MY S IGNATURE AND DATE IS AFFIXED.

Elevations & Precedents
07-09-2024
A-3.00
23995.00
1/8" = 1'-0" 1 North Elevation
1/8" = 1'-0" 2 West Elevation
1/8" = 1'-0" 3 South Elevation
1/8" = 1'-0" 4 East Elevation

PRECEDENT IMAGES
26 13
reduce overhang
reduce overhang

191'-10 1/4"
54'-5 5/8"
27220 Turnberry Lane , Suite 190
Valencia, CA 91355
(661) 219-6000 (661) 775-2718 fax
www.psomas.com
444 S FLOWER STREET, SUITE 3800
LOS ANGELES, CA 90071
323 536 2363
IN ACCORDANCE WITH RESOLUTION NO. 19-6, AS A RESOLUTION OF THE CITY COUNCIL OF THE

CITY OF SANTA CLARITA DELEGATING DISCRETIONARY AUTHORITY TO THE DIRECTOR OF PUBLIC WORKS. DIRECTOR OF RECREATION AND COMMUNITY SERVICES, DIRECTOR OF

NEIGHBORHOOD SERVICES, CITY ENGINEER, AND ASSISTANT CITY ENGINEERS TO APPROVE

PLANS AND DESIGNS FOR THE CONSTRUCTION OF OR IMPROVEMENTS TO PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY PURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR

THE CITY OF SANTA CLARITA, I DO HEREBY EXERCISE THE DISCRETION DELEGATED TO ME

AND APPROVE THE PLAN OR DESIGN, OR AMENDMENT OR MODIFICATION TO THE PLAN OR

DESIGN, OR A CONSTRUCTION OF, OR AN IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE OR PROPERTY TO WHICH THIS STATEMENT, MY SIGNATURE AND DATE IS AFFIXED.

NOT FOR CONSTRUCTION CONCEPTUAL DESIGN

CITY OF SANTA CLARITA

PARKS MAINTENANCE
YARD
DATE APPROVALS (PRINT NAME) REVISION NO. REVISED BY CITY APPROVAL SCALE: AS SHOWN DATE:
1SAN272400
JOB
NO.

CASE
NO:

SHEET:

OF
PLANS PREPARED BY:
----
7/8/2024 11:25:41 AM c:\revit\2023-0229_Central Park Yard Santa Clarita_Central_R22_rbpbuehler.rvt MAINTENANCE YARD S-1.1
- 1/8" = 1' -0" MAINTENANCE YARD

FOUNDATION PLAN
S-1.1

NEW BUILDING

FOUNDATION PLAN
Roesling Nakamura
Terada Architects
285 N Ventura Ave #102
Ventura, CA 93001
P805.626.5330
F805.626.5350
www.RNTarchitects.com

PLANS PREPARED BY:
27220 Turnberry Lane , Suite 190
Valencia, CA 91355
(661) 219-600 (661) 775-2718 fax
www.psomas.com

HSS COLUMN

CONTINUOUS

FOUNDATION WITH

INTEGRAL CURB AT

PERIMETER - TYP

ISOLATED SPREAD

FOUNDATIONS - TYP

CONCRETE SLAB ON
GRADE 7'' THICK AT

SHOP, STORAGE AND
GYM

CONCRETE SLAB
ON GRADE 4''

THICK - TYP

CONCRETE SLAB
ON GRADE 4' THICK
- TYP.

HSS COLUMN

WOOD SHEATHED

SHEARWALLS ON

PERIMETER - TYP

INCLUDE DEEPER

FOUNDATIONS AT THIS

END TO ACCOUNT FOR

NECESSARY EMBEDMENT

AT GRADE SLOPES
S
S
S
S
S
S
S
S
S
S
S
S
26 14
EXHIBIT "A-1"
27220 Turnberry Lane , Suite 190
Valencia, CA 91355
(661) 219-6000 (661) 775-2718 fax
www.psomas.com
444 S FLOWER STREET, SUITE 3800
LOS ANGELES, CA 90071
323 536 2363
IN ACCORDANCE WITH RESOLUTION NO. 19-6, AS A RESOLUTION OF THE CITY COUNCIL OF THE

CITY OF SANTA CLARITA DELEGATING DISCRETIONARY AUTHORITY TO THE DIRECTOR OF PUBLIC WORKS. DIRECTOR OF RECREATION AND COMMUNITY SERVICES, DIRECTOR OF

NEIGHBORHOOD SERVICES, CITY ENGINEER, AND ASSISTANT CITY ENGINEERS TO APPROVE

PLANS AND DESIGNS FOR THE CONSTRUCTION OF OR IMPROVEMENTS TO PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY PURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR

THE CITY OF SANTA CLARITA, I DO HEREBY EXERCISE THE DISCRETION DELEGATED TO ME

AND APPROVE THE PLAN OR DESIGN, OR AMENDMENT OR MODIFICATION TO THE PLAN OR

DESIGN, OR A CONSTRUCTION OF, OR AN IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE OR PROPERTY TO WHICH THIS STATEMENT, MY SIGNATURE AND DATE IS AFFIXED.

NOT FOR CONSTRUCTION CONCEPTUAL DESIGN

CITY OF SANTA CLARITA

PARKS MAINTENANCE
YARD
DATE APPROVALS (PRINT NAME) REVISION NO. REVISED BY CITY APPROVAL SCALE: AS SHOWN DATE:
1SAN272400
JOB
NO.

CASE
NO:

SHEET:

OF
PLANS PREPARED BY:
----
7/8/2024 11:25:41 AM c:\revit\2023-0229_Central Park Yard Santa Clarita_Central_R22_rbpbuehler.rvt MAINTENANCE YARD S-1.1
1/8" = 1' -0"
S-1.1

NEW BUILDING

FOUNDATION PLAN
Roesling Nakamura
Terada Architects
285 N Ventura Ave #102
Ventura, CA 93001
P805.626.5330
F805.626.5350
www.RNTarchitects.com

PLANS PREPARED BY:
27220 Turnberry Lane , Suite 190
Valencia, CA 91355
(661) 219-600 (661) 775-2718 fax
www.psomas.com

16" DEEP I-JOISTS

ROOF FRAMING PLAN
S-1.2

NEW BUILDING

ROOF FRAMING PLAN
Roesling Nakamura
Terada Architects
285 N Ventura Ave #102
Ventura, CA 93001
P805.626.5330
F805.626.5350
www.RNTarchitects.com

PLANS PREPARED BY:
27220 Turnberry Lane , Suite 190
Valencia, CA 91355
(661) 219-600 (661) 775-2718 fax
www.psomas.com

W16 BEAM
W16 BEAM
W16 BEAM
W16 BEAM
W16 BEAM
W16 BEAM
W16 BEAM
W16 BEAM
W16 BEAM
W16 BEAM
W18 BEAM
W16 BEAM
W16 BEAM
HDR
HDR
HDR
HDR

PLYWOOD

SHEATHING
- TYP

HSS DOOR
HEADER

HSS DOOR
HEADER
16" DEEP I-JOISTS
16" DEEP I-JOISTS
16" DEEP I-JOISTS
16" DEEP I-JOISTS
LOW
16" DEEP I-JOISTS
16" DEEP I-JOISTS
16" DEEP I-JOISTS
W16 BEAM
W16 BEAM
HDR
HDR
HDR
HDR
2x EAVE JOISTS

SISTERED TO

I-JOISTS - TYP

PROVIDE DOUBLE

JOISTS AT PERIMETER

OF EQUIPMENT CURBS
- TYP
2x FASCIA - TYP
26 15
EXHIBIT "A-1"
T
T
T
T
T
M
M
M

CONFERENCE
RM.
112 BREAK RM.
113
PRIVATE MTNG.

RM.
114
W. RR
115
TYP. OFFICE
117

LOCKERS
118

SHOWER/CHANGING
119
UNI. RR
120
M. RR
121
SHOP
122

STORAGE
123
GYM
124

CUBICLES
125
WORK

STATIONS
126
STOR. W/ ELEC.

WH
127

RECEPTION
128

VESTIBULE
129
STOR.
130

CORRIDOR
131
JAN.
132
ELEC. RM.
133
IDF RM.
134
SEE SHEET M-2.02SEE SHEET M-2.02
AC
1 AC
2 DUCT LEGEND

SUPPLY AIR

RETURN AIR

EXHAUST AIR

OUTSIDE AIR
NO. REVISION REVISED BY
(PRINT NAME)
CITY

APPROVALS

APPROVAL
DATE

NOT FOR CONSTRUCTION CONCEPTUAL DESIGN

CITY OF SANTA CLARITA

PARKS MAINTENANCE
YARD
SHEET:

CASE NO:

JOB NO:

DATE:

SCALE: AS SHOWN
18 OF 26
IN ACCORDANCE WITH RESOLUTION NO. 19-6, AS A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA CLARITA DELEGATING DISCRETIONARY AUTHORITY TO THE DIRECTOR OF PUBLIC WORKS.

DIRECTOR OF RECREATION AND COMMUNITY SERVICES, DIRECTOR OF NEIGHBORHOOD SERVICES, CITY

ENGINEER, AND ASSISTANT CITY ENGINEERS TO APPROVE P LANS AND DESIGNS FOR THE CONSTRUCTION

OF OR IMPROVEMENTS TO PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY PURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY OF SANTA CLARITA, I DO HEREBY EXERCISE THE

DISCRETION DELEGATED TO ME AND APPROVE THE PLAN OR DESIGN, OR AMENDMENT OR MODIFICATION

TO THE PLAN OR DESIGN, OR A CONSTRUCTION OF, OR AN IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE OR PROPERTY TO WHICH THIS STATEMENT, MY S IGNATURE AND DATE IS AFFIXED.

P2S No. J23-0662

MECHANICAL FLOOR PLAN
07/19/2024
M-2.01
XXXX
N
0 8
SCALE: 1/8" = 1'-0"
EXHIBIT "A-1"
SEE SHEET M-2.01SEE SHEET M-2.01
EF
1 CU
1 CU
2 RTU
1 RTU
2 RTU
3 RTU
4 DUCT LEGEND

SUPPLY AIR

RETURN AIR

EXHAUST AIR

OUTSIDE AIR
NO. REVISION REVISED BY
(PRINT NAME)
CITY

APPROVALS

APPROVAL
DATE

NOT FOR CONSTRUCTION CONCEPTUAL DESIGN

CITY OF SANTA CLARITA

PARKS MAINTENANCE
YARD
SHEET:

CASE NO:

JOB NO:

DATE:

SCALE: AS SHOWN
19 OF 26
IN ACCORDANCE WITH RESOLUTION NO. 19-6, AS A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA CLARITA DELEGATING DISCRETIONARY AUTHORITY TO THE DIRECTOR OF PUBLIC WORKS.

DIRECTOR OF RECREATION AND COMMUNITY SERVICES, DIRECTOR OF NEIGHBORHOOD SERVICES, CITY

ENGINEER, AND ASSISTANT CITY ENGINEERS TO APPROVE P LANS AND DESIGNS FOR THE CONSTRUCTION

OF OR IMPROVEMENTS TO PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY PURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY OF SANTA CLARITA, I DO HEREBY EXERCISE THE

DISCRETION DELEGATED TO ME AND APPROVE THE PLAN OR DESIGN, OR AMENDMENT OR MODIFICATION

TO THE PLAN OR DESIGN, OR A CONSTRUCTION OF, OR AN IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE OR PROPERTY TO WHICH THIS STATEMENT, MY S IGNATURE AND DATE IS AFFIXED.

P2S No. J23-0662

MECHANICAL ROOF PLAN
07/19/2024
M-2.02
XXXX
N
0 8
SCALE: 1/8" = 1'-0"
EXHIBIT "A-1"

CONFERENCE
RM.
112
BREAK RM.
113
PRIVATE MTNG.

RM.
114
W. RR
115
TYP. OFFICE
117

LOCKERS
118

SHOWER/CHANGING
119
UNI. RR
120
M. RR
121
SHOP
122

STORAGE
123
GYM
124

CUBICLES
125
WORK

STATIONS
126
STOR. W/ ELEC.

WH
127

RECEPTION
128

VESTIBULE
129
STOR.
130

CORRIDOR
131
JAN.
132
ELEC. RM.
133
IDF RM.
134
SEE SHEET M-2.02SEE SHEET M-2.02
FCU
1 FCU
2 FCU
3 FCU
4 FCU
5 AC
1 AC
2 FCU
6 FCU
7 FCU
8 FCU
9 SF
1 DUCT LEGEND

SUPPLY AIR

RETURN AIR

EXHAUST AIR

OUTSIDE AIR
NO. REVISION REVISED BY
(PRINT NAME)
CITY

APPROVALS

APPROVAL
DATE

NOT FOR CONSTRUCTION CONCEPTUAL DESIGN

CITY OF SANTA CLARITA

PARKS MAINTENANCE
YARD
SHEET:

CASE NO:

JOB NO:

DATE:

SCALE: AS SHOWN
20 OF 26
IN ACCORDANCE WITH RESOLUTION NO. 19-6, AS A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA CLARITA DELEGATING DISCRETIONARY AUTHORITY TO THE DIRECTOR OF PUBLIC WORKS.

DIRECTOR OF RECREATION AND COMMUNITY SERVICES, DIRECTOR OF NEIGHBORHOOD SERVICES, CITY

ENGINEER, AND ASSISTANT CITY ENGINEERS TO APPROVE P LANS AND DESIGNS FOR THE CONSTRUCTION

OF OR IMPROVEMENTS TO PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY PURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY OF SANTA CLARITA, I DO HEREBY EXERCISE THE

DISCRETION DELEGATED TO ME AND APPROVE THE PLAN OR DESIGN, OR AMENDMENT OR MODIFICATION

TO THE PLAN OR DESIGN, OR A CONSTRUCTION OF, OR AN IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE OR PROPERTY TO WHICH THIS STATEMENT, MY S IGNATURE AND DATE IS AFFIXED.

P2S No. J23-0662

MECHANICAL FLOOR PLAN - VRF
07/19/2024
M-2.03
XXXX
N
0 8
SCALE: 1/8" = 1'-0"
EXHIBIT "A-1"
SEE SHEET M-2.01
CU
3 CU
1 CU
2EF
1 DUCT LEGEND

SUPPLY AIR

RETURN AIR

EXHAUST AIR

OUTSIDE AIR
NO. REVISION REVISED BY
(PRINT NAME)
CITY

APPROVALS

APPROVAL
DATE

NOT FOR CONSTRUCTION CONCEPTUAL DESIGN

CITY OF SANTA CLARITA

PARKS MAINTENANCE
YARD
SHEET:

CASE NO:

JOB NO:

DATE:

SCALE: AS SHOWN
21 OF 26
IN ACCORDANCE WITH RESOLUTION NO. 19-6, AS A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA CLARITA DELEGATING DISCRETIONARY AUTHORITY TO THE DIRECTOR OF PUBLIC WORKS.

DIRECTOR OF RECREATION AND COMMUNITY SERVICES, DIRECTOR OF NEIGHBORHOOD SERVICES, CITY

ENGINEER, AND ASSISTANT CITY ENGINEERS TO APPROVE P LANS AND DESIGNS FOR THE CONSTRUCTION

OF OR IMPROVEMENTS TO PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY PURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY OF SANTA CLARITA, I DO HEREBY EXERCISE THE

DISCRETION DELEGATED TO ME AND APPROVE THE PLAN OR DESIGN, OR AMENDMENT OR MODIFICATION

TO THE PLAN OR DESIGN, OR A CONSTRUCTION OF, OR AN IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE OR PROPERTY TO WHICH THIS STATEMENT, MY S IGNATURE AND DATE IS AFFIXED.

P2S No. J23-0662

MECHANICAL ROOF PLAN - VRF
07/19/2024
M-2.04
XXXX
N
0 8
SCALE: 1/8" = 1'-0"
EXHIBIT "A-1"

CONFERENCE
RM.
112
BREAK RM.
113
PRIVATE MTNG.

RM.
114
W. RR
115
TYP. OFFICE
117

LOCKERS
118

SHOWER/CHANGING
119
UNI. RR
120
M. RR
121
SHOP
122

STORAGE
123
GYM
124

CUBICLES
125
WORK

STATIONS
126
STOR. W/ ELEC.

WH
127

RECEPTION
128

VESTIBULE
129
STOR.
130

CORRIDOR
131
JAN.
132
ELEC. RM.
133
IDF RM.
134
'4MSB'
'XFMR - T1'
'2DB'
'2R1''2R2''2EV'
'LCP'
'2M1'
'2M2'
'4L1'
'INV-1'
'AMP'
'FATC'
'FACP'
'FAPS'
'PV-DS'
1 6" CONCRETE PAD
NO. REVISION REVISED BY
(PRINT NAME)
CITY

APPROVALS

APPROVAL
DATE

NOT FOR CONSTRUCTION CONCEPTUAL DESIGN

CITY OF SANTA CLARITA

PARKS MAINTENANCE
YARD
SHEET:

CASE NO:

JOB NO:

DATE:

SCALE: AS SHOWN
23 OF 26
IN ACCORDANCE WITH RESOLUTION NO. 19-6, AS A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA CLARITA DELEGATING DISCRETIONARY AUTHORITY TO THE DIRECTOR OF PUBLIC WORKS.

DIRECTOR OF RECREATION AND COMMUNITY SERVICES, DIRECTOR OF NEIGHBORHOOD SERVICES, CITY

ENGINEER, AND ASSISTANT CITY ENGINEERS TO APPROVE PLANS AND DESIGNS FOR THE CONSTRUCTION

OF OR IMPROVEMENTS TO PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY PURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY OF SANTA CLARITA, I DO HEREBY EXERCISE THE

DISCRETION DELEGATED TO ME AND APPROVE THE PLAN OR DESIGN, OR AMENDMENT OR MODIFICATION

TO THE PLAN OR DESIGN, OR A CONSTRUCTION OF, OR AN IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE OR PROPERTY TO WHICH THIS STATEMENT, MY SIGNATURE AND DATE IS AFFIXED.

P2S No. J23-0662

POWER FLOOR PLAN
07/19/2024
E-2.01
XXXX
N
0 8
SCALE: 1/8" = 1'-0"
NOTES
1 CONTRACTOR SHALL ROUTE FEEDERS UNDERGROUND
AND CONNECT TO THE EXISTING 1200A, 480Y/277V, 3PH, 4W

MAIN SWITCHBOARD LOCATED INSIDE THE RESTROOM
BUILDING. ACCOUNT FOR APPROX.1500 FEET CONDUIT
RUN LENGTH. ALLOW FOR PULLBOXES EVERY 400 FEET OF
RUN LENGTH MINIMUM BASED ON FIELD CONDITIONS.

CONDUIT AND CONDUCTORS MUST BE SIZED FOR
VOLTAGE DROP. ACCOUNT FOR (2)-5" UNDERGROUND
CONDUIT DUCTBANK. EXACT SIZES TO BE DETERMINED
DURING THE DESIGN-PHASE. REFER TO ELECTRICAL BASIS
OF DESIGN FOR ADDITIONAL INFORMATION.

GENERAL NOTES
REFER TO SHEET E-0.01 FOR ELECTRICAL DISTRIBUTION
AND FIRE ALARM ABBREVIATIONS AND LEGEND.

1. EXHIBIT "A-1"

15.0'
5 2
8 4
2 2
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL

DIRT DIRT DIRT
DIRT
DIRT
DIRT

DIRT SLOPE

DIRT SLOP
E

DIRT SLOPE
ASPH
ASPH
CONC
CONC
CONC
CONC

TRENCHER TURF VAC

AEVATOR
1093
110110941072
1092
1103
TRUCK 125
1081
1096
1103
1095
1010
1000
1070
10561071
10831043
1024
HT

TRAILER
ST

TRAILERST

TRAILER

TRACTOR

FLAILFLAIL
FLAIL
FLAIL

TOPDRESSER
(LARGE)

BALLDIAMONDMACHINE

SANDSIFTER

ROTOTILLER

PRESSURE W
ASHER
POKIE

AERATOR
POKIE

AERATOR
LELY

SPREADER
LELY

SPREADERBACKHOE

TOPDRESSER(SMALL)

TRACTOR
1 2
3 3 3
(I.E. -3'-0") (I.E. -4'-6")
(I.E. -3'-0")(I.E. -3'-0")(I.E. -3'-0")
4" SD 4" SD 4" SD
2" CW 4" W
2 (I.E. -4'-6")
NO. REVISION REVISED BY
(PRINT NAME)
CITY

APPROVALS

APPROVAL
DATE

NOT FOR CONSTRUCTION CONCEPTUAL DESIGN

CITY OF SANTA CLARITA

PARKS MAINTENANCE
YARD
SHEET:

CASE NO:

JOB NO:

DATE:

SCALE: AS SHOWN
25 OF 26
IN ACCORDANCE WITH RESOLUTION NO. 19-6, AS A RESOLU TION OF THE CITY COUNCIL OF THE CITY OF SANTA CLARITA DELEGATING DISCRETIONARY AUTHORITY TO THE DIRECTOR OF PUBLIC WORKS.

DIRECTOR OF RECREATION AND COMMUNITY SERVICES, DIRE CTOR OF NEIGHBORHOOD SERVICES, CITY

ENGINEER, AND ASSISTANT CITY ENGINEERS TO APPROVE P LANS AND DESIGNS FOR THE CONSTRUCTION

OF OR IMPROVEMENTS TO PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY PURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY OF SANTA CLARITA, I DO HEREBY EXERCISE THE

DISCRETION DELEGATED TO ME AND APPROVE THE PLAN OR DESIGN, OR AMENDMENT OR MODIFICATION

TO THE PLAN OR DESIGN, OR A CONSTRUCTION OF, OR AN IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE OR PROPERTY TO WHICH THIS STATEMENT, MY S IGNATURE AND DATE IS AFFIXED.

P2S No. J23-0662

PLUMBING SITE PLAN
06/28/2024
P-1.01
XXXX
NOTES
1 POINT OF CONNECTION OF 2" COLD WATER TO CIVIL
UTILITY. REFER TO CIVIL DRAWINGS FOR CONTINUATION.

POINT OF CONNECTION OF 4" SEWER TO CIVIL UTILITY.

REFER TO CIVIL DRAWINGS FOR CONTINUATION.

POINT OF CONNECTION OF 4" STORM DRAIN TO CIVIL
UTILITY. REFER TO CIVIL DRAWINGS FOR CONTINUATION.
2 3
N
0 20
SCALE: 1" = 20'
EXHIBIT "A-1"

CONFERENCE
RM.
112
BREAK RM.
113
PRIVATE MTNG.

RM.
114
W. RR
115
TYP. OFFICE
117

LOCKERS
118

SHOWER/CHANGING
119
UNI. RR
120
M. RR
121
SHOP
122

STORAGE
123
GYM
124

CUBICLES
125
WORK

STATIONS
126
STOR. W/ ELEC.

WH
127

RECEPTION
128

VESTIBULE
129
STOR.
130

CORRIDOR
131
JAN.
132
2" CW 4" W
2" CW
4" W
2" CW
4" W
FCO

COTGSOV IN

YARD BOX
4" SD4" SD4" SD
333
21 SAND OIL

INTERCEPTOR

ELECTRIC
WATER
HEATER
4" W
COTG
2 VERTICAL AIR

COMPRESSOR
1 1/4" CA
1 1/4" CA
1 1/4" CA
4" W
2" CW
NO. REVISION REVISED BY
(PRINT NAME)
CITY

APPROVALS

APPROVAL
DATE

NOT FOR CONSTRUCTION CONCEPTUAL DESIGN

CITY OF SANTA CLARITA

PARKS MAINTENANCE
YARD
SHEET:

CASE NO:

JOB NO:

DATE:

SCALE: AS SHOWN
26 OF 26
IN ACCORDANCE WITH RESOLUTION NO. 19-6, AS A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA CLARITA DELEGATING DISCRETIONARY AUTHORITY TO THE DIRECTOR OF PUBLIC WORKS.

DIRECTOR OF RECREATION AND COMMUNITY SERVICES, DIRECTOR OF NEIGHBORHOOD SERVICES, CITY

ENGINEER, AND ASSISTANT CITY ENGINEERS TO APPROVE PLANS AND DESIGNS FOR THE CONSTRUCTION

OF OR IMPROVEMENTS TO PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY PURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY OF SANTA CLARITA, I DO HEREBY EXERCISE THE

DISCRETION DELEGATED TO ME AND APPROVE THE PLAN OR DESIGN, OR AMENDMENT OR MODIFICATION

TO THE PLAN OR DESIGN, OR A CONSTRUCTION OF, OR AN IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE OR PROPERTY TO WHICH THIS STATEMENT, MY SIGNATURE AND DATE IS AFFIXED.

P2S No. J23-0662

PLUMBING FLOOR PLAN
07/19/2024
P-2.01
XXXX
NOTES
1 POINT OF CONNECTION OF 2" COLD WATER TO CIVIL
UTILITY. REFER TO CIVIL DRAWINGS FOR CONTINUATION.

POINT OF CONNECTION OF 4" SEWER TO CIVIL UTILITY.

REFER TO CIVIL DRAWINGS FOR CONTINUATION.

POINT OF CONNECTION OF 4" STORM DRAIN TO CIVIL
UTILITY. REFER TO CIVIL DRAWINGS FOR CONTINUATION.
2 3
N
0 8
SCALE: 1/8" = 1'-0"
EXHIBIT "A-1"

www.rntarchitects.com 285 North Ventura Ave #102, Ventura, CA 93001 | T. 805.626.5330 | F. 805.626.5350

August 14, 2024 -Revised 01-08-2025

Jeremy Johnson
St. Project Manager / Vice President
PSOMAS
27220 Turnberry Lane, Suite 190
Santa Clarita, CA 91355

Re: Santa Clarita Maintenance Yard Building Schemic Design through Contract Administration

Dear Jeremy:

Thank you for the opportunity to submit this proposal to continue our working relationship with you and Psomas, while providing architectural services to the City of Santa Clarita. We truly appreciate being part of the team.

From our initial conversation with yourself and the City, along with the conceptual design package dated 07-09-2024, we understand the project goals to include construction of a new =/- 9,500 square foot parks maintenance building. Specific project goals may include:

Proposed New Building
• Administrative Office and Meeting spaces
• Shop / Material Storage Space
• Lockers
• Gym space
• Conference/Training Room
Improvements to the Existing Building
• Is excluded from this scope of work

Lastly, we understand the City has requested that the PSOMAS team that includes RNT, provide the City with a full service architectural and engineering proposal and fee. RNT assumes this to include:
• Schematic Design
• Design Development
• Construction Documents
• Adjacency having Jurisdiction review and approvals
• Bidding
• Contract Administration

RNT assumes the following consultants will be contracted by PSOMAS and RNT will assist PSOMAS in the coordination of the these consultants:
• Civil Engineer
• Landscape Architect
• Structural Engineer
• Mechanical, Plumbing Engineer
• Electrical Engineer
• Fire Protection Engineer
• Cost Consultant

Ralph Roesling
Kotaro Nakamura
Mun Ying Kung
Chikako Terada
Joe Mansfield
Rommel Olaes
Raúl Díaz
Tyson Cline
Rick España
Gemma Hsiueh
Chris Bradbury

EXHIBIT 'B'

City Of Santa Clarita 2
Parks Maintenance Yard Building

The following list of task items are recommended to complete this effort:

1.0 SCHEMATIC DESIGN- (Task 4 Preliminary Design /30%)

1.1 Charrette Work Plan Development
RNT suggests a one-day design Charrette effort to develop a preferred concept plan. We suggest this design exercise be conducted at the site with City of Santa Clarita selected stakeholders. RNT will develop a one-day agenda that utilizes touch points with these stakeholders.

1.2 Design Charrette -Concept Development
RNT will coordinate with PSOMAS and the full design team to attend this effort at specific times to discuss their specific disciplines. A typical approach to this type of process is to utilize a series of information loops, whereby the design team could meet with the City in the a.m. to set goals and then spend a substantial portion of the day working though design options. Possibly meeting in the late afternoon again with the City and stakeholders for a check-in. The intended outcome of the one- day event would be to select a preferred concept direction with associated rough order of cost impacts. RNT along with PSOMAS will collate the work product for this event into a post-charrette document.

1.3 City Review of Preferred Concept
RNT assumes a review and approval by the City and/or City decision makers will be required.

Assumed Meeting(s): 2

1.4 Schematic Design Package
Based on the preferred concept reviewed and approved by the City from the Design Charrette and the Pre-schematic performed prior, RNT will revise the design to a Schematic Design (SD) Level. This will include a set of drawings and diagrams that illustrate the overall design approach for the project. This typically includes a site plan, floor plans, elevations, and building sections, as well as details of any important features or materials. RNT will also provide (4) four initial 3D views to evaluate the building design. (2) Two of the interior and (2) of the exterior. The goal of this phase is to develop a clear and detailed understanding of the project and to identify any potential challenges or issues that may need to be addressed further in the design process.

1.5 Schematic Design Opinion of Probable Cost
RNT will work with PSOMAS’s cost consultant to provide a Schematic Design Level opinion of probable cost.

1.6 Check in with Santa Clarita Planning/Building and Safety and LA County Fire We suggest an initial check-in with the various agencies having jurisdiction over this project at this point in the process. City Planning, Building and Safety along with LA County Fire appear to be the primary agencies.

Assumed Meeting(s): 3

City Of Santa Clarita 3
Parks Maintenance Yard Building

1.7 City Presentation and Review (Schematic Design)
RNT will submit the SD package to PSOMAS for City review. RNT will also provide a presentation meeting to discuss the current state of the project and allow for City input.

Assumed Meeting(s): 1
Schematic Design Deliverables:
• Charrette Work Plan
• Post-Charrette Document
• Post Charrette City Presentation
• Schematic Design Package
• Schematic Design Cost Opinion
• Schematic Design City Presentation

2.0 DESIGN DEVELOPMENT - (Task 5 Construction Documents, 60% PSE)

2.1 Design Development Package
Based on the City’s review and approval of the Schematic Design package listed above, RNT will continue the design effort into the Design Development (DD) phase.

During this phase, RNT and the A&E team will create detailed design drawings and outline specifications, which will be used to guide the construction of the project.

This will include updated site plan, floor plans, building and interior elevations, building sections, and additional detailed drawings, as well as specifying materials, finishes, and building systems. RNT will also update the (4) 3D renderings listed in 1.4 above to reflect the current state of the design. Overall, the goal of the design development phase is to produce a comprehensive and detailed design that can be used to move forward into the construction documentation phase.

2.2 Design Development Opinion of Probable Cost
RNT will work with PSOMAS’s cost consultant to provide a Design Development Level opinion of probable cost.

2.3 Check in with Santa Clarita Planning/Building and Safety and LA County Fire We suggest a second check-in with the various agencies having jurisdiction over this project at this point in the process. City Planning, Building and Safety along with LA County Fire.

Assumed Meeting(s): 3

2.4 City Presentation and Review (Design Development)
RNT will submit the 50% and 95% DD packages to the City for review. RNT will also provide a presentation meeting to discuss the current state of the project at 50% and 95% DD to allow for City review and input.

Assumed Meeting(s): 2

Design Development Deliverables:
• 60% Design Development Package

City Of Santa Clarita 4
Parks Maintenance Yard Building

3.0 CONSTRUCTION DOCUMENTS- (Task 5 Construction Documents,90%,100%,Final PSE)

3.1 Construction Documents Package
Based on the City’s review and approval of the 95% Design Development package listed above, RNT will produce the Construction Document (CD) drawings and specifications required for bid, approvals through the City, and construction. RNT will utilize the current BIM drawing method to produce a drawing set that follows industry standards. We suggest a page-turn meeting to review the drawing set with the City at 90% 100% and Final CD’s.

3.2 Construction Document Level Opinion of Probable Cost RNT will work with PSOMAS’s cost consultant to provide a Construction Document opinion of probable cost.

3.3 City Presentation and Review (Construction Documents) RNT will submit 50% and 95% CD packages to the City for review. RNT will also provide two page-turn meetings to review the 50% and 95% CD set to allow for City review and input.

Assumed Meeting(s): 2

Construction Documents Deliverables:
• 90% Construction Document Package
• 100% Construction Document Package
• Final Construction Document Package

4.0 CITY BUILDING AND SAFTEY AND FIRE DEPARTMENT SUBMITTAL

4.1 City and Fire Department Submittal, Review and Approval Process RNT will coordinate the review and approval of the project from the City Building Officials and local LA County Fire Department.

City and Fire Department Deliverables:
• Assist the City and PSOMAS team with City Forms
• Drawing and Specification set
• Review set for LA County Fire Department

5.0 BIDDING

5.1 Bidding Process
Assist the PSOMAS team and the City with the bid processes. RNT will assist in responses to bid RFIs and assist in bid addendums that may be required.

City Of Santa Clarita 5
Parks Maintenance Yard Building

6.0 CONTRACT ADMINISTRATION

6.1 Contract Administration
RNT will assist the PSOMAS team and provide the City with assistance during construction. This may include reviewing and responding to requests for information (RFIs) from the contractor, attending site visits to monitor the progress of the work, and reviewing shop drawings and other submittals from the construction team. RNT will also assist in the review of pay requests. RNT will work with the City to perform a punch list and project close out effort.

Assumptions / Services Provided by the City or PSOMAS
The following services are assumed to be not provided by RNT. • Local City, DSA and County, Utility Company reviews, permits, and agency fees
• Topographic and utility surveys
• Off-site utility or other public improvements
• Sewer and water capacity studies
• Hazardous material abatement /surveys
• Environmental and CEQA study or process
• Traffic and right-of-way improvements
• Surveys and geotechnical exploration
• Assumes there are no Historic aspects of the existing building foundations or water tank on the site to be preserved
• Excludes re-design efforts for purposes of “Value Engineering” at the request of the City or Contractor

Assumed Exclusions
RNT assumes the following items are excluded from this scope of work:
• Major program scope changes during the project
• Revision of documents at City direction when such revisions are inconsistent with previous approvals or direction, including adjustments made necessary by adjustments in City’s budget or program, or by major unforeseen field conditions.
• Revision of documents when required by the enactment or revision of codes, laws, or regulations during or after the preparation of the design documents; or due to changes required as a result of the City’s failure to render decisions in a timely manner.
• Any improvements to the existing building
• Utilities outside of 5’ from building edge
• Off-site Improvements
• Storm water treatment design
• SWPPP
• Furniture Selection and procurement
• Commissioning management

Potential Additional Services
RNT will provide notification if additional services are requested or required, prior to commencing these additional services.
• Additional meetings
• Additional areas of analysis
• Major program changes
• Changes of design direction
• Additional Scope triggered by City / Access review

City Of Santa Clarita 6
Parks Maintenance Yard Building
Architectural Services

We offer the PSOMAS and the City the following fixed fee breakdown:

1.0 SCHEMATIC DESIGN $56,400

2.0 DESIGN DEVELOPMENT $39,200

3.0 CONSTRUCTION DOCUMENTS $134,500

4.0 CITY AND FIRE DEPARTMENT SUBMITTAL $11,700

5.0 BIDDING $5,800

6.0 CONTRACT ADMINISTRATION $83,900
TOTAL RNT FEE $331,500

Reimbursable expenses are billed in addition to the fee and include a 10% markup and are not anticipated to exceed $2000

Please review and feel free to call me if you have any questions or comments.

Thank you again for the opportunity to submit this proposal.

Sincerely,

Tyson Cline, AIA
Roesling Nakamura Terada Architects, Inc

Please sign below and return a copy to authorize your approval.

_____________________________________ __________________ Signature Date

_____________________________________
Name

City Of Santa Clarita 7
Parks Maintenance Yard Building
Exhibit A

Engineering Services Proposal to:

Jeremy Johnson, Psomas
03/05/2025

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Long Beach // Irvine // Los Angeles // San Diego // San Jose // Seattle p2sinc.com

ENGINEERING SERVICES PROPOSAL
Santa Clarita Parks
Maintenance Yard

03/05/2025
Psomas
Jeremy Johnson
Sr. Project Manager/Vice President
555 South Flower Street, Suite 4300
Los Angeles, CA 90071

EXHIBIT 'C'
Engineering Services Proposal to:

Jeremy Johnson, Psomas
03/05/2025

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8 SUBJECT: Engineering Services Proposal for the Construction of New Maintenance Yard Building for the City of Santa Clarita

Dear Jeremy,
Thank you very much for considering us for the above-referenced project. We are pleased to provide our proposal, which defines our statement of understanding, scope of services, assumptions, schedule, and fees and is consistent with the scope of work and emails dated July 31, 2024, on the subject project.

STATEMENT OF UNDERSTANDING
Our office understands that the City of Santa Clarita has approved the conceptual design for the New Maintenance Yard building and would like to move the project into the actual design phase.

The New Maintenance Yard Building, approximately 9,500 sq. ft., will house additional staff, storage areas for materials and equipment, increased parking for personal vehicles, a fitness area for City staff, improved vehicle flow, and capacity to support code-required Electric Vehicle (EV) charging needs.

The project will feature the following:

1. Staff spaces

2. Vehicle and equipment storage

3. Gym

4. Maintenance facilities

5. Parking improvements

6. Improved circulation

7. Wash-Bay Clarifier

Our office understands that the existing site lighting serving existing parking lot (within scope of work ) will be disconnected and removed and provided with new.

SERVICES
The following engineering services are included in our scope:
• Mechanical, Electrical and Plumbing
• Technology
• Fire Protection – Performance Specification
• Fire Alarm – Performance Specification

Detailed scope of services for each of the disciplines is included in our exhibits provided at the end of this section.

COMMON SCOPE OF SERVICES
PRELIMINARY DESIGN (Schematic Design)

1. Provide MEP/T preliminary design documents (30%) for the new building and site.

2. Attend (2) preliminary design meetings with Owner and Psomas. We anticipate these meetings to be via teleconference.

3. Review preliminary cost estimate prepared by others.

Engineering Services Proposal to:

Jeremy Johnson, Psomas
03/05/2025

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8 CONSTRUCTION DOCUMENTS (Design Development, Construction Documents, Bid Set)

1. Provide MEP/T construction documents at 60%, 90%, 100%, and Final for buildings and sites in electronic format and submittal forms for plan check submittal.

2. Provide MEP/T book format specifications.

3. Review and respond to plan review comments and attain approval.

4. Participate in one (1) plan review meeting with plan check agency.

5. The following plan check reviews are anticipated for the project:
o City Plan Check

6. Review cost estimate prepared by others.

7. Incorporate plan check review comments and provide MEP/T bid package in electronic format.

8. Participate in one (1) bid review meeting.

9. Provide up to 2 Addendums.

10. During bidding, respond to bid questions as required.

CONSTRUCTION SUPPORT

1. Respond to requests for information and clarification, including addendums necessary for clarification during construction.

2. Review shop drawings and submittals for compliance with construction documents.

3. Participate in 4 in-person meetings.

4. Participate in 8 virtual meetings.

5. Participate in 2 site observation visits during construction to determine general conformance with the contract documents, and a final site visit for project punch-list. Provide written compilation of findings.

6. Participate in one (1) final punch list walkthrough and report with our findings.

PROJECT MANAGEMENT

1. Attend monthly Project Development Team (PDT) meeting. Our office anticipates meetings will be virtual, and one hour per meeting.

2. Provide internal DQA and provide DQA markups to PSOMAS for their records after each milestone.

BIM LEVEL OF DESIGN

1. Current version of Revit will be utilized. We do not anticipate that any Revit version upgrades will be required for the project.

2. P2S will review the Architectural BIM execution plan (BEP) and provide feedback based on internal modeling standards. If an Architectural BEP is not available, P2S will adhere to internal standards as outlined herein.

3. P2S will model MEPT systems according to the level of development listed below. The following exceptions will be covered through details, specifications, and notes, but will not be modeled:
a. Conduit 2 inches and under.
b. Hangers, supports, and bracing for MEPT systems.
c. Piping connections to equipment.

Discipline Conceptual
Design
Preliminary Design Construction Documents Record Drawings Mechanical N/A LOD 200 LOD 300 LOD 300
Mechanical Controls N/A LOD 100 LOD 200 LOD 200
Electrical N/A LOD 200 LOD 300 LOD 300
Engineering Services Proposal to:

Jeremy Johnson, Psomas
03/05/2025

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8 Plumbing N/A LOD 200 LOD 300 LOD 300
Technology N/A LOD 200 LOD 300 LOD 300

SCHEDULE AND DELIVERABLES

Submittals Duration Deliverable Begins Upon Receiving
Preliminary Design
30% Design 15 weeks Notice To Proceed
Construction Documents
60% CD 15 weeks Review comments on 30%CD
90% CD 13 weeks Review comments on 60%CD
100% CD 11 weeks Review comments on 90%CD
Final CD 6 weeks Review comments on 100%CD
Bid Package 12 weeks Review comments on Final CD
Construction Support
Construction Admin Activities Maximum 11 months -

ASSUMPTIONS

1. The following services, if required, are provided by others: Commissioning, Testing and Balancing, Utility locating, topographic survey, and Hazmat (Hazardous Materials).

2. Plan check fees will be paid by the owner.

3. Value Engineering exercise requiring significant design changes after 60% Construction Documents stage is not included in the proposal and will require additional fee.

4. Electrical 30-day meter readings, circuit tracing and/or testing of existing infrastructure, if required, will be provided by Owner.

5. Our office anticipates latest record drawings are available for MEPT systems and will be provided by Owner.

6. Airflow and waterflow measurements if required will be provided by Client based on recommendations from P2S.

7. Removal and/or abatement of potentially hazardous conditions will be conducted by owner prior to field investigations by P2S. Owner will provide access to existing systems and conditions that are part of this renovation scope, including but not limited to, ceiling spaces, roof, utility spaces, and vaults/pits/sumps.

8. If the design or construction of the project is placed on hold by the Owner for more than 12 months, the remaining fee will be reevaluated, and additional fees will be proposed as applicable prior to project restart.

9. Revisions required to the approved plans during construction due to furniture changes will be an additional service.

10. Fire protection system design (fire alarm and fire sprinkler) will be a performance specification only and a deferred approval item provided by the fire protection vendor/contractor.

11. Plumbing scope will be limited to 5’ outside of the building footprint. All items past 5’ are considered to be under Civil scope.

12. Preparation of separate bid packages and alternates are not included in the proposal. Proposal assumes one bid package for the entire project.

13. Architect will provide a background Revit model for P2S use and will act as BIM lead throughout design.

14. Redlines will be provided by contractor at substantial completion capturing all changes made during the Construction phase.

15. Detailed verification of contractor as-built redlines are not included in the proposal.

16. A Life Cycle Cost Analysis has not been included.

Engineering Services Proposal to:

Jeremy Johnson, Psomas
03/05/2025

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8 17. Our office anticipates the new Maintenance building will only have an AV design for the conference room, and technology and security will be minimally designed.

18. Our office anticipates the existing parking lot improvements and new site development will be treated as a single package, and not individual packages.

19. Our office does not anticipate the following tasks for Project Management:
a. Providing monthly progress reports.
b. Updating project schedule with milestones and major activities. c. Attend staff meetings and prepare exhibits for staff engagement process.

20. Renewable Energy Systems such as Photovoltaic (PV) Systems and Battery Energy Storage Systems (BESS) may be required based on 2022 California Energy Code. The fee included in the proposal is based on the code minimum PV requirements.

21. Wireless heat mapping is not included in the proposal.

FEE
We propose to undertake work associated with this project as defined in this proposal for a fixed fee of TWO HUNDRED EIGHTY-SIX THOUSAND NINE HUNDRED FIFTY-SEVEN ($286,957). Fees will be billed monthly based on percent of project completion.

Our office anticipates that the existing electrical infrastructure is adequate to support the new scope of work and that no service upgrade is required. However, if P2S determines through evaluation of systems that an upgrade is required, P2S will coordinate with SCE for a new service. The fee for coordinating with SCE for service upgrade is $12,000 and is NOT included in the fee noted above.

Our breakdown of fees is based on the spreadsheet furnished to PSOMAS. The fee is based on the following breakdowns:

New Building
Submittals Mechanical Electrical Plumbing Technology Fire Protection
Project
Management TOTAL
Preliminary
Design $12,617 $8,906 $4,453 $8,313 $1,625 $8,000 $43,914 Construction
Documents $24,688 $17,250 $8,925 $14,500 $2,600 $20,800 $88,763 Construction
Support $17,664 $12,469 $6,234 $11,638 $2,275 NA $50,280 TOTAL $54,969 $38,625 $19,612 $34,451 $6,500 $28,800 $182,957

Engineering Services Proposal to:

Jeremy Johnson, Psomas
03/05/2025

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8 Site Work
Submittals Mechanical Electrical Plumbing Technology Fire Protection TOTAL
Preliminary
Design NA $10,725 NA $5,775 NA $16,500
Construction
Documents NA $17,160 NA $9,240 NA $26,400
Construction
Support NA $15,015 NA $8,085 NA $23,100
TOTAL $0 $42,900 $0 $23,100 $0 $66,000

PV DESIGN
Submittals Mechanical Electrical Plumbing Technology Fire Protection TOTAL
Preliminary
Design NA $6,250 NA NA NA $6,250
Construction
Documents NA $10,000 NA NA NA $10,000
Construction
Support NA $8,750 NA NA NA $8,750
TOTAL $0 $25,000 $0 $0 $0 $25,000

ENERGY MODELING
Submittals Mechanical Electrical Plumbing Technology Fire Protection TOTAL
Preliminary
Design $5,000 $0 $0 $0 $0 $5,000
Construction
Documents $8,000 $0 $0 $0 $0 $8,000
TOTAL $13,000 $0 $0 $0 $0 $13,000

Engineering Services Proposal to:

Jeremy Johnson, Psomas
03/05/2025

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The fee quoted in this proposal is valid for 6 months from the date of this proposal.

We look forward to working with you on completing this project successfully. Should you have any questions or need clarifications, please contact us.

Sincerely,

Shishir Patne
Electrical Studio Leader
SP/sp
P2S Proposal Number: 24-2030 Santa Clarita Maintenance Yard Scope Update

Engineering Services Proposal to:

Jeremy Johnson, Psomas
03/05/2025

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8 EXHIBIT A – MEP SCOPE

1. Preliminary Design
a. Develop preliminary design drawings for HVAC, electrical, and plumbing showing equipment schedules, equipment/device/fixture locations and orientations, major system routings, single -line diagrams, and load calculations.
b. Finalize space and pathway requirements for utility rooms, shaft sizes and major equipment. c. Coordinate locations of HVAC registers, light fixtures, plumbing fixtures/devices, receptacles, thermostats, light switches.
d. Develop preliminary energy calculations based on the current edition of the California Energy Code. e. Participate in 4 in-person review meetings as needed. f. Participate in 6 virtual review meetings.

2. Construction Documents
a. Review preliminary design-level comments and incorporate them into construction documents. b. Develop construction documents for HVAC, electrical, plumbing, and technology systems, including sections, elevations, equipment schedules, equipment locations and orientations, identification of major system routings, single-line diagrams, system functional diagrams, and construction details. c. Coordinate penetrations and openings required in walls and floors for piping, conduits, and ductwork with the structural engineer.
d. Finalize Title 24 documentation.
e. Provide drawing submittals at 100% construction drawings phase for plan check submittal. Provide electronic prints to the design team for compilation of documents. f. Participate in 4 in-person review meetings as needed. g. Participate in 6 virtual review meetings.

Engineering Services Proposal to:

Jeremy Johnson, Psomas
03/05/2025

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8 EXHIBIT B – TECHNOLOGY SCOPE

The Technology Design services include the following:
• IT/Telecommunication cabling, cable infrastructure, equipment rooms and wireless access point system layouts . • Audio Visual infrastructure, systems and design for new maintenance yard building. • Physical Security systems (Intrusion Detection, Video Surveillance, Emergency Phones) . • Access Control- Limited to Administrative (Video Intercom with remote door release)

1. Preliminary Design
a. Develop preliminary design drawings for Cabling Infrastructure, Audio Visual Systems, and Physical Security Systems. Drawings shall include equipment schedules, equipment locations, equipment orientations, identification of major system routings, and single line diagrams. b. Coordinate locations of access control doors, surveillance cameras, data outlets, and primary internet point of connection.
c. Participate in 2 in-person review meetings.
d. Participate in 4 review meetings.

2. Construction Documents
a. Review Owner’s Design Development level comments and incorporate into Construction Documents. b. Develop Construction Documents for Cabling Infrastructure, Audio Visual Systems, and Physical Security Systems. Provide plans, sections, elevations, equipment schedules, equipment locations, equipment orientations, identification of major system routings, single line diagrams, system functional diagrams and construction details. c. Participate in 2 in-person review meetings.
d. Participate in 4 virtual review meetings.
e. Provide Final construction documents.
f. Provide electronic prints to design team for compilation of documents at each submittal. g. Incorporate plan check comments into final construction documents.

23-008_SC MAINTENANCE YARD SCOPE OF SERVICES

PARKS MAINTENANCE YARD IMPROVEMENTS

SCOPE OF LANDSCAPE ARCHITECTURAL SERVICES
August 14th, 2024

Project Understanding

Pacific Coast Land Design (PCLD) understands that the City of Santa Clarita is seeking a Scope and Fee for Preliminary Design, PS &E services and Construction Support based on the Parks Maintenance Yard Concept Design . PCLD will be engaged as a sub- consultant to the project Prime Civil Engineer, with a major focus on Staff Engagement and PS&E services .

Throughout the Preliminary and PS&E phases , PCLD will provide feedback and insight on design development of the site, including parking lot, native planting, pavement finishes, fences, gates and guardrails. PCLD will also assist 3D visualizations and Stakeholder presentations and follow up and will help to ensure that the Conceptual Design fits within City of Santa Clarita expectations.

Following the PS&E Phase, PCLD will assist the Prime Civil Engineer with Construction Support, meetings, and as-built drawings.

EXHIBIT 'D'
23-008_SC MAINTENANCE YARD SCOPE OF SERVICES
Task 4: Preliminary Design
Preliminary Design
PCLD to develop preliminary Landscape Plans, including meetings, review and revisions
Task 5: Construction Documents
Plans, Specifications and Estimates (PS&E)
PCLD to develop 60%, 90%, and 100% PS&E Landscape Documentation 3D Modeling and Rendering
PCLD to assist with 3D visualizations of site in coordination with Architect and Civil Engineer
Plan Approvals and Permits
PCLD to attend meetings, present Landscape Plans to Stakeholders, and revise plans per City comments
Bid Meetings and Support
PCLD to attend bid meetings and assist Prime with bid support Task 6: Construction Support
Construction Meetings and Support
PCLD to attend construction meetings, review submittals, respond to RFIs and Change Orders over a 6-month period
As-Built Plans
PCLD to assist Prime with development of As-Built Plans

ASSUMPTIONS AND SUPPLEMENTAL SERVICES

Supplemental Services are beyond the scope of the basic Scope of Services, and when requested in writing by the Client, shall entail additional compensation beyond the Compensation stated herein.

Supplemental Services to this Agreement expressly include but are not limited to:
• Arborist Services
• Additional Meetings or Agency submittals separate from those listed above • Conceptual Design
• Public Agency presentations or hearings
• Public engagement presentations
• Survey and Geotechnical exploration
• Architectural Services
• Structural Engineering Services
• Electrical Engineering and other engineering support services • Hazardous material evaluation / removal
• Lighting Design
• Environmental or Biological Studies
• Private property improvements
*See Costed Scope and Fee Table on the following page for detailed cost breakdown by design task and sub-task.

Respectfully Submitted By

Chris Horton, Senior Associate
California State Landscape Architect Lic #6783

Item
Principal
Sr Associate
Associate
Designer
190 165 130 110
Task 4 Preliminary Design (phase duration not to exceed 3 months) Task 4 Preliminary Design
8 60 110 178 23,520$ 23,520$
Task 5 Construction Documents
Task 5.1 Plans, Specifications, and Estimates (PS&E)
16 124 210 350 46,600$ 46,600$
Task 5.2 3D Modeling and Rendering
2 24 100 126 15,340$ 15,340$
Task 5.3 Plan Approvals and Permits
2 12 40 54 6,760$ 6,760$
Task 5.4 Bid Meetings and Support
12 4 16 2,420$ 2,420$
Task 6 Construction Support (assumes 6 months construction) Task 6.1 Construction Meetings and Support
4 60 32 96 14,820$ 14,820$
Task 6.2 As-Built Plans
2 12 40 7,560$ 7,560$
Total Hours and Fees 34 304 72 464 820 $117,020 $0 $117,020 Total Cost
City of Santa Clarita, Professional Services For Parks Maintenance Yard Improvements, Proposal # PPOS-22-23-P4028 TASK

STAFFING
PCLD
(Landscape Architect Sub)

TASK TOTALLABOR COST

INDIRECT
COSTS
TOTAL
HOURS
OCMI
(Cost
Estimating)
Sacramento
Los Angeles
Phoenix
San Diego
San Francisco
Silicon Valley

ideas engineered | visions realized
444 S. Flowers Street
Suite 3800
Los Angeles, CA 90071

P 323 536 2363
buehlerengineering.com
August 6, 2024

Jeremy Johnson
Psomas
27220 Turnberry Lane, Suite 190
Valencia, CA 91355
[email protected]

Subject: City of Santa Clarita Parks Maintenance Y ard Improvements Maintenance Building
Buehler Project No. 2023-0229.00
Buehler Proposal No. 24-0933

Dear Jeremy,

Thank you for requesting a proposal to provide continued structural engineering services for the subject project at the City’s Parks Maintenance Yard located at 27150 Bouquet Canyon Road in Santa Clarita, California. This proposal is based on your email requests on July 31, 2024, to update our prior proposal for the Design and Construction Phases of this Project including Tasks 4, 5, and 6.

Task 2 for Project Management is included as part of our original project proposal.

To date, we have completed initial studies and concept designs for maintenance building options at the site. Based on those studies, the City has chosen a rectangular shaped building option on the upper lot. Going forward, the Project’s scope of work will include improvement to the Maintenance Yard of the City of Santa Clarita Parks Department and, additionally, construction of a new building within the yard. This building will accommodate conference and meeting rooms, staff workspace, locker room and gym, as well as storage areas for materials and equipment. The building will be sited on the upper lot with parking developed to accommodate 69 vehicles, including accessible stalls. General site improvements addressing larger circulation difficulties, parking, and increased capacity to support future electrical vehicle charging needs are also included in the Project.

The proposed building will be a one-story wood-framed building that is roughly rectangular in plan and encloses approximately 9,500 SF of area. The structure is arranged in two main portions, office and equipment/storage, separated by a low roof portion housing the lockers and rooftop mechanical equipment.

Structural systems primarily consist of wood framing in coordination with the City’s request and in coordination with other building systems and features. The currently anticipated cost for the construction of this building is approximately $3.4 million. The building will be designed and constructed to the 2022 California Building Code for Risk Category II, with the City of Santa Clarita serving as the

EXHIBIT 'E'

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review and inspection authority. The Project is anticipated to be delivered in a Design-Bid-Build method.

As outlined in our structural design narrative dated July 9, 2024, the proposed gravity load carrying systems include plywood sheathing at the roof level spanning to manufactured plywood joists spaced at 24 inches on center. These joists would be supported by interior steel wide-flange beams having wood nailers as well as perimeter and interior wood-framed bearing walls. Steel wide flange beams would also cantilever out from the building’s north wall to provide an integral roof canopy over the north face of the building. The interior steel beams would be supported by steel HSS columns. The perimeter and some interior walls would be framed with 2x6 wood studs. The wood framed bearing walls, and the steel columns would be founded on shallow concrete spread footings. The steel columns would be set inside the wall framing where possible.

Additional steel framing would occur around the roll-up doors at the storage area to support the large doors at those locations. Perimeter walls would be set atop a concrete curb along the perimeter. A concrete slab-on-grade would serve as the building’s floor. A thicker floor slab would be provided in the storage area to facilitate material moving equipment such as forklifts.

The lateral-force-resisting system is planned to consist of plywood roof diaphragms and perimeter wood framed and sheathed shear walls. The building is intended to be framed as one continuous building with no separation joints.

However, the three diaphragm segments (two high and a central low diaphragm) would act together to transfer lateral forces to the vertical shear wall elements.

This proposal excludes structural scope associated with the City’s requested tenant improvements to the existing building.

Psomas (Client) and Buehler Engineering, Inc. (Buehler) agree as set forth below:

SECTION 1: BUEHLER’S SCOPE OF SERVICES

Buehler shall provide for the Client, in accordance with this Agreement, structural engineering services for the Project described above. Buehler anticipates orderly and continuous progress of the Project and shall provide these services in accordance with generally accepted professional practices for the intended use of the Project.

1.1 Buehler’s Scope of Work consists of providing construction drawings and supporting calculations for the following:
• Primary structural frame consisting of the gravity , lateral-force-resisting and foundation systems for the structure described above. • Structural design criteria and loading information as required for delegated design of elements by Specialty Contractor(s). See Section 3 for additional information regarding delegated design.
• Providing phased deliverables as described in Sect ion 2. • BIM structural modeling in accordance with Exhibit A.

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1.2 Buehler’s Scope of Work includes providing structural calculations only for the following:
• Support, anchorage and bracing for architectural c omponents including, but not limited to signage, artwork, etc.
• Support, anchorage and bracing for MEPF equipment where required by code (i.e. floor-mounted or roof-mounted equipment greater than 400 pounds and ceiling or wall-mounted equipment greater than 20 pounds).

Construction documents (drawings) for the items above are to be provided by the associated design professional (Architect, Landscape Architect, Mechanical, Electrical, Plumbing, Fire Protection (MEPF) Engineers, etc.).

1.3 The following exhibits are included with this proposal:
• Exhibit B: BIM Services

This proposal modifies the scope and compensation of our previous agreement but does not modify the previously agreed Terms and Conditions or BIM Services.

SECTION 2: BUEHLER’S SERVICES AND DELIVERABLES BY PHASE

2.1 Buehler shall provide structural engineering services as described in each of the phases below.

Task 4 – Preliminary Design (estimated 15-week duration including City Review)
Buehler shall:
• Incorporate Concept Design review comments made by the Owner, Contractor, or Architect.
• Review issues of concern and begin coordination with architectural, mechanical and electrical systems.
• Prepare 30% documents in sufficient detail to establish the basic structural system and dimensions, preliminary sizing of major structural components, and final structural design criteria for the different structural pieces of the project.
• Attend design meetings every other week.
• Provide the following deliverables for this phase:
o Structural drawings in PDF format showing the foll owing information:
▪ Progress foundation plan.
▪ Progress framing plans.
▪ Progress lateral-force-resisting system layout and elevations. ▪ Progress building sections.
▪ General notes and typical details.

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Task 5 - Construction Document Phase (estimated 54-week duration including City Review)
Buehler shall:
• Commence the Construction Document phase once the architectural model/design is frozen and primary structural elements have been located such no further movement will occur.
• Incorporate Preliminary Design review comments made by the Owner, Contractor, or Architect.
• Finalize the preparation of the structural drawings.
• Finalize the preparation of the structural specifications. • Finalize the preparation of the structural calculations. • Review the cost estimate and provide feedback for structural items. • Attend design meetings every other week.
• Provide the following deliverables at 60%, 90%, and 100% milestones for this phase:
o Structural drawings and calculations.
▪ Drawings and calculations will be submitted to the Client in PDF format for their use in the reproduction and assembling of documents necessary for building permit submittal and the construction of the Project.
o Structural specifications for the materials used o n the Project.

Specifications will be submitted in CSI format using Microsoft Word. • Assist the Client in obtaining approval from the governmental agency having jurisdiction (AHJ) over the Project.
• Respond to plan review comments on the structural drawings and specifications.
• Revise the structural drawings and specifications, as required, in response to plan review comments.
• Assist other disciplines with responses to structural comments on their documents for elements listed in Section 1.2. Provide PDF markups of revisions to other consultant’s drawings as required in response to those comments.
• Provide the following deliverables for this phase:
o Structural drawings, calculations, and specifications. o Plan review comment response letter.
• Issue Addenda as appropriate to clarify or correct the contract documents.
• Provide responses to Bidder submitted Requests-for -Information related to structural components of the Project.

Task 6 - Construction Administration Phase (estimated 56-week duration)
Buehler shall with reasonable promptness:
• Prepare supplemental drawings and interpretations in response to Requests-for-Clarification by the Architect, Contractor, or the Owner. • Review structural items within Contractor submitta ls for general conformance with the information given in the contract documents. • Visit the site (five site visits total) periodical ly to observe work and to determine, in general, if the structural portions of the constructed work are

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in accordance with the contract documents. On the basis of this on-site observation, Buehler shall endeavor to guard the Owner against apparent defects and deficiencies in the permanent work constructed by the Contractor but shall not guarantee the performance of the Contractor.

Buehler shall not be required to make exhaustive or continuous on-site observations to check the quality or quantity of the construction work and shall not be responsible for construction means, methods, techniques, sequences, procedures, or for any safety precautions in connection with the construction work. Buehler shall not be responsible for the Contractor’s failure to execute the work in accordance with the construction contract.
• Provide support for the design team to resolve str uctural issues associated with the final punch list.
• Assist with the preparation of closeout documents required by the Authority Having Jurisdiction for the Project.
• Prepare structural Record Drawings incorporating a s-built information as supplied by the Contractor.

SECTION 3: EXCLUSIONS AND CONTINGENT ADDITIONAL SERVICES

3.1 Exclusions and Contingent Additional Services are not included in Buehler’s Services. Contingent Additional Services may be delegated to other design professionals or added to Buehler’s Services under mutually agreed terms and when authorized by the Client.

3.2 Services specifically excluded are:

• The design of deep foundation elements (APG piles, micropiles, etc.). • The design of ground improvements (GeoAggregate pi ers, Drilled Displacement Columns (DDCs), etc.).
• The design of proprietary lateral-force-resisting systems or components. • The design of construction shoring and erection br acing. • The design of shoring and/or bracing for excavatio ns. • The design of structural support for and bracing o f MEP and Fire Protection distribution systems (ductwork, piping, conduit, cable trays, etc.).
• The design and anchorage of the following exterior cladding systems:
o Curtain wall systems.
o Storefront systems.
o Architectural precast concrete panels.
o GFRC panels.
o Decorative and mechanical louvers.
• The design of exterior building maintenance elemen ts (and their anchorage to the structure.
• The preparation of construction cost estimates.
• Fees associated with permitting or use of any prop rietary elements.

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3.3 Contingent Additional Services may include, but not be limited to, the following:
• Services required due to significant changes in th e Project including changes in size, use, quality, complexity, schedule, budget or methods of bidding.
• Revisions required after the Preliminary Design Ph ase to reduce construction cost due to reasons beyond the control of Buehler. • Services resulting from damage as the result of fi re, man-made disasters or acts of God.
• Anchorage design for nonstructural elements unless noted in Section 1. • Attendance at meetings in excess of one hour per w eek. • Publishing progress documents at milestones other than those identified in Section 2.
• Preparing and/or publishing construction documents for the purposes of early procurement or permitting unless noted in Section 2. • Review of Requests-for-Information (RFIs) or submi ttals beyond the second review.
• Services related to the review and design of alter nate or substitute systems submitted by the Contractor.
• Services resulting from errors or omissions in con struction, including but not limited to redesign or additional site observations. • Review and analysis of Contractor’s construction e quipment loads and support.
• Preparation of record structural drawings or BIM m odels unless specifically included in Section 2.

SECTION 4: BUEHLER’S COMPENSATION

4.1 The Client shall compensate Buehler for Basic Services as a lump sum fee as indicated below:

Task 4 - Preliminary Design Phase .........................$14,000.00 Task 5 - Construction Documents Phase ................$25,500.00 Task 6 - Construction Support Phase .....................$10,400.00 Total Fixed Fee .....................................................$49,900.00

4.2 Buehler’s hourly rates are as follows:

Senior Principal .......................................................... $305.00 Principal...................................................................... $270.00 Senior Professional .................................................... $230.00 Professional ................................................................ $200.00 Senior Technician ....................................................... $165.00 Technician .................................................................. $140.00

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If you have any questions, please do not hesitate to contact me. Otherwise, please sign and return a copy of this proposal as your authorization to proceed with the services and your acceptance of this proposal. If you do not sign the proposal but provide verbal authorization to proceed with the services, it is our understanding that you have accepted this proposal as written.

This Agreement is entered into as of the date first written above.

BUEHLER CLIENT

David Pomerleau, SE Jeremy Johnson
For Buehler Engineering, Inc. For Psomas
[email protected]

Title Date

ideas engineered | visions realized Page 1

EXHIBIT B: BIM SERVICES

SECTION B1: BIM SERVICES PROVIDED

1. BIM Services Provided:
• Buehler will provide Building Information Models ( BIMs) developed using Revit Structure throughout the design and permitting phases of the Project.
• The anticipated end-use of the model is for the cr eation of structural contract documents and model-based design coordination. Any other use shall receive prior authorization from the Engineer. • Structural model element and system representation s will be per the Level of Development (LOD) Matrix below. ○ Model elements may be provided during Schematic D esign at the discretion of the Engineer if necessary for Engineer to communicate design intent.
○ Where categories and subcategories of elements ar e shown in the matrix (as in for steel elements), the LOD shown for the subcategory governs over that for the category it falls under.

MATERIAL/CATEGORY Schematic
Design ( SD )
Design
Development ( DD )
Construction
Documents ( CD )
STEEL
Primary Structural Systems - 200 300
• Structural Columns - 200 300
• Floor and Roof Framing 1 - 200 300
• Braced Frames - 200 300
Secondary Structural Elements - - -
• Structural Connections - - -
• Beam Bracing/Kickers 2 - - 300
• Braced Frame Gusset Plates 3 - - 300
Miscellaneous Metal Framing - - -
• Monument Stair Framing - 200 300
• Egress Stair Framing - - -

CONCRETE/CMU
Structural Floors/Slabs - 200 300
Foundations, Grade Beams - 200 300
Structural Concrete/CMU Walls - 200 300
Non-Structural CMU Partition Walls 4 - - -
WOOD
Wood Posts - 200 300
Heavy Timber Framing - 200 300
Floor Framing Systems - 100 200
Structural Wood Walls - 100 200
Prefabricated Trusses - 100 100

ideas engineered | visions realized Page 2

Notes:

1. Wood and steel joist systems will not be modeled a s discrete elements.

2. Modeling of bracing and kickers is limited to thos e elements that provide support for primary structural elements only. Kickers and bracing for non-structural elements including, but not limited to, ceilings and distributed utility systems are excluded from the structural model.

3. Gusset Plates will be included in the Engineer’s B IM model if and only if gusset plate design is not delegated to a specialty designer.

4. Non-Structural CMU Partition Walls may be modeled at LOD 100 for coordination. This effort is anticipated to occur one time only. Any additional coordination (i.e., relocated walls, openings, etc.) is not included.

SECTION B2: EXPANDED BIM SERVICES

1. In addition to the BIM services provided in sec tion B1.1, Expanded BIM Services may be provided as follows:
• Buehler may provide model elements up to a Level o f Development of 350 at their sole discretion. • Buehler may, at their sole discretion, exceed the LOD for any element shown in the matrix above to facilitate the creation of 2D documents.
• Buehler may elect to provide quantity takeoffs and schedules to assist with procurement and scheduling provided additional release forms acknowledging the limitations of the in-progress BIM models are signed by all parties.

SECTION B3: EXCLUDED AND CONTINGENT ADDITIONAL BIM SERVICES

1. The following BIM services are excluded from th e base scope of work for this Project, but may be provided contingent upon receipt of additional compensation (to be negotiated):
• The development of the structural Building Informa tion Model(s) for anything beyond the end-use stated in section “B1: BIM Services Provided”.
• The development of the structural Building Informa tion Model(s) for anything beyond the LOD stated in in section “B1: BIM Services Provided”.
• Continued development and updating of the structur al Building Information Model(s) beyond the design and permitting phases of the Project.
• Preparation of Record or As-Built Building Informa tion Model(s) at the completion of the Project.

8851 Research Dr. 949.476.2094 t
Irvine, CA 92618 ocmi.com
07 August 2024

Mr. Jeremy Johnson, PE
Psomas
27220 Turnberry Lane, Suite 190
Valencia, CA 91355

Regarding: City of Santa Clarita – Parks Maintenance Yard Improvements Cost Estimating Services

Dear Jeremy,
Thank you for contacting OCMI. I am pleased to present this proposal to provide cost- estimating services for the subject project. This proposal is based upon the Work Plan submitted as part of the original RFP response.

Description Cost Estimating Support TOTAL
Task 2 - Project Management $748
Task 4 - 30% Design - Cost Estimate $7,480
Task 5 - 60% Design Cost Estimate $10,472
Task 5 - 90% Design Cost Estimate $8,228
Task 5 - 100% Design Cost Estimate $4,488
TOTAL PROJECTED COST: $30,668

The scope of services includes one cost estimate at the noted stage of design. The estimate will be presented in CSI format and submitted electronically in pdf. OCMI also offers a full range of cost and schedule control services that could be provided as optional services, if requested.

Thanks again for contacting OCMI. Please feel free to contact me if you have any questions.

Sincerely,

John Mauk, CCP, CPE
S e n i o r V i c e P r e s i d e n t

EXHIBIT 'F'
Psomas
(Prime)
RNT
(Architect Sub)
P2S
(MEP Sub)
PCLD
(Landscape Architect Sub)
Buehler
(Structural Sub)
OCMI
(Cost Estimating)
Ninyo & Moore
(Geotech) Direct Costs Costs
Fee Fee Fee Fee Fee Fee Fee Fee
Task 1 Surveying Services
Task 1.3 Potholing (10 potholes)
$9,500 $30,000 $39,500
Task 2 Project Management
Task 2.1 Monthly Meetings (12 months)
$6,500 $3,000 $2,000 $2,000 $2,000 $15,500
Task 2.3 Schedule
$2,800 $1,200 $1,200 $1,200 $1,200 $7,600
Task 2.4 Quality Control
$11,500 $8,010 $4,500 $5,480 $1,840 $31,330
Task 4 Preliminary Design
Task 4 Preliminary Design
$30,660 $56,400 $71,664 $23,520 $14,000 $7,480 $3,000 $206,724 Task 5 Construction Documents
Task 5.1 Plans, Specifications, and Estimates (PS&E)
$142,500 $161,490 $101,463 $37,920 $20,460 $23,188 $7,500 $494,521

5.1a New Fire Water Connection to SCVWA Main Line (Optional) $40,000 $40,000

5.1b New Eletrical Services from SCE (Optional)
$12,000 $12,000
Task 5.2 Plan Approvals and Permits
$27,500 $11,700 $15,000 $15,340 $69,540
Task 5.3 Bid Meetings and Support
$22,000 $5,800 $9,000 $9,180 $45,980
Task 6 Construction Support
Task 6.1 Construction Meetings and Support
$105,000 $75,900 $73,130 $14,820 $7,900 $276,750
Task 6.2 As-Built Plans
$10,300 $8,000 $9,000 $7,560 $2,500 $37,360
Total $408,260 $331,500 $298,957 $117,020 $49,900 $30,668 $10,500 $1,276,805 Reimbursables 5,000 $
Total Cost
City of Santa Clarita, Professional Services For Parks Maintenance Yard Improvements Design Phase, Proposal # PPOS-22-23-P4028 TASK

EXHIBIT 'G'

Santa Clarita City CouncilMay 13, 2025

Santa Clarita City Council
May 13, 2025