Santa Clarita City Council
October 11, 2022

“Via E-Mail”
[email protected]

August 16, 2022

Ms. Leslie Frazier
City of Santa Clarita
23920 Valencia Blvd.

Santa Clarita, CA 91355

Subject: Proposal for Professional Services
Via Princessa Park
Valencia, CA
Psomas Proposal No. 22-0647

Dear Ms. Frazier:

Psomas is submitting the attached proposal for professional services for the subject project. Based on our knowledge. 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 (7)
− Exhibit “A”: Scope of Services
− Schedule “A”: Fee Schedule
− Hourly Rates
− Billing Procedures
− Exhibit “A-1” Work Limit
− Exhibit “S” Topographic Survey Limits
− Attachments 1-6

EXHIBIT “A”

SCOPE OF SERVICES
Proposal for Professional Services
Via Princessa Park
Santa Clarita, CA
Psomas Proposal No. 22-0647
August 16, 2022

PROJECT DESCRIPTION
The City of Santa Clarita (client) wishes to construct a park at the existing Via Princessa Metrolink Station in Santa Clarita, CA. Psomas has provided conceptual design and park master planning as part of an ongoing contract. The city has requested a proposal for the next phase of the project which is to include preliminary design and construction documents. The scope of work presented herein is based on the city’s RFP #CIP-21-22-07. The project site lies north of Via Princessa, east of Whites Canyon Road, and south of the Santa Clara River, as depicted on the attached Exhibit “A-1”.

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

Subtask 1.2: Document Research and Review
• Obtain UAV (drone) video of the entire project area for use during planning and project meetings, along with video from the project perimeter. Include video of the drainage channel, parking lot, Whites Canyon Road south bridge abutment slope, SCRRA/ Metrolink right of way, and westerly portions of the Cordova Estates property, including the bank protection access road. • Perform all utility coordination necessary to determine and identify locations of all existing underground and overhead utilities within the project area, as well as future utility requirements. Underground detection services will be used to help determine utility locations. Obtain available utility data from record drawings and provide the information as part of the site base map for the project. • Confer and coordinate with affected agencies and utility companies to identify design controls and considerations necessary for plan preparation and approvals. • For more specific underground detection scope, see Attachment 2.

Output
• Drone video of the project site, underground utility detection, utility agency coordination.

Subtask 1.4: Topographic Survey
• Perform and coordinate all required topographic survey to complete the project from preliminary design through construction documents. Research and compile all existing control data, including research of all affected utility companies within the project area. The topographic survey will supplement the aerial survey performed by others and provided to Psomas. The area of topographic survey will include the existing parking lot, Metrolink station, railroad tracks, and area adjacent to the Cordova Estates. For anticipated limits, see attached Exhibit “S”.
• All survey work shall be coordinated with all project subconsultants to ensure the control for the project is consistent.

Output
• Topographic field survey.

EXHIBIT “A”

SCOPE OF SERVICES
Proposal for Professional Services
Via Princessa Park
Santa Clarita, CA
Psomas Proposal No. 22-0647
August 16, 2022

Subtask 1.5: Geotechnical Report
• Perform all necessary geotechnical, soil investigation, and engineering in support of the project’s preliminary design and environmental documents.
• All geotechnical work will need to follow SCRRA Right of Entry procedures and safety requirements. • For more specific geotechnical report scope, see Attachment 1.

Output
• Geotechnical Report
Subtask 1.6: Potholing
• Pothole and map existing utilities, including identification of any existing utilities that may be impacted by the proposed grade separated crossing within the SCRRA Right of Way. Pothole information shall be identified on the plans. We assume there will be no more than ten (10) potholes. • For more specific potholing scope, see Attachment 2.

Output
• Ten (10) potholes with pothole report.

Subtask 2.1: Monthly PDT Meetings (20 meetings)
• Develop a Project Development Team (PDT). Members of the PDT shall include consultant and subconsultants, as required, city staff, Metro, SCRRA/Metrolink, and other agency representatives and project stakeholders as necessary.
• Schedule and conduct twenty (20) monthly PDT meetings to review project schedules, concepts, plans, and specifications. Assemble the agenda prior to each meeting and provide and distribute meeting minutes afterwards.

Output
• Develop PDT, conduct (20) PDT meetings.

Subtask 2.2: Project Meetings and Management
• Attend project meetings and provide project management on an ongoing basis during the preliminary design phase and construction document phase of the project. Project meetings to include meetings with City, design team, stakeholders, and agencies. Project management functions to include meeting agendas and notes, invoicing, and internal and external coordination.

Output
• Project management, coordination, design meetings.

EXHIBIT “A”

SCOPE OF SERVICES
Proposal for Professional Services
Via Princessa Park
Santa Clarita, CA
Psomas Proposal No. 22-0647
August 16, 2022

Subtask 2.3: Schedule
• Within two (2) weeks of the Notice to Proceed (NTP), provide a detailed project baseline schedule indicating milestones, major activities, and deliverables to the city for review and comment. Consultant shall update the schedule, as needed.

Output
• Detailed project schedule.

Subtask 2.4: Quality Control and Railroad Safety
• Have a quality control plan in effect during the entire course of the project. • Coordinate all on-site field activities which may pass through the SCRRA/Metrolink right of way, to ensure active railroad safety training status and flagging when needed. • For more specific railroad safety scope, see Attachment 3.

Output
• Quality Control Plan and Railroad Right of Entry Coordination.

Subtask 3.6: Certified Access Specialist Program (CASp) Report • Provide an interior and exterior site assessment of the existing restroom building and exterior site improvements. The assessment should evaluate compliance of the existing improvements with current disability access standards.

Output
• CASp Report
Subtask 3.7: Existing Restroom Facility Evaluation
• Coordinate with the city’s Building and Safety Department to evaluate restroom improvements needed to bring restroom up to compliance with current codes.
• Provide building improvement concept design plans. Incorporate any required restroom modifications identified in the CASp Report.
• It is assumed that the existing restroom will not be expanded due to the addition of a new restroom building in the park.

Output
• Restroom evaluation and Concept Design Plans.

EXHIBIT “A”

SCOPE OF SERVICES
Proposal for Professional Services
Via Princessa Park
Santa Clarita, CA
Psomas Proposal No. 22-0647
August 16, 2022

Task 5: CEQA Support
• This task encompasses the items of work necessary to support the CEQA process related to the development of the project.
• The Consultant will be required to provide coordination and professional services to aid the city in preparing required CEQA documentation.
• The consultant shall provide exhibits, as needed, in support of the project’s technical studies.

Output
• Coordination with the city’s CEQA consultant including providing previously prepared exhibits.

Task 6: Preliminary Design
Psomas shall assist the city during the design development phase of the project. Psomas shall 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 infiltration facility and park, the revised parking lot, new restroom building, and off‑site improvements. • Prepare architectural, structural, and M/E/P preliminary building plans. • Coordinate with Planning, Building and Safety, Engineering Services, and Environmental Services to evaluate potential building and parking lot upgrades, including but not limited to, undergrounding of existing utilities, pavement replacement or overlay, signage, striping, upgraded light poles, LED lights, EV charging stations, parking lot landscaping, and non-compliant building and site accessibility improvements identified in the CASp report. The required upgrades shall be incorporated into the Site Plan and Building Improvement Plans.
• Develop preliminary construction phasing proposed for the project. • Prepare preliminary bank lining plans and culvert extension plans. • Prepare Regional Infiltration System and Diversion Structure Plans and Calculations based on the design elements established in the Measure W Feasibility Study. • Prepare a preliminary rough grading plan with associated earthwork calculations based on proposed construction phasing for the project.
• Prepare a preliminary fine grading, paving, and drainage plan. • Provide a preliminary wet utility plan that includes storm drain, domestic water, sanitary sewer, and irrigation for the site.
• Psomas to provide design of reconfiguration of existing ADA stalls at the existing parking lot and station. • Psomas to provide design of 36” storm drain that is adjacent and just south of the existing railroad and station.
• Determine schedule and submittals for the city’s “One-Stop” requirements.

EXHIBIT “A”

SCOPE OF SERVICES
Proposal for Professional Services
Via Princessa Park
Santa Clarita, CA
Psomas Proposal No. 22-0647
August 16, 2022

• Complete necessary design documents for the project for submittal to the city’s planning Development Review Committee (DRC). Provide all necessary plan check copies required for DRC submittal. Scope should include all design and submittals necessary to obtain DRC approval. • Begin railroad engineering required for the project. Prepare preliminary SCRRA/ Metrolink Plans for the grade separated railroad crossing, railroad expansion, and upgrades identified within the Existing Station Concept Design and Study.
• Develop preliminary Low Impact Development/ nature-based storm water treatment strategies for development of the project, including size and location of proposed BMPs. • Develop a preliminary site lighting plan. Design should include sports field lighting, and all site lighting locations and sizing, with supporting calculations. • Prepare fiber optic plans from the city’s fiber optic system at Weyerhauser Way and Via Princessa to the proposed park site.
• Develop preliminary landscape plans.
• Incorporate the “nature-based” LID solutions from the Measure W application into the preliminary design plans. Identify any additional “nature-based” opportunities that can be incorporated into the project design.
• Prepare and provide all required Sustainability Certification requirements, if needed. • Prepare a preliminary estimate of probable construction cost based on the program established in the preliminary design.
• For more specific scope of services, see Attachments 3, 4, 5, and 6.

Output
• Preliminary (30%) Design Plans, Construction Phasing, Sustainability Certification Requirements, and Cost Estimate.
• Constructability Evaluation and Constructability Review w/ city.

Task 7: Construction Documents
• Psomas shall prepare PS&E documents and provide the necessary deliverables at each specified design milestone. Plans shall be prepared, reviewed and approved in phases based on the construction phasing prepared by Psomas and approved by the city.

EXHIBIT “A”

SCOPE OF SERVICES
Proposal for Professional Services
Via Princessa Park
Santa Clarita, CA
Psomas Proposal No. 22-0647
August 16, 2022

Subtask 7.1: Plans, Specifications, and Estimates (PS&E) • Submit for plan review at 60%, 90%, 100% and final, and issue approved plans and specifications for bidding. Provide all items required for submittal by the reviewing agencies. • Submit at all milestones, an updated design schedule, construction schedule, plans, specifications, and estimated construction costs.
• 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, that include but are not limited to the following:
• Bank lining plans for Santa Clara River and Honby Channel with supporting hydraulic calculations.
• Honby Creek Culvert Extension plans with supporting hydrology and hydraulic calculations.
• Honby Channel Improvement Plans.
• Regional infiltration system and associated diversion structure and storm drain plans and calculations.
• Railroad improvement plans that include:
• Grade separated crossing with future double track.
• Architectural plans including lighting and sump pump design. • Site Civil Plans
• Rough grading plan with associated earthwork calculations. • Fine grading, paving, and drainage plan.
• Retaining wall plans.
• Wet utility plans including sewer, water, and storm drain. • Utility composite plan.
• Parking lot improvement plans.
• Public street improvement plan.
• Temporary Culvert Diversion plan.
• Site lighting and electrical plans, with supporting calculations. • Fiber optic plans.
• Landscape architectural plans.
• Site plan (includes, but not limited to, design of all park amenities such as monument signage, benches, play structure, picnic tables, shade structures, trash/ recycle cans, trash enclosures, etc. All amenity features related to the infiltration system, such as interpretive trails, pedestrian bridges, signage, etc. should also be included).
• Hardscape materials and park amenities plan.
• Landscape plans and details.

EXHIBIT “A”

SCOPE OF SERVICES
Proposal for Professional Services
Via Princessa Park
Santa Clarita, CA
Psomas Proposal No. 22-0647
August 16, 2022

• Irrigation plans and details.
• Plans shall 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 shall conform to AB1881.
• Building plans for New Restroom Building
• Architectural plans
• Structural plans
• M/E/P plans
• Mechanical plans
• Plumbing plans
• Building Plans for Upgrade of Existing Restroom Building • Architectural plans
• M/E/P plans
• Prepare hydrology calculations and report in support of the project development to support the site civil plans.
• Prepare catch basin sizing and storm drain pipe sizing calculations and report in support of the project development.
• Prepare Final Drainage Report – see Attachment 5.
• Prepare a Standard Urban Storm Water Mitigation Plan (SUSMP) for the project improvements per the city’s Municipal Code Chapter 17.95.
• Psomas to provide design of reconfiguration of existing ADA stalls at the existing parking lot and station.
• Psomas to provide design of 36” storm drain that is adjacent and just south of the existing railroad and station.
• 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 shall be done by a qualified SWPPP Developer (QSD) and it shall meet all the requirements of the state’s most current version of the General Permit for Storm Water Discharges Associated with Construction Activities. • Prepare a geotechnical report with the recommendations for the proposed project. Report shall include all recommendations needed for final design of the project, including design and construction recommendations for the proposed access road, earthwork including site preparation, excavation, and placing of fill, backfill recommendations for the proposed culvert extension and railroad undercrossing, foundation recommendations for new restroom building and retaining walls, and geotechnical work in support of the existing on-site agricultural well. Task includes geotechnical site investigation, laboratory testing, and preparation of the geotechnical report for review and acceptance by the city. Geotechnical report shall be submitted to city’s Engineering Services Division and Building & Safety for review, comment, and acceptance.

EXHIBIT “A”

SCOPE OF SERVICES
Proposal for Professional Services
Via Princessa Park
Santa Clarita, CA
Psomas Proposal No. 22-0647
August 16, 2022

• Provide accessory design as needed to support proposed public art for the project, at the city’s request.

Attend meetings and provide coordination during the city’s public art process. • Consultant shall 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 shall be developed. Consultant shall furnish and compile Special Provisions to include SCRRA Technical Specifications and Right of Entry approval procedures. • Prepare specialized sports field specifications.
• Prepare and provide all required Sustainability Certification requirements. • 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. • For more specific scope of services, see Attachments 1, 3, 4, 5, and 6.

Output
• Plans, specifications, cost estimates, calculations, reports, design schedule, construction schedule, sustainability certification requirements and coordination provided at 60%, 90%, 100%, and final design milestones.

Subtask 7.2: Easement Preparation
• Prepare all legal documents required for the construction of the vehicular access road and pedestrian crossing, including temporary construction easements, slope easements, and access easements. • Prepare legal descriptions, exhibit maps, and closure calculations signed and stamped by a licensed surveyor.
• Prepare exhibits as needed for discussions with property owners, city management and city council. • Prepare Metro license agreements and exhibits.
• Prepare SCRRA construction maintenance agreements.

Output
• Exhibits, legal descriptions, plats and agreements. This subtask is to be provided on a time and materials basis.

EXHIBIT “A”

SCOPE OF SERVICES
Proposal for Professional Services
Via Princessa Park
Santa Clarita, CA
Psomas Proposal No. 22-0647
August 16, 2022

Subtask 7.3: Plan Approvals and Permits
• Receive plan check approvals from all city divisions including but not limited to Planning, Traffic Planning, Engineering Services, Building and Safety, Traffic, Transit, Urban Forestry, Landscape Maintenance Division, Environmental Services, Recreation and Community Services, Park Maintenance, and outside agencies such as Los Angeles County Fire, or as needed for construction permits. • Obtain approval for bank lining plans from Los Angeles County Flood Control District (LACFCD) • Obtain permits and approvals from SCRRA/ Metrolink, Metro, and the California Public Utilities Commission (CPUC) for all work within the Metro Right of Way. • Los Angeles County approvals for any associated storm drain permits. • Obtain any necessary fire department approvals.
• Consultant to provide all documentation for the SWPPP permit. City will assemble the NOI for the project.
• Finalize all required Sustainability Certification requirements. • The consultant is to provide the city with an original and/or updated complete set of approved plans and profiles, specifications, and estimate. Construction specifications shall be written specific to the project.

Output
• Plan approvals and permits. This subtask is to be provided on a time and materials basis.

Subtask 7.4: Bid Meetings and Support
• Attend pre-bid conference
• Respond to bidders questions
• Write addendums in response to bidder questions and design changes. • Analyze the bids and recommend lowest responsible bidder.

Output
• Meetings, coordination, and addendums to support the city during the bid phase.

Task 8: Public Outreach
• PCLD to prepare, present, facilitate, document, and report two (2) open house style public outreach meetings.
• For more specific scope of services, see Attachment 4.

EXHIBIT “A”

SCOPE OF SERVICES
Proposal for Professional Services
Via Princessa Park
Santa Clarita, CA
Psomas Proposal No. 22-0647
August 16, 2022

Task 9: Virtual Rendering/3D Modeling
• PACE and PCLD will further refine the Via Princessa Park 3D model developed in the master planning phase of the project.
• Modeling alternate design features for public input.
• Revisions to the preliminary phase model based on feedback from public, stakeholder, and city review. • For more specific scope of services, see Attachments 4 and 5.

Task 10: Owner’s Allowance
• Allowance for contingency scope that may arise, to be used solely at the city’s discretion.

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3+00
4+00
5+00
6+00
7+00
7+75
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
1+00 2+00 2+86
1+00
2+00
2+82
1+00 2+00 3+003+05
1+00
2+00
3+00 3+15
8 LHLH
LH
LH
LH
K.P.1

XXX X X X X
5 yd5 yd5 yd

WEYERHAUSER WAYVIA PRINCESSA

WHITES CANYON ROAD

HONBY CREEK

SANTA CLARA RIVER
VIA PRINCESSA PARK CONCEPTUAL LANDSCAPE PLAN Scale: 1" = 60' 0 60 120 180 240 300 FT 1 2
3 11
4 5
15 8912
13 14
16 20
14 17
18 1
15 19
21 22
23 STORMWATER EDUCATION - EFFECTS ON CREEK ECOLOGY

ECOLOGY EDUCATION - CREEK ECOSYSTEMS

ECOLOGY EDUCATION - SMALL

ECOLOGY EDUCATION - REFLECTIVE SPACE ECOLOGY EDUCATION - SMALL WATER EDUCATION - FLOODPLAINS + WATER QUALITY, STORMWATER FLOW UNDER PLAZA

ECOLOGY EDUCATION- RIVER ECOSYSTEMS WATER EDUCATION -WATER REFILL STATION

ECOLOGY EDUCATION - ARTECOLOGY EDUCATION - ART
PARK WAYFINDING+ INFORMATION

WATER EDUCATION -WATER REFILL STATION

ECOLOGY EDUCATION - SMALL
GEOLOGY EDUCATION - PAVED PATHWAY + PAVEMENT PATTERN TO MIMIC GEOMORPHOLOGY OF RIVER.

WATER EDUCATION - WATER REFILL STATION
24 2526
27 28
29 WATER EDUCATION -WATER REFILL STATION

ECOLOGY EDUCATION - ART
30 15

ECOLOGY EDUCATION - SMALL

ECOLOGY EDUCATION - SMALL
31 31
11 29
29 32
10 18
33 33

ECOLOGY EDUCATION - SMALL
6 7
17 PUBLIC ART

PUBLIC ART

PUBLIC ART
34 SITE PLAN COLOR KEY

LOW WATER ADAPTIVE PLANTING SLOPESLOW WATER ADAPTIVE PLANTINGBIOSWALESLOW-MOW LAWNDECOMPOSED GRANITE/COMPACTED DIRTVEHICULAR CONCRETECONCRETE PAVERSNATURAL PLAY AREAPLAYGROUND LANDSCAPE AREAS + HARDSCAPES
LANDSCAPE CONCEPTUAL PLAN - FULL SITE - SITE FEATURES1.2.

3.4. 5.

6. 7.

8.9. 180' X 300' MP FIELD WITH 25' BUFFERPEDESTRIAN AND MAINTENANCE VEHICLE TUNNEL (RESTRICTED ACCESS FOR MAINTENANCE VEHICLES) WITH PUBLIC ART LIGHTING + MURALSAMENITY BUILDINGS: 8 RESTROOM STALLS + SECURITY10' TALL RETAINING WALL + MONUMENT PARK SIGN AT ENTRY "VIA PRINCESSA PARK"ENTRY GATHERING PLAZA WITH SHADE, PARK INFORMATIONAL KIOSK, PUBLIC ART + SEATINGWAYFINDING "HONBY CREEK" MONUMENT SIGN WITH EDUCATIONWAYFINDING "SANTA CLARA RIVER" PLAZA + MONUMENT SIGN WITH SHADE, SEATING + EDUCATION COMPONENTSVEHICULAR ACCESS OVER HONBY CREEKNEW EXTENDED CULVERT PER CIVIL

10.11. 12.

13.14.15. 16.17.18.

EMERGENCY VEHICLE HAMMERHEAD TURN-AROUNDSERVICE VEHICLE ACCESS LOOP DOUBLES AS BANK LINER ALONG NORTH AND WEST SIDE OF PROPERTY, ALSO SERVES AS MULTI-MODAL PATHWAY, MIMICKING THE SHAPE AND GEOMORPHOLOGY OF RIVERSSERVICE VEHICLE AT-GRADE CROSSING WITH HAMMERHEAD TURN-AROUNDSHADED PICNIC AREA (LARGE GROUPS)SHADED PICNIC AREA (STANDARD GROUP)NATURAL PLAY AREA INTEGRATED WITH STORMWATER BIOSWALES, STORMWATER COLLECTION SWALES DIRECTS STROMWATER TO BMP INTAKENATURE THEMED PLAYGROUNDAMPHITHEATER BERM SEATING WITH SHADE COVERSPORTS FIELD LIGHTING

19.20. 21.22.23.24.25.26.

27. BANK LINEREXISTING VIA PRINCESSA STATION PARKING LOT WITH 400 PARKING SPACESEXISTING RESTROOM + SECURITY FACILITYSUBGRADE INFILTRATION WELL BMPMAINTENANCE VEHICLE ACCESS ROADNEW TRASH ENCLOSURE FOR (3) 5 YD DUMPSTERSNEW BUS TURNAROUND, NEW ASPHALTNEW PARKING AISLE WITH NEW PARKING SPACES, LANDSCAPE AREAS AND NEW FENCE AROUND PERIMETERNEW PARKING STALLS

28.29. 30.31.32.

33.34. HONBY CREEK RESTORATIONLANDSCAPE AREA TO HELP PROMOTE NATURAL SUCCESSION OF PLANTING ON THE WEST SIDE OF HONBYCENTRAL ACCESSIBLE PATH WITH SHADE AND SEATWALLSNEW LANDSCAPE AREASDESERT SCRUB HYDROSEED MIX - THESE PLANTS DON'T NEED IRRIGATION AFTER ESTABLISHMENTCORDOVA ESTATES PLANTED BUFFEREXISTING STORM OUTLET 4 No. DateRevision Notes
drawn by:

EX-06 VIA PRINCESSA PARK CONCEPT PLAN
client:
plot date:
revisions:
project:

VIA PRINCESSA PARK
checked by: PCLD project #: 21-020
OF
No. DateIssue Notesissues:

File Name: 21-020_L-Project.vwx

4 23920 VALENCIA BLVD. SANTA CLARITA, CA 91355
SANTA CLARITA, CA 91321

CONCEPTUALLANDSCAPE PLAN -ENTIRE PARK

CITY OF SANTA CLARITA
461 East Main Street, Ventura, CA 93001805.644.9697 www.pc-ld.com PEDESTRIAN TRAIL CIRCULATIONWATER TUNNEL EDUCATION + ART PIECEWATER EDUCATION + PUBLIC ART OPPORTUNITY ECOLOGY + STEWARDSHIP EDUCATION + PUBLIC ART OPPORTUNITY GEOLOGY EDUCATION OPPORTUNITY

WAYFINDING

PUBLIC ART
CIRCULATION + SYMBOLOGY
PARKING TOTALSTYPE QTYExisting Parking Spaces to Remain 376New Parking Spaces Added 57TOTAL PARKING SPACES 433

475 Goddard, Suite 200 | Irvine, California 92618 | p. 949.753.7070 | www.ninyoandmoore.com

July 25, 2022
Proposal No. 04-03391
Mr. Jeff Chess
Psomas
27220 Turnberry Lane, Suite 190
Valencia, California 91355
Subject: Revised Proposal for Geotechnical Consulting Services City of Santa Clarita Via Princessa Park
City of Santa Clarita, California
Dear Mr. Chess:

In accordance with your request, we are pleased to submit this revised proposal to provide geotechnical consulting services for the City of Santa Clarita Via Princessa Park Project located in the City of Santa Clarita , California. Our original and referenced proposal, dated September 24, 2021, has been revised to incorporate updated information we recently received from PSOMAS, including review comments, updated concept planning, and scope of work task items. The Via Princessa Park is approximately 25 acres of vacant land along the south bank of the Santa Clarita River, east of Whites Canyon Road and north of the existing railroad tracks. The site is primarily undeveloped with the embankment and south bridge abutment for Whites Canyon Road occupying approximately 1 acre on the west end of the site. A drainage channel crosses the middle of the site towards the Santa Clarita River. The railroad tracks bisect the site and include station facilities, restrooms and parking.

Based on our review of the scope of work for Tasks 1.5 and 7.1, described in the referenced request for proposals dated August 31, 2021 and recent our discussions with you, we understand that the proposed work includes construction of four sports fields , lighting for the sports fields , shade canopies, playground, amenity buildings for restrooms and security, infiltrating basin s, bank protection lining, vehicular access options at four locations, pedestrian and maintenance access across the railroad right-of-way via undercrossing, service vehicle access across the railroad right - of-way at grade, and a new pedestrian/maintenance vehicle crossing over the on -site drainage channel, Honby Creek, by extending the existing culvert . Deep excavations are anticipated for the railroad right-of-way undercrossing with relatively shallow grading for the sports fields and ancillary improvements.

Ninyo & Moore | City of Santa Clarita Via Princessa Park Project, City of Santa Clarita, California | 04-03391 | July 25, 2022

Based on our review of regional geologic data and information, the site vicinity is underlain by Holocene-age flood plain deposits consisting of unconsolidated alluvial sands with silt and gravel .

Historical high groundwater levels in the site vicinity is reported at approximately 15 feet below the ground surface. As such, the site is located in an area mapped as being susce ptible to seismically induced liquefaction.

GEOTECHNICAL DESIGN SERVICES
The purpose of our geotechnical design services will be to evaluate the soil and geologic conditions for the proposed Via Princessa Park in order to prepare design and construction recommendations pertaining to the geotechnical aspects of the project. Based on our understanding of the project and our experience with similar projects, our scope of services will be as follows:
• Project coordination, planning, and scheduling for subsurface exploration. • Review of readily available background materials, including published geologic maps, groundwater data, topographic maps, stereoscopic aerial photographs, and project -related reports and/or plans provided by the client.
• Attendance of Southern California Regional Rail Authority/Metrolink railway safety training by Ninyo & Moore representatives and our subcontractors.
• A field reconnaissance to mark the proposed boring locations for utility clearance and coordination with Underground Service Alert.
• Perform subsurface exploration consisting of drilling, logging, and sampling of 18 small-diameter borings to depths between 20 and 100 feet below the ground surface to evaluate the subsurface soil conditions within the planned project limits. Two borings will be drilled to a depth of approximately 100 feet to evaluate pedestrian crossing recommendations and liquefaction at the rail road right-of-way. Four borings will be drilled to a depth of approximately 30 feet to support creek bank stabilization recommendations. One boring drilled to a depth of approximately 50 feet to evaluate creek crossing recommendations and liquefaction. The remaining borings will be drilled to a depth of between 20 and 30 feet to evaluate amenity building foundations, lighting foundations, shade canopies, vehicular access recommendations, and pavement recommendations. The borings will be logged by a representative of our firm, and bulk and relatively undisturbed soil samples will be collected at selected intervals for laboratory testing. • All borings will be backfilled with grout in accordance with County Health Department requirements and the auger cuttings spread onsite. Our current scope and fee does not include drumming and disposal of the soil cuttings.
• Cone penetrometer test soundings (CPTs) at 4 locations to evaluate the subsurface conditions to depths of between 50 and 100 feet or refusal, whichever is shallower. The CPT operations will be observed by a representative of our firm. Contin uous soil profiles, including cone tip resistance, sleeve friction, and pore pressure, will be recorded from the soundings. Shear wave velocity tests will be performed at one location and the results recorded at approximately 2 to 3 foot intervals.
• Laboratory testing of representative soil samples to evaluate in-situ moisture content and density, gradation, Atterberg Limits, expansion potential, sand equivalent, consolidation, shear strength, R-value, soil cement mixing, and soil corrosivity.

Ninyo & Moore | City of Santa Clarita Via Princessa Park Project, City of Santa Clarita, California | 04-03391 | July 25, 2022

• Compile data a nd analyze the information obtained from our background review, subsurface evaluation, and laboratory testing. Our geotechnical analyses and recommendations will include:
o Suitability of the park build for the proposed construction from a geotechnical perspective. o Description of the geology and soils anticipated during construction , including geologic hazards that may be present.
o Evaluation of the liquefaction potential at the site. o Excavation characteristics of the on -site materials, including anticipated difficult excavation and caving potential.
o Temporary shoring recommendations for deep excavation areas. o Fill material and compaction requirements, including structural backfill, select backfill of infiltration BMP facilities, bedding, pipe zone material and suitability of on-site soils for trench backfill.
o Evaluation of soil cement mixing ratios for bank protection backfill requirements. o Estimates for shrinkage/bulking during grading.
o Analysis of temporary stability of trench excavations. o Analysis of pipe design criteria, including modulus of soil reaction. o Foundation recommendations for proposed amenity buildings, vehicle and pedestrian crossings, culvert extension, light standards , shade canopies , fences and signage, and retaining walls.
o Pavement design for the vehicle and maintenance road. o Evaluation of corrosion potential of on-site soils.
• Preparation of a geotechnical evaluation report presenting our findings, conclusions, and recommendations for design and construction of the proposed project. • Design c onsultation services, including attendance of up to 6 project design team meetings , virtual and/or in-person, review of preliminary plans for rough grading and improvements, review of design level rough grading and improvement plans, including preparation of up to 5 plan review letters for design and construction of the proposed project.

ASSUMPTIONS
Based on our experience with similar projects, the following assumptions have been made in the preparation of our scope of services:
• Site access will be granted and truck-mounted drilling will be able to mobilize to the proposed exploration locations during normal working hours (Monday through Friday, 7:00 a.m. to 5:00 p.m.). If access is not provided during normal working hours, the work can be performed during weekend hours for an additional fee. We have also assumed the boring locations are accessible to standard truck-mounted drill rigs.

Ninyo & Moore | City of Santa Clarita Via Princessa Park Project, City of Santa Clarita, California | 04-03391 | July 25, 2022

• Encroachment permit fees from the City of Santa Clarita will be waived. Permit fees required to be paid by Ninyo & Moore will be in addition to our estimated fee provided in Table 1. • While our borings will be sighted outside of the railroad right-of-way, including fouling potential, crossing of the at -grade right -of-way will require flagmen during drilling. Scheduling of the flagmen will be coordinated through PSOMAS.
• Ninyo & Moore will be provided with substructure drawings indicating the locations of surface improvements (curbs, gutters, sidewalks, f ire hydrants, street light standards, traffic signals, etc.) and substructures of record in the project site vicinity at a scale of 1 inch = 40 feet. These drawings will be used to plot our proposed boring locations for permit acquisition and utility clearance. We will also be provided with plans showing the locations of existing utilities. Ninyo & Moore will not be responsible for damage to utilities not shown on the plans nor marked out by Underground Service Alert.
• Our subcontractor for drilling and exca vation services will be subject to prevailing wage requirements.
• Our geotechnical evaluation will not include any sampling, testing, or chemical analysis of soil, groundwater, surface water, or other materials for the purpose of evaluating possible hazards or risks. These services can be provided upon request as an additional scope and fee. • This proposal does not include geotechnical and materials testing services during construction.

A proposal for these services will be provided upon request.

SCHEDULE
Following receipt of the Notice to Proceed, Ninyo & Moore will commence the services described herein. Assuming that there are no delays due to inclement weather or equipment availability, we anticipate that our geotechnical field work will begin within approximately two weeks of receipt of the permits and the completed railway safety training . We anticipate our field would can be completed in five working day s. Our laboratory testing will be completed approximately three weeks after completion of the field work. Our geotechnical report will be completed approximately three weeks after completion of the laboratory testing. Preliminary design parameters can be provided upon completion of the field work and laboratory testing upon request.

FEE
We propose to pr ovide our geotechnical design services on a lump sum basis in accordance with the attached Schedule of Fees and are summarized as follow:
• Task 1.5 Geotechnical Report $ 59,412
• Task 7.1 Construction Documents (Including Task 7.1.9) $ 19,614 • Subsurface Evaluation $ 38,210
Total Fee: $117,236
Detailed breakdowns of our fees are presented in the attached Table 1.

Ninyo & Moore | City of Santa Clarita Via Princessa Park Project, City of Santa Clarita, California | 04-03391 | July 25, 2022

Ninyo & Moore appreciates the opportunity to provide this proposal and we look forward to working with you.

Respectfully submitted,

NINYO & MOORE
Matthew R. Harrell, PG, CEG, QSD
Senior Project Geologist
Kurt S. Yoshii, PE, GE
Principal Geotechnical Engineer
MRH/KSY/DBC/mlc
Attachments: References
Table 1 – Breakdown of Fee
Schedule of Fees

Ninyo & Moore | City of Santa Clarita Via Princessa Park Project, City of Santa Clarita, California | 04-03391 | July 25, 2022

REFERENCES
City of Santa Clarita, 2021, Notice Inviting Proposals, Via Princessa Park, CIP-21-22-07, August 31.

City of Santa Clarita, 2021, Updated Scope of Work, Via Princessa Park, CIP -21-22-07, received September 14.

Ninyo & Moore, 2021, Proposal for Geotechnical Consulting Services, City of Santa Clarita Via Princessa Park, City of Santa Clarita, California: Proposal No. 04 -03391, dated September 24.

Pacific Coast Land Design, 2022, Via Pr incessa Park Concept Plan, Via Princ essa Park, Santa Clarita, California, Project No. 21-020, dated March 30.

PSOMAS, 2022, Email Correspondence for Proposal Review Comments, received June 30.

Ninyo & Moore | City of Santa Clarita Via Princessa Park Project, City of Santa Clarita, California | 04-03391 | July 25, 2022 CA13

Schedule of Fees
Hourly Charges for Personnel
Professional Staff
Principal Engineer/Geologist/Environmental Scientist/Certified Industrial Hygienist ................................................ $ 195 Senior Engineer/Geologist/Environmental Scientist ................................................................................................. $ 190 Senior Project Engineer/Geologist/Environmental Scientist ..................................................................................... $ 185 Project Engineer/Geologist/Environmental Scientist ................................................................................................. $ 175 Senior Staff Engineer/Geologist/Environmental Scientist ......................................................................................... $ 150 Staff Engineer/Geologist/Environmental Scientist..................................................................................................... $ 145 GIS Analyst ................................................................................................................................................................ $ 125 Technical Illustrator/CAD Operator ........................................................................................................................... $ 103 Field Staff
Certified Asbestos/Lead Technician ......................................................................................................................... $ 185 Field Operations Manager ......................................................................................................................................... $ 125 Nondestructive Examination Technician (UT, MT, LP) ............................................................................................. $ 119 Supervisory Technician ............................................................................................................................................ $ 115 Special Inspector (Concrete, Masonry, Structural Steel, Welding, and Fireproofing) ............................................. $ 109 Senior Technician ..................................................................................................................................................... $ 108 Technician ................................................................................................................................................................. $ 103 Administrative Staff
Information Specialist ................................................................................................................................................ $ 85 Geotechnical/Environmental/Laboratory Assistant ................................................................................................... $ 80 Data Processor .......................................................................................................................................................... $ 75 Other Charges
Concrete Coring Equipment (includes technician) .............................................................................................. $ 190/hr Anchor Load Test Equipment (includes technician) ........................................................................................... $ 190/hr GPR Equipment ................................................................................................................................................... $ 180/hr Inclinometer ......................................................................................................................................................... $ 100/hr Hand Auger Equipment ....................................................................................................................................... $ 80/hr Rebar Locator (Pachometer) ............................................................................................................................... $ 25/hr Vapor Emission Kit .............................................................................................................................................. $ 65/kit Nuclear Density Gauge ....................................................................................................................................... $ 12/hr X-Ray Fluorescence ............................................................................................................................................ $ 70/hr PID/FID ................................................................................................................................................................ $ 25/hr Air Sampling Pump .............................................................................................................................................. $ 10/hr Field Vehicle ........................................................................................................................................................ $ 15/hr Expert Witness Testimony ................................................................................................................................... $ 450/hr Direct Expenses .................................................................................................................................... Cost plus 15 % Special equipment charges will be provided upon request.

Notes
For field and laboratory technicians and special inspectors, overtime rates at 1.5 times the regular rates will be charged for work performed in excess of 8 hours in one day Monday through Friday and all day on Saturday. Rates at twice the regular rates will be charged for all work in excess of 12 hours in one day, all day Sunday and on holidays.

Field technician and special inspection hours are charged at a 4-hour minimum, and 8-hour minimum for hours exceeding 4 hours.

Invoices are payable upon receipt. A service charge of 1.5 percent per month may be charged on accounts not paid within 30 days.

Our rates will be adjusted in conjunction with the increase in the Prevailing Wage Determination during the life of the project, as applicable.

The terms and conditions are included in Ninyo & Moore’s Work Authorization and Agreement form.

Ninyo & Moore | 2021 Laboratory Testing

Schedule of Fees for Laboratory Testing

SOILS CONCRETE
Atterberg Limits, D 4318, CT 204 .............................................................. $ 170 Compression Tests, 6x12 Cylinder, C 39 ................................................... $ 35 California Bearing Ratio (CBR), D 1883 .................................................... $ 550 Concrete Mix Design Review, Job Spec ..................................................... $ 300 Chloride and Sulfate Content, CT 417 & CT 422 ..................................... $ 175 Concrete Mix Design, per Trial Batch, 6 cylinder, ACI ............................... $ 850 Consolidation, D 2435, CT 219 .................................................................. $ 300 Concrete Cores, Compression (excludes sampling), C 42 ....................... $ 120 Consolidation, Hydro-Collapse only, D 2435 ............................................ $ 150 Drying Shrinkage, C 157 .............................................................................. $ 400 Consolidation – Time Rate, D 2435, CT 219 ............................................ $ 200 Flexural Test, C 78 ....................................................................................... $ 85 Direct Shear – Remolded, D 3080 ............................................................ $ 350 Flexural Test, C 293 ..................................................................................... $ 85 Direct Shear – Undisturbed, D 3080 ......................................................... $ 300 Flexural Test, CT 523 ................................................................................... $ 95 Durability Index, CT 229 ............................................................................. $ 175 Gunite/Shotcrete, Panels, 3 cut cores per panel and test, ACI ................. $ 275 Expansion Index, D 4829, IBC 18-3 .......................................................... $ 190 Lightweight Concrete Fill, Compression, C 495 ......................................... $ 80 Expansion Potential (Method A), D 4546 .................................................. $ 170 Petrographic Analysis, C 856 ...................................................................... $ 2,000 Geofabric Tensile and Elongation Test, D 4632 ....................................... $ 200 Restrained Expansion of Shrinkage Compensation .................................. $ 450 Hydraulic Conductivity, D 5084 .................................................................. $ 350 Splitting Tensile Strength, C 496 ................................................................. $ 100 Hydrometer Analysis, D 422, CT 203 ........................................................ $ 220 3x6 Grout, (CLSM), C 39 ............................................................................. $ 55 Moisture, Ash, & Organic Matter of Peat/Organic Soils ........................... $ 120 2x2x2 Non-Shrink Grout, C 109 .................................................................. $ 55 Moisture Only, D 2216, CT 226 ................................................................. $ 35 Moisture and Density, D 2937 ................................................................... $ 45 ASPHALT Permeability, CH, D 2434, CT 220 ............................................................ $ 300 Air Voids, T 269 ............................................................................................ $ 85 pH and Resistivity, CT 643 ......................................................................... $ 175 Asphalt Mix Design, Caltrans (incl. Aggregate Quality) ............................. $ 4,500 Proctor Density D1557, D 698, CT 216, AASHTO T-180 ........................ $ 220 Asphalt Mix Design Review, Job Spec ....................................................... $ 180 Proctor Density with Rock Correction D 1557 .......................................... $ 340 Dust Proportioning, CT LP-4 ........................................................................ $ 85 R-value, D 2844, CT 301 ........................................................................... $ 375 Extraction, % Asphalt, including Gradation, D 2172, CT 382 .................... $ 250 Sand Equivalent, D 2419, CT 217 ............................................................. $ 125 Extraction, % Asphalt without Gradation, D 2172, CT 382 ........................ $ 150 Sieve Analysis, D 422, CT 202 .................................................................. $ 145 Film Stripping, CT 302.................................................................................. $ 120 Sieve Analysis, 200 Wash, D 1140, CT 202 ............................................. $ 100 Hveem Stability and Unit Weight D 1560, T 246, CT 366 ......................... $ 225 Specific Gravity, D 854 ............................................................................... $ 125 Marshall Stability, Flow and Unit Weight, T 245 ......................................... $ 240 Thermal Resistivity (ASTM 5334, IEEE 442) ............................................ $ 925 Maximum Theoretical Unit Weight, D 2041, CT 309 .................................. $ 150 Triaxial Shear, C.D, D 4767, T 297 ........................................................... $ 550 Moisture Content, CT 370 ............................................................................ $ 95 Triaxial Shear, C.U., w/pore pressure, D 4767, T 2297 per pt ................ $ 450 Moisture Susceptibility and Tensile Stress Ratio, T 238, CT 371 ............. $ 1,000 Triaxial Shear, C.U., w/o pore pressure, D 4767, T 2297 per pt ....................... $ 350 Slurry Wet Track Abrasion, D 3910 ............................................................. $ 150 Triaxial Shear, U.U., D 2850 ...................................................................... $ 250 Superpave, Asphalt Mix Verification (incl. Aggregate Quality) .................. $ 4,900 Unconfined Compression, D 2166, T 208 ................................................. $ 180 Superpave, Gyratory Unit Wt., T 312 .......................................................... $ 100 Superpave, Hamburg Wheel, 20,000 passes, T 324 ................................. $ 1,000 MASONRY Unit Weight sample or core, D 2726, CT 308 ............................................. $ 100 Brick Absorption, 24-hour submersion, 5-hr boiling, 7-day, C 67 ............ $ 70 Voids in Mineral Aggregate, (VMA) CT LP-2 .............................................. $ 90 Brick Compression Test, C 67 ................................................................... $ 55 Voids filled with Asphalt, (VFA) CT LP-3 .................................................... $ 90 Brick Efflorescence, C 67 ........................................................................... $ 55 Wax Density, D 1188................................................................................... $ 140 Brick Modulus of Rupture, C 67 ................................................................. $ 50 Brick Moisture as received, C 67 ............................................................... $ 45 AGGREGATES Brick Saturation Coefficient, C 67 .............................................................. $ 60 Clay Lumps and Friable Particles, C 142 ................................................... $ 180 Concrete Block Compression Test, 8x8x16, C 140 ................................. $ 70 Cleanness Value, CT 227 ............................................................................ $ 180 Concrete Block Conformance Package, C 90 .......................................... $ 500 Crushed Particles, CT 205 ........................................................................... $ 175 Concrete Block Linear Shrinkage, C 426 .................................................. $ 200 Durability, Coarse or Fine, CT 229 .............................................................. $ 205 Concrete Block Unit Weight and Absorption, C 140 ................................ $ 70 Fine Aggregate Angularity, ASTM C 1252, T 304, CT 234 ....................... $ 180 Cores, Compression or Shear Bond, CA Code ........................................ $ 70 Flat and Elongated Particle, D 4791 ........................................................... $ 220 Masonry Grout, 3x3x6 prism compression, C 39 ..................................... $ 45 Lightweight Particles, C 123 ........................................................................ $ 180 Masonry Mortar, 2x4 cylinder compression, C 109 .................................. $ 35 Los Angeles Abrasion, C 131 or C 535 ....................................................... $ 200 Masonry Prism, half size, compression, C 1019 ...................................... $ 120 Material Finer than No. 200 Sieve by Washing, C 117 .............................. $ 90 Masonry Prism, Full size, compression, C 1019 ...................................... $ 200 Organic Impurities, C 40 .............................................................................. $ 90 Potential Alkali Reactivity, Mortar Bar Method, Coarse, C 1260 ............... $ 1,250 REINFORCING AND STRUCTURAL STEEL Potential Alkali Reactivity, Mortar Bar Method, Fine, C 1260 .................... $ 950 Chemical Analysis, A 36, A 615 ................................................................. $ 135 Potential Reactivity of Aggregate (Chemical Method), C 289 ................... $ 475 Fireproofing Density Test, UBC 7-6 .......................................................... $ 90 Sand Equivalent, T 176, CT 217 ................................................................. $ 125 Hardness Test, Rockwell, A 370 ............................................................... $ 80 Sieve Analysis, Coarse Aggregate, T 27, C 136 ........................................ $ 120 High Strength Bolt, Nut & Washer Conformance, Sieve Analysis, Fine Aggregate (including wash), T 27, C 136 ................ $ 145 per assembly, A 325 ............................................................................. $ 150 Sodium Sulfate Soundness, C 88 ............................................................... $ 450 Mechanically Spliced Reinforcing Tensile Test, ACI ................................ $ 175 Specific Gravity and Absorption, Coarse, C 127, CT 206 ......................... $ 115 Pre-Stress Strand (7 wire), A 416 .............................................................. $ 170 Specific Gravity and Absorption, Fine, C 128, CT 207 .............................. $ 175 Reinforcing Tensile or Bend up to No. 11, A 615 & A 706 ....................... $ 75 Structural Steel Tensile Test: Up to 200,000 lbs., A 370 ......................... $ 90 ROOFING Welded Reinforcing Tensile Test: Up to No. 11 bars, ACI ....................... $ 80 Roofing Tile Absorption, (set of 5), C 67 ..................................................... $ 250 Roofing Tile Strength Test, (set of 5), C 67 ................................................ $ 250

Special preparation of standard test specimens will be charged at the technician’s hourly rate.

Ninyo & Moore is accredited to perform the AASHTO equivalent of many ASTM test procedures.

September 29, 2021 Submitted By:

AnnaMaria Sanchez
480-561-3907
[email protected]
Client: Psomas
Attn: Vincent Lungari
Project: 19201 Via Princessa, Santa Clarita, CA

GPRS appreciates the opportunity to provide this proposal. I encourage you to visit our website ( www.gprsinc.com) and contact any of the numerous references listed. Our insurance certificate and W -9 can also be downloaded here. Please feel free to contact me if you have any questions, or if you need additional information.

SCOPE OF WORK
We understand the scope to be to search for underground utilities in the area outlined in red, appro ximately 11 acres, as shown in the image provided by the client on page 2. We will attempt to trace any utilities for which there are structures visible from the work area. Utilities will be marked on the surface using paint, flags, or other appropriate means. The client will be responsible to provide drawings or notify GPRS of any utilities known to be entering the work area for which there are no apparent surface features or structures that are visible from the work area. The areas should be laid out, marked, and cleared of obstructions prior to our arrival in order to avoid additional charges. Please visit www.simspec.org for an overview of our industry -leading best practices that will be applied to this project.

POTHOLING
The scope of work will also consist of potholing (10) locations. At this time, potholing locations are unknown

EQUIPMENT
• Underground Scanning GPR Antenna. The antenna frequencies range from 250 MHz-450 MHz is mounted in a stroller frame which rolls over the surface. The surface needs to be reasonably smooth and unobstructed in order to obtain readable scans. Obstructions such as curbs, landscaping, and vegetation will limit the feasibility of GPR. The data is displayed on a screen and marked in the field in real time. The total depth achieved can be as much as 8’ or more with this antenna but can vary widely depending on the types of materials being scann ed through. Some soil types such as clay may limit maximum depths to 3’ or less. As depth increases, targets must be larger in order to be detected and non -metallic targets can be especially difficult to locate. Depths provided should always be treated as estimates as their accuracy can be affected by multiple factors. For more information, please visit: Link • Electromagnetic Pipe Locator. The EM locator can passively detect the signals from live AC power or radio signals travelling along some conductive utilities. It can also be used in conjunction with a transmitter to connect directly to accessible, metallic pipes, risers, or tracer wires. A current is sent through the pipe or tracer wire at a specific frequency and the resulting signal can then be detected by the receiver. A utility’s a bility to be located depends on a variety of factors including access to the utility, conductivity, grounding, interference from other utilities, and many others. Depths provided should always be treated as estimates as their accuracy can be affected by multiple factors. For more information, please visit: Link • Traceable Rodder. The rodder has a copper wire encased in fiberglass. The line is pushed through accessible pipes before placing a current on the wire and the signal is then traced from the surface. The maximum traceable depth is 10’ depending on the soil conditions and t he maximum distance is 200’.

The line can be pushed through a pipe with direct access such as a sewer line at a cleanout or a storm drain catch basin. It may not be able to be pushed through deeper pipes within manholes. Electrical conduits will not be accessed by GPRS. The signal cannot be located through metallic pipes. For more information, please visit: Link
• GPS. This handheld GPS unit offers accuracy down to 4 inches, however, the accuracy achieved will depend on the satellite environment at the time of collection and should not be considered to be survey-grade. Features can be collected as points, lines, or areas and then exported as a KML/KMZ or overlaid on a CAD drawing. For more information, please visit: Link

Underground Utility +

MAP OF SCAN AREA

PROJECT COSTS

SERVICE DESCRIPTION PRICE
SCANNING/FIELD MARKINGS Described on Page 1 Prevailing Wage $16,000 POTHOLING SERVICE Potholing Services – (10) Locations

Item Qty Unit Price Total Mob/Demob 4 $1,040 $4,160 Daylighting 4 $2,438 $9,752 “Soft Terrain” 1 $650 $650 track matt’s
for soft soil conditions
PW – 8 hrs onsite 4 $1,235 $4,940 (2-man crew)
Per Diem Air Knife 4 $455 $1,820 SCRRA Training (2) 3 $618 $1,854 men

Additional Fees (as needed)
Saw Cut up to 24”x24” $104
Sand/Gravel Backfill $17
Asphalt Cold Patch $20
Roll of Visquine $195 * to protect under equipment
Portable Restroom Rental $593
(including pickup and delivery)
PW-Per Man OT $260
Cancellation Fee $1,950
$23,176
MOBILIZATION Included Included
GPS MAP Findings will be collected with GPS and displayed with an aerial image background.

Results are not survey-grade accuracy. See example: Link Included EST TOTAL *Preliminary estimate based on the information provided at the time of this proposal. Cost subject to change depending on actual site conditions, pothole locations, and restoration requirements.
*$39,176

OPTIONAL SERVICES (INITIAL IF DESIRED)
FORMAL REPORT Detailed report of findings with photos, example data, and a site sketch (if applicable) in addition to the basic summary report that is included with every job. See example:

Link
Initial___ $600
CAD DRAWING Findings will be drafted in CAD with an aerial image background. A linework version will also be provided if the client provides an existing drawing. Results are not survey- grade accuracy. See example: Link
Initial___ $2,950

 This price assumes that we will be given access to perform the work during normal, weekday business hours (7am-5pm).  As-builts and any other applicable drawings should be made available to GPRS prior to the project if possible.  A thorough utility search can only be completed if GPRS is given access to all utility structures, interior and exterior. This service is never a replacement for the use of the state One Call system (811).
 All of our technicians have OSHA-10 safety training or greater. Site-specific safety training is not included in this quote. Please notify us if this project requires additional safety training.

EXHIBIT 1 – POTHOLING

Assumptions
1 ) This IS a prevailing wage job.
2 ) Traffic Control will be provided by client if required. 3 ) If refusal is encountered, the project may be continued on a time and material basis or at GPRS discretion. 4 ) Client is responsible for site access.
5 ) Client will provide Porta Potty or restroom facilities. GPRS can provide Portable Restrooms at an additional cost if need be. 6 ) There is a $1500.00 cancellation fee for projects cancelled less than 48 hours from scheduled start time. 7 ) Add an additional $1500 per day per rig for drilling on the weekend or at night. 8 ) Water will be made available by Client
9 ) GPRS can park equipment and stage all materials onsite during the duration of the project. 10 ) Client will survey and mark locations, call dig alert and add GPRS to the Dig Alert Ticket at least 48 hours prior to GPRS mobilizing onsite. 11 ) GPRS is a non union drilling company. This bid does not include any additional union fees or costs necessary to enroll employees in the union. This would be done at an additional cost if needed.
12 ) Any site specific training will be billed at $350 per hour if needed. 13 ) All changes to original scope will be subject to additional project costs 14 ) 48-hour cancellation fee applies
15 ) All locations to be backfilled with soil cuttings

WAIVER OF HAND AUGERING/ AIR KNIFING REQUIREMENTS
It is GPRS policy to clear borings using either hand augers or air knifing to a depth of at least 5 feet below ground surface (bgs) prior to advancing the borings. By signing this document, Client specifically waives this requirement. In addition, Client expressly agrees that, in the event any underground utilities or other structures, materials or items are encountered from 0 to 5 feet bgs, Client assumes all responsibility for any damage to such utilities, structures, materials or items. Client further agrees to indemnify and save harmless ABC Liovin Drilling, Inc from any and all costs, expenses, damages, charges, claims, demands or l iabilities whatsoever, arising from any damage to underground utilities, structure, materials or items occurring between 0 to 5 feet. By signing this document, Client Representative warrants and represents that he or she has express authority to bind Client to this document.

This proposal is subject to the General Terms and Conditions for Services of Ground Penetrating Radar Systems, LLC posted at Link (the “Terms and Conditions”) and is hereby incorporated by reference into and made a part of this proposal. Customer acknowledges it has read and agrees to be bound by such Terms and Conditions. In the event of any conflict between the terms of this proposal and the Terms and Conditions, the Terms and Conditions will preva il. Customer also acknowledges that Ground Penetrating Radar Systems, LLC may, from time to time and at its discretion, modify the Terms and Conditions and Customer agrees to be bound by such Terms and Conditions as modified.

PROPOSAL-SPECIFIC TERMS & CONDITIONS

1. Customer agrees to meet and perform all requirements described in this document and has fully read and understands all items listed within this document.

2. It is the customer’s responsibility to prepare the site for scanning, including clearly identifying areas to be scanned, securing access to all areas required for scanning, and keeping these areas clear and free of obstructions. Delays caused by customer’s failure to do so may result in an increased price.

3. GPRS does not conduct an investigation, analysis, or interpretation of soil composition, soil/concrete conditions, or geophysical, geological, engineering, or land surveying information. Customer acknowledges it understands that we are merely reporting retrieved data and that we do N OT provide geophysical, geological, engineering, or land surveying services. Customer should contact a professional in those fields if such services are needed.

4. If for some reason the technician arrives on site and the work is cancelled there will be a charge of $500.00 per requested technician.

ACCEPTED AND AGREED:

Billing Company Name:

Billing Address:

Company Phone/Email: PO#: Job#:

Print Name: Signature Date:

811 Wilshire Blvd, Suite 1820 P : (213) 627 - 0044 F: (714) 734 - 8755 Los Angeles, CA 90017 www.railpros.com
August 30, 2022

Project:   CIP‐21‐22‐07 – City of Santa Clarita ‐ Via Princessa Park

Subject:   Scope  and  Fee  Proposal  for  Professional  Engineering  Services  –  30%  Through  Bid Support

City of Santa Clarita
23920 Valencia Boulevard
Santa Clarita, CA 91335

To Whom It May Concern:

RailPros is pleased to
provide you this cost proposal for Professional Engineering Services for the Concept Design and Studies on Via Princessa Park in the City of Santa Clarita. This proposal is based on the details in RFP # CIP‐ 21‐22‐07 and comments from the City and Prime in March.

RailPros  is  proposing
to  provide  the  following  services  for  the  portions  covered  only  in  the Railroad Right‐of‐Way and South of the Railroad Right‐of‐Way. - Project Management & Stakeholder Coordination
- Plans, Specifications, and Estimate (PS&E) ‐ Preliminary and Final Design - Bid Support
Optionally, at City’s request, RailPros can provide these services (excluded herein):
- Construction Support (Design Services During Construction)

RailPros proposes to complete this work on a time and materials based on the Fee Breakdown attached. All work herein is limited to the hours and costs shown on the Fee Breakdown attached.

The Scope of Work and Cost Estimate attached
hereto and made apart here of this proposal
shall be valid for 100 days from the August 30, 2022. RailPros can start work within 5 days of receiving a formal notice to proceed (NTP).

Sincerely,

Doug Sawyer      Danielle Libring
Senior Vice President      Project Manager
RAILPROS, INC.

811 Wilshire Blvd, Suite 1820 P : (213) 627 - 0044 F: (714) 734 - 8755 Los Angeles, CA 90017 www.railpros.com
Scope of Work
Document Research and Review
Site Visit
RailPros team will perform site visit during the final design to confirm physical features of the existing station and at‐grade pedestrian and private vehicular crossings.

Activities and Deliverables
 Activities:
o Perform site visit
 Deliverables:
o Site visit pictures and summary notes
Task Assumptions
o Assume  that  RailPros  will  study  and  examine  the  south  side  of  the  project  (South  of Railroad Right of Way, the north side will be performed by others) o Assumes one (1) full day for each site visit
o Assumes (1) total site visits
Project Management & Stakeholders Coordination
RailPros’ Project Manager will lead the station technical efforts, including supporting the Prime’s direction of Station consultants.

The Project Manager shall conduct, oversee and manage the performance of the work including:
o Coordination of the development of the overall work tasks o Management of the Station schedule, budget, staff resources o
Reporting work progress and schedule updates to the Client Project Manager o Attending Project Development Team (PDT) meetings.

Prior to the start of work, the RailPros Team will furnish the Station consultants the appropriate SCRRA forms, manuals, and criteria to ensure uniformity of all project documents.

2.1 PDT Meetings
Meetings – PDT
RailPros  will  attend  Project  Development  meeting  with  the  city  and  other  stakeholder  as requested.

Activities and Deliverables
 Activities:
o Attend PDT meetings
 Deliverables:
o None

811 Wilshire Blvd, Suite 1820 P : (213) 627 - 0044 F: (714) 734 - 8755 Los Angeles, CA 90017 www.railpros.com
Task Assumptions
 Assume the project duration is 24 months for final design and 4 month bid support with monthly PDT meetings (20 total PDT meetings)
o Assumes that RailPros will attend all of these virtually  Assumes RailPros Station Lead or Discipline Lead will attend meetings  Assumes all agenda, attachments/prints, and meeting minutes will be completed and provided by the Prime.
 Excludes preparation and  minutes review

2.2 Overall Project Management and Coordination
As the lead for the station design, RailPros will provide a general project management of the station’s side, that includes coordinating with the architecture and MEP consultants on upgrades for the station platform and tunnel (Restroom will be coordinated by Prime). The station project management  task  will  include  project  controls  such  as  tracking  budget,  scope  and  schedule.

RailPros  will  adhere  to  the  QA/QC  plan  that  meets  SCRRA’s  Quality  Management  Plan Requirements.  RailPros  will  attend  technical  meetings  with  City  staff  and  participate  in Prime/Consultants design meeting and other agencies and stakeholders.

Activities and Deliverables
 Activities:
o Project Controls‐ Cost, Scope, Quality,
Risk,QA/QC
o Coordinate design process with design team and park design team o Attend Technical meetings
o Attend Prime/Design Team Meetings
o
 Deliverables:
o N/A

Task Assumptions
o RailPros assumes our standard QA/QC Plan can be used for this project o Assumes SCRRA’s Quality Control Process will be acceptable to the City for the station work
o Assumes CADD file within SCRRA ROW will follow SCRRA CAD standards and preferred CADD software
o Assumes
any survey conversions, base file, topo or any conversions to be an SCRRA format will be prepared by others unless otherwise noted o RailPros to review and provide agenda and minutes and provide comments as applicable o Coordination with architecture include overseeing the work, but necessary formal plan checking, Assumes the prime consultant will take the plan checking responsibility o Assume sixteen (16) technical City meetings
o Assumes that RailPros will attend technical meetings virtually

811 Wilshire Blvd, Suite 1820 P : (213) 627 - 0044 F: (714) 734 - 8755 Los Angeles, CA 90017 www.railpros.com
o Assumes twenty four (24) City/Prime/Design Team meetings o Assumes that RailPros will attend all Prime team coordination meetings virtually o Assume Prime/Design virtual meeting are 30 min meetings o Assumes RailPros Station Lead or Discipline Lead will attend meetings o Assumes all agenda, attachments/prints, and meeting minutes will be completed and provided by the Prime.

Exclusions
o Flagging/RWIC Services
o Developing ROE Permit Forms/Application (these will be filled out by others) o Contaminated Soil Investigation and Report
o Excludes Division of state architect approval (assumes it is not required) o Excludes Monthly Progress Report Input

2.3 Schedule
RailPros will provide input to the schedule updates on the work performed in the railroad right‐ of‐way and on the south side of the project
Activities and Deliverables
 Activities:
o Provide input to schedule updates as requested
o Notify the City for any delay in permits and reviews
 Deliverables:
o Schedule input as requested (Schedule prepared by others)

2.5 Stakeholder Related Tasks
RailPros will coordinate the underpass design and construction work with SCRRA, CPUC, Metro and private crossing owner, wet utility owners, County, Fire Department, etc. The coordination will  include  diagnostic  meeting  and  prediagnostic  meeting,  CPUC  documentation  and  CPUC application and private crossing license and lease agreements, Construction and maintenance agreements, station agreement and Railroad signal coordination, identifying TCE, and develop any requests for special Design consideration forms on behalf of the City.

Activities and Deliverables
o Subtask 2.5.1: Coordinate with SCRRA on right of entry permits (survey, geotechnical, potholing, infiltration)
o Subtask 2.5.2: CPUC Diagnsotic Meeting & GO 88‐B Application o RailPros  will  assist  the  City  with  California  Public  Utilities  Commission  (CPUC) coordination which include preparing exhibits for the diagnsotic meeting, formal application, and the at grade pedestrian crossing closure o Prepare necessary Diagnostic meeting and prediagnostic exhibits and documents o Coordinate with stakeholders to set up a diagnostic meeting date o Attend the diagnostic meeting in the field  (including preparing agenda, meeting minutes)

811 Wilshire Blvd, Suite 1820 P : (213) 627 - 0044 F: (714) 734 - 8755 Los Angeles, CA 90017 www.railpros.com
o Prepare and file diagnostic meeting minutes
o Revise and incorporate diagnostic meeting minutes comments o Address comment for the diagnostic meeting and revise the design accordingly o Coordination with CPUC on closure of the existing at grade pedestrian crossing o Subtask 2.5.2: Licenses, Agreements and Leases Preparation o Review and Support the Metro license agreements and exhibits (by others) o Provide technical review of the Underpass Construction and Maintenance agreement (by others)
o Provide technical review of the Station Construction and Maintenance agreement (by others)
o Provide technical review of the Private Crossing license, lease and Construction and Maintenance agreement (by others)

o Subtask 2.5.4: Stakeholder General Coordination
o RailPros will lead and support the City with all stakeholders coordination (related to  railroad  items  only).  The  stakeholders  will  include  (Metro,  County,  private crossing owner, County Fire department, private business, Honby Creek, County Basin, etc)
o Preparing meeting agendas and meeting minutes
o Subtask 2.5.5: Coordinate Railroad signal with SCRRA at each submittal stage o Subtask 2.5.6: Prepare SCRRA Request for Special design Considerations (DPM form 13) o Deliverables:
o Stakeholders meeting agenda, exhibits, and formal meeting minutes o Prepare five (5) SCRRA DPM form 13 Requests
o CPUC Diagnostic and Prediagnostic meetings agendas, exhibits, and formal meeting minutes
o Prepare one GO 88‐B for the underpass and removal of the at‐grade ped crossing

Task Assumptions
o Assumes City will lead all public outreach meetings and coordination with private crossing owner, private businesses, Honby Creek, County Basin and County Fire Department
o Assumes a total of five (5) right of entry permits are required for the project (geotechnical, survey, potholing and infiltration basin work) o Assume five (5) total SCRRA special Design Consideration Requests with two (2) iterations each
o Assumes twenty four (24) general stakeholders meetings (held virtually) o Assumes one (1) field diagnostic meeting will be required o Assume one (1) prediagnostic meeting will be required (held virtually) o Assumes no FRA Coordination
o Assumes technical support only in developing all agreements, leases, and licenses

811 Wilshire Blvd, Suite 1820 P : (213) 627 - 0044 F: (714) 734 - 8755 Los Angeles, CA 90017 www.railpros.com
o Assumes no meeting agenda is required for City council meetings or property owner discussions
o All hours are limited to the amount shown on the fee breakdown

Exclusions
o Excludes Park related items coordination
o Excludes geotechnical services (provided by others)
o Excludes potholing services (provided by others)
o Excludes
survey services (provided by others)
o Assumes there are no impacts to the existing SCRRA MPLS connection to the ticket vending machines
o Excludes Basin Storm Drain Modifications Coordination (provided by Prime) o Excludes FRA coordination or meetings
o Excludes preparing legal description, exhibits maps (survey and legal description), and closure calculations for all agreements (provided by others) o Excludes Form G with CPUC (will occur after construction CEQA Support

5.3 Environmental Review

RailPros will provide minor support through the environmental process.

Activities
 Minor as‐needed coordination and answering any questions (limited to the hours in fee matrix)
Exclusions
 Participating in public scoping meetings (virtually or in‐person)  Stakeholder coordination related to environmental scope of work (by others)  Preparing exhibits, writeups (prepared by others)
Task 6-7: Plans, Specifications and Estimate (PS&E) (Preliminary and Final Design)
During this phase, RailPros will advance and build on the decisions made during the Conceptual Design and Studies phase of the project, provide a construction cost estimate, quantities, calculations, reports, exhibits and furnish specifications and special provisions as they relate to work performed by RailPros. The RailPros team will prepare PS&E documents and provide the necessary deliverables at each specified design milestone. Plans will be prepared, reviewed, and approved in phases based on the construction phasing prepared by the Consultant and approved by the City and SCRRA.

811 Wilshire Blvd, Suite 1820 P : (213) 627 - 0044 F: (714) 734 - 8755 Los Angeles, CA 90017 www.railpros.com
 Deliverables:
o Basis of Design Report
o 30% Plans and Estimate
o 60% Plans, Specifications, and Estimate
o 90% Plans, Specifications, and Estimate
o 100% Plans, Specifications, and Estimate
o Final Plans, Specifications, and Estimate
General Sheets
RailPros team will develop General Sheets Plans (Railroad related only). The general sheets will include an overview of the project sheets, sheet count, general notes from City and Railroad owners, as well as any directions or special considerations to the contractor

Activities and Deliverables
o Activities:
o Prepare General Sheet Plans
that are detailed include project overview sheets
and general notes, vicinity and project location maps
o Deliverables:
o General Sheet and Plans
Task Assumptions
o Assumes General Sheets will be prepared per SCRRA DPM form 34 and form 35 o Assumes SCRRA General notes will govern the work performed within the SCRRA ROW Exclusions
o Park general sheet plans (provided by others)
o Non‐rail fiber design/coordination through the underpass

Construction Phasing and Constructability
RailPros team will develop Construction and Phasing Plans to accomplish all construction rail‐ related improvement plans in accordance with engineering standards and the typical construction approach of SCRRA and the recommended practices of the American Railroad Engineering and Maintenance of Way Association (AREMA). In addition to the Phasing Plans, the RailPros team will provide a Constructability review of plans during the 90%, 100%, and Final plan phases. Phasing plans and Constructability review will take into account approved and accepted methods with SCRRA, minimal disturbance to the railroad operations and Via Princessa Station users and Metrolink train riders.

Activities and Deliverables
o
Activities:
o Prepare Phasing Plans that are detailed and to scale that define the limits and type of work at each phase and work windows required work windows

811 Wilshire Blvd, Suite 1820 P : (213) 627 - 0044 F: (714) 734 - 8755 Los Angeles, CA 90017 www.railpros.com
o Discussion and determination of acceptable work windows with SCRRA o Identify proposed laydowns areas limits
o Constructability Analysis to confirm feasible construction technology and simplify the design in order to minimize cost and meet the schedule o Deliverables:
o Phasing Plans (in detail and to scale)
 SCRRA Phasing and Work windows meeting agenda and meeting minutes o Constructability Review
 Provide 90%,100%, and Final Constructability review
Task Assumptions
o Assumes Phasing plans to be to scale and may not include all details (major work elements and work activities that affect limits)
o Assumes 1 meetings to gain consensus with SCRRA on the work windows (held virtually) o Assumes 1 field meetings to confirm existing features and phasing plans o All hours are limited to the amount shown on the fee breakdown Exclusions
o Park phasing plans (provided by others)
o Constructability review of the park‐related elements (provided by others)

Station Civil
RailPros team will develop final plans, specifications and estimates to bid for the vehicular and pedestrian underpass. Design will include ramps and tunnel layout and profiles, the pedestrian walkways and pedestrian ramps, parking stalls relocations and modifications. RailPros team will develop relocation storm drain plans for the 30” RCP that conflicts with the proposed Underpass Ramps.

Activities and Deliverables
o Activities:
o Site Civil Plans
 Rough and Fine Grading (including earth work calculations)  Tunnel and Ramps Plans (including layout, profiles, cross sections, pedestrian walkway, sump pump)
 Prepare Quantities, specification, quantities, and engineers estimate o Private Access vehicle rehabilitation
plans (if needed)
 Rough grading and Fine Grading (including earth work calculations)  Rehab Plans (including layout, cross‐section, profile, concrete panels, drainage)
 Prepare Quantities, specifications, quantities, and engineers estimate o Review Potholing Plan and Report (Pothole Report and Plan are prepared by others)

811 Wilshire Blvd, Suite 1820 P : (213) 627 - 0044 F: (714) 734 - 8755 Los Angeles, CA 90017 www.railpros.com
o Studying and evaluating the recommended upgrades for the station and platform to bring to current Metrolink standards, rough order of magnitude construction estimating using comparable stations for estimating (limited to the hours provided in the fee breakdown)
o Deliverables:
o Site Civil PS&E (grading, layout, cross section, profiles, walkway, ramps) o Private Access Vehicle Rehab Plans PS&E (grading, profiles, layout, cross sections)
Task Assumptions
o Assumes tunnel will drain north and sump pump will be used to pick drainage to park site where it will be picked up by park drainage plans. o Assumes City has obtained consensus with SCRRA on the vehicle crossing o Assumes update to vehicle crossing will include (concrete panel, concrete ties) o Assumes no further modifications to the parking lot beyond the improvement needed from the grade crossing constructions
o Assuming no parking lot reconfiguration (no bus turnaround, site improvements are limited to the tunnel and pedestrian ramps)
o Assumes rough order magnitude construction estimating for studying and evaluating upgrades needed for the station and platform to bring to current Metrolink Standards o Assumes one rough exhibit to call out general areas where the design is deficient from current standards.
o Assumes City has obtained consensus on County Parcel easement o All hours are limited to the amount shown on the fee breakdown Exclusions
o Excludes Park rough grading and fine grading (provided by others) o Excludes Storm Drain Relocation plans (prepared by others) o Excludes Parking Lot Improvements Plans (including relocation of ADA parking stalls, resurfacing, overall parking layout will be prepared by others) o Excludes design, quantity takeoffs, detailed estimating, and reports for studying and evaluating the necessary upgrades to bring station to Metrolink current standards o Excludes studying ADA deficiency Audit Report, ADA audit of the restroom building and all associated documentation (prepared by others)
o Excludes Station communication design and video surveillance o Excludes BMP and Park BMP (provided by others)
o Excludes preparation of SWPPP, SUSMP,H&H (provided by others) o Excludes review of Hydrology and Hydraulics Report (H&H), Storm Water Pollution Prevention Plan (SWPPP), and Standard Urban Stormwater Mitigation Plan (SUSMP) (all three are prepared and will be reviewed by others)
o Excludes Access Road improvements to the park beyond the north of tracks o Excludes design changes to the Honby Creek Culvert

811 Wilshire Blvd, Suite 1820 P : (213) 627 - 0044 F: (714) 734 - 8755 Los Angeles, CA 90017 www.railpros.com
o Excludes preparing Certified Access Specialist Program (CASp) Report (prepared by others)
o Excludes EV charging ready stations (infrastructure and other related elements to be provided by others)
o Excludes Coordination with private businesses on Weyerhauser Way o Excludes Station/Park wet utilities PS&E, Reports, Calculations (by others) o Excludes composite utilities PS&E, Reports, Calculations (by others) o Excludes Offsite Improvements:
 Weyerhauser Way Improvements plans (including layout, profiles, ramps, cross walks, etc.)
 Prepare Quantities, specification, quantities, and engineers estimate Trackwork
RailPros team will develop rail related improvements plans and submittals in accordance with the engineering standards of SCRRA, the recommended practices of the American Railroad Engineering and Maintenance of Way (AREMA) and the requirements set forth the general order of the CPUC.

Activities and Deliverables
o Activities:
o Prepare track alignment
design plans and profiles for the underpass area
(including removal of existing at grade pedestrian crossing)  Typical Sections with station limits
 Plan and profile sheets including tabular presentation of curve data (track no., curve no., degree of curve, overall length, superelevation, spiral length, passenger speed and unbalance, freight speed)
 Earthwork cross‐sections
 Engineering calculations
o Prepare specific design standards, specifications, quantity take off and cost estimate
o Update existing vehicle crossing surface to meet SCRRA standards o Track Chart updates
o One comment resolution meeting per milestone submittal o Deliverables:
o Track Alignment Plans
o Vehicle crossing update

Task Assumptions
o Assumes SCRRA DPM‐34 Design Scope Matrix requirements for milestone submittal will be the requirement and processes followed
o Assumes no shoofly is required for this project
o Assumes no double track alignment at this stage

811 Wilshire Blvd, Suite 1820 P : (213) 627 - 0044 F: (714) 734 - 8755 Los Angeles, CA 90017 www.railpros.com
o Assumes 1 site visit to confirm existing conditions and key features

Station At-Grade Closure Crossing Modifications
RailPros team will develop the reconfiguration plan of the existing ped at‐grade crossing and address site circulation accordingly as this crossing is closed.

Activities and Deliverables
o Activities:
o Prepare at grade pedestrian crossing closure traffic related items o Prepare railroad related signage and removal of existing conflicting signage o
Prepare railroad related signage for the existing at grade vehicular crossing (if needed)
o Remove ADA ramps and re‐grade the access ramps
o Remove the asphalt crossing panels in the track area, Re‐grade, and address minor drainage as needed
o Fencing modifications
o Deliverables:
o Signing and Striping Plans (including layouts, details, specifications) o Civil and Grading PS&E (layouts, profiles, demolition, cross sections, fencing , details..etc)
Exclusions
o Assumes no retaining wall is needed when the at‐grade asphalt crossing panels are removed.
o Excludes utility pole modifications (will be prepared by others)

Structures- Underpass Only and Platform Connection
RailPros team will develop the underpass plans, that includes structural calculations, reports, cross sections and profile, as well as the structural type selection documentation. RailPros under this task will provide review and provide input to the geotechnical report findings.

Activities and Deliverables
o Activities:
o Review and provide input only on the geotechnical report (provided by others) o Structure Type selection
o Underpass Plan (plan layouts, cross sections, profiles, structural calculations, reports)
o Deliverables:
o Underpass Only and Platform Connection Structure Plans o Structure Type Selection Documentation

811 Wilshire Blvd, Suite 1820 P : (213) 627 - 0044 F: (714) 734 - 8755 Los Angeles, CA 90017 www.railpros.com
Task Assumptions
o Assumes SCRRA bridge length and width will be set with client before commencing work o Assumes SCRRA beams 33 feet will be used for superstructure (longer beam will be evaluated separately for girder design)
Exclusions
o Excludes double tracking for the station at this stage o Excludes Culvert extension calculations
o Excludes structural calculation for Station restroom expansion (prepared by others) o Excludes structural design and calculations for canopy and station platform o Excludes Geotechnical report (prepared by others)
PS&E Submittal Requirements Comment Resolution
RailPros will conduct comment resolution with all necessary stakeholders to work through any conflicting comments together to expediate the process for all the design plans. The team will support the QA/QC and comment resolution process established in the project work plan

Activities and Deliverables
o Activities:
o Submittal Compilation
o Quantity Backup Documentation
o Easements and ROW Documentation
o Overall Submittal Quality Assurance (QA)
o Design Submittal Report
o Specifications Compilation
 SCRRA Division 01 Specifications will be used as the base specifications for both the roadway and rail elements.
o Participate in eighteen (18) Comment Resolution Meetings with all necessary stakeholders at each submittal stage (5 submittals)
o Coordinate and participate in Design Technical Coordination issues and resolutions with SCRRA, UPRR (limited to hours herein)
o Deliverables:
o Submittal Letter (DPM Form 22)
o Design Review Comment Matrix (DPM Form 31) and provide all responses o Cost Estimate Compilation:
 Project Estimate (DPM Form 15)
 Engineer’s Estimate (DPM Form 16)
 Schedule of Quantities and Prices (DPM Form 18)
o Matrices:
 Support Permit Matrix (DPM Form 21‐ prepared by others)  Support Qualitative Risk Matrix (prepared by others)
o Checklists/Lists:

811 Wilshire Blvd, Suite 1820 P : (213) 627 - 0044 F: (714) 734 - 8755 Los Angeles, CA 90017 www.railpros.com
 Standard Specification Checklist (DPM Form 34)
 Standards Drawing List (RailPros format)
o Calculations:
 Structural
o Compile and submit all Requests for Special Design Consideration (DPM Form 13) o Prepare five (5) exhibits for technical issues and resolutions Task Assumptions
 Assumes total of five (5) exhibits with two (2) iterations to help with design technical issues and resolutions
 Comments will be resolved prior to or during this meeting to allow design to continue.  Coordination and development of documentation are limited per the fee breakdown.  PS&E will be developed in line with SCRRA DPM requirements and guidance documents  Assumes City will acquire the necessary City approval on the plans (related to Railroad items)  and  construction  and  maintenance  agreements  on  the  station’s  side,  which includes coordinating with Metro, County, SCRRA, CPUC, private crossing owners, private nearby businesses and  City staff. RailPros will include support on the SCRRA submittal forms and assistance to the city (limited to hours in the fee breakdowns) Exclusions
o Excludes System and Electrical reports
o Excludes architecture plans, reports, calculations or landscaping plans, reports and calculations
o Excludes geotechnical report, Noise and Vibration report, Potholing report, Traffic Management Plan and Park drainage plans (provided by others) o Constructability review of the park‐related elements (provided by others) o Design Interface Matrix (DPM Form 14)
o Materials List (DPM Form 17)
o Design Checklists (DPM Forms 23‐29)
o Bid Quantity Items Checklist (DPM Form 35)
o Utilities Matrix (DPM Form 19) (provided by others)

7.2 Easement Preparation

Activities and Deliverables
o Identify and support the City with all railroad TCEs (including meeting with Railroad Owners and discussions, limited to the hours herein)
o Deliverables:
o Temporary and Permanent Easement exhibits (used for discussions with property owners)

Task Assumptions

811 Wilshire Blvd, Suite 1820 P : (213) 627 - 0044 F: (714) 734 - 8755 Los Angeles, CA 90017 www.railpros.com
o Assumes technical support only in developing all agreements, leases, licenses, easements
o Assumes no meeting agenda is required for City council meetings or property owner discussions
o Assumes City will lead all public outreach meetings and coordinate with private crossing owner
o All hours are limited to the amount shown on the fee breakdown Exclusions
o Excludes preparing legal description, exhibits maps (survey and legal description), and closure calculations for all agreements (provided by others) o Excludes preparing Metro license agreements, SCRRA cosntruction and Maintenance agreements (will be coordinated between agencies and City)

7.3 Approvals and Permits
Activities and Deliverables
o Support City in acquiring Railroad Approval (limited to the hours herein) and reviewing SCRRA Approval Form
o Deliverables:
o N/A
Exclusions
o Excludes coordination with Railroad owners on plan approvals (will be prepared by City)

7.4 Bid Meeting and Support
RailPros  team  will  support  the  City  during  the  bidding  process,  answer  bidders’  questions, prepare  design  addendums,  assist  the  City  with  bid  evaluation  and  contractor  selection recommendation
Activities and Deliverables
o Attend Pre‐Bid conference. RailPros will attend the pre‐bid conference o Overall project management and project control during bid support o Assist the City in responding to Bidders Questions during the bid period o Develop a contract addendum (if necessary) to help during the bid period o Assumes total bid support is 4 months
o Deliverables:
o Prepare one (1) Contract Addendum affecting 3 sheets during the bid period (limited to hours herein)
o Complete SCRRA DPM Form 29‐ Bidding and Documents Checklist Task Assumptions
o All hours are limited to the amount shown on the fee breakdown o Assumes total bid support is four months

811 Wilshire Blvd, Suite 1820 P : (213) 627 - 0044 F: (714) 734 - 8755 Los Angeles, CA 90017 www.railpros.com
o Assumes City will prepare the Bid Contract and Bid Package (other than PS&E) o Assumes pre‐bid meeting agenda and meeting minutes will be prepared by others o Assumes City will lead all public outreach meetings and coordinate with property owners
o All hours are limited to the amount shown on the fee breakdown o Assumes site field meeting will be part of the pre bid conference meeting (one field meeting required for this phase)
o Assumes a limit of 10 questions from bidders
o Assumes all pre bid conference material will be prepared by City and others Exclusions
o Excludes Construction Kick off meeting
o Excludes preparing a cost comparison of all bids against the engineer’s estimate to determine the variance per bid
o Liquidated Damages Calculations (DPM Form 30)
o Meetings during this phase
o Preparing Conformed drawing set (will be done in DSDC) Construction Support
If the City elects to award the Construction Support phase of this project, RailPros will provide a scope and fee for this phase. During this phase, RailPros will provide construction support to the City as required and as it applies to RailPros specific design work related items. The construction support scope will be further defined as final design progress and as directed by the city.

This task is excluded herein at this time.
21-020.02 VIA PRINCESSA PARK PS&E SCOPE OF SERVICES

VIA PRINCESSA PARK

SCOPE OF LANDSCAPE ARCHITECTURAL PS&E SERVICES
July 12th, 2022

Project Understanding

Following the Master Plan phase of Via Princessa Park, Pacific Coast Land Design ( PCLD) understands that the City of Santa Clarita is seeking an updated Scope and Fee for PS&E services based on the approved Via Princessa Park Master Plan. PCLD will be engaged as a sub-consultant to the project Prime Civil Engineer, with a major focus on the Preliminary Design and Construction Document tasks.

Analogous with 30% Construction Documents, Preliminary Design will directly follow the Master Plan phase and is scheduled to begin starting July 2022. Following Master Plan approval, the Preliminary Design will push the design forward at a larger scale in coordination with City Staff and the PSOMAS team . The Preliminary Plan will define park amenities, hardscapes, fences, walls, playgrounds, planting, and irrigation. Planting and Irrigation areas will include : the parking lot, slope stabilization over the bank liner, Cordova Estates buffer zone, Honby Channel restoration, multi-purpose fields, formal park planting, bioswales, west park desert scrub hydroseed, and west park naturalized planting.

Following approval of the Preliminary Plan, PCLD will begin work on the 60, 90,100%, and Final PS&E package. The PS&E package includes submittal of the CD’s, review, revision, and Bid Assistance from PCLD. Most work will be focused on Hardscape, Amenities, Planting , Irrigation and Detail drawings in coordination with the PSOMAS team and with an expected final submittal in early 2025. Scope and Fee Task numbering is keyed to task numbering in the RFP.

TASK 2: PROJECT MANAGEMENT

2.1 MONTHLY PDT MEETINGS

2.1.1 ATTEND MONTHLY PROJECT DEVELOPMENT TEAM ( PDT) MEETINGS - Pacific Coast Land Design’s Project Manager will attend twenty (20) monthly meetings to review the progress of the project, discuss resolution of any issues that may affect the scheduled completion of the project.

Output:

1. Meeting minutes specific to park design and landscape elements. 21-020.02 VIA PRINCESSA PARK PS&E SCOPE OF SERVICES

2.2 MEETINGS AND COORDINATION

2.2.1 DESIGN TEAM MEETINGS
Meetings to discuss and review design items between the Design Team Consultants.

Output:

1. Revisions and development of design drawings.

2.2.2 INFORMAL CITY MEETINGS
Remote meetings to discuss and review design with City Staff.

Output:

1. Revisions and development of design drawings.

2.2.3 DESIGN TEAM COORDINATION
Revisions and review of design team documents.

Output:

1. Revisions and development of design drawings.

2.2.4 MEET WITH CITY TO REVIEW COMMENTS ON PRELIMINARY PLANS PCLD assumes 3 meetings to review Preliminary Plans.

Output:

1. Meeting minutes specific to park design and landscape elements.

2.2.5 MEET WITH CITY TO REVIEW COMMENTS ON PS&E PACKAGES PCLD assumes 4 meetings to review PS&E Packages.

Output:

1. Meeting minutes specific to park design and landscape elements.

2.2.6 MEET WITH CITY TO REVIEW PUBLIC OUTREACH MATERIALS PCLD assumes 2 meetings to review Public Outreach Materials.

Output:

1. Meeting minutes specific to park design and landscape elements.

2.2.7 MEET WITH CITY TO REVIEW 3D MODEL AND RENDERINGS
PCLD assumes 3 meetings to Review 3D Model and Renderings Output:

1. Meeting minutes specific to park design and landscape elements.

2.3 SCHEDULE

2.3.1 PROJECT SCHEDULE WITH UPDATES – PCLD Project Manager will provide relevant project schedule updates to Prime Consultant at milestone reviews with City.

Output:

1. Park Design project schedule update emails to Prime Consultant.

2.4 QUALITY CONTROL

2.4.1 QUALITY CONTROL PROJECT REVIEW – PCLD’s Principal Landscape Architect will provide Quality Control oversight and conduct in-house reviews of the project work in advance of Prime Consultant defined team milestones and formal submittal to the City.

Output:

1. Internal review timeline to allow for completion of corrections prior to team submittals.

2. Document comments and redlines.

21-020.02 VIA PRINCESSA PARK PS&E SCOPE OF SERVICES

TASK 5: CEQA SUPPORT

5.1 COORDINATE W/ CITY ON NEEDED EXHIBITS AND DOCUMENTATION Output:

1. PCLD to assist Prime with City Coordination.

5.2 COORDINATE W/ CITY ON NEEDED EXHIBITS AND DOCUMENTATION Output:

1. PCLD to supply graphics or data from already produced project design information.

TASK 6: PRELIMINARY DESIGN

6.1 PRELIMINARY SITE PLAN
PCLD to assist Prime Civil Engineer with development of detailed preliminary site plan. PCLD will focus on the design of the park recreational elements, pedestrian access, and landscape treatments. (See Tasks 6.20-6.22 for Preliminary Plan Approvals. See Task 6.16 for individual plan sheet production.)

6.2 PREPARE ARCHITECTURAL BUILDING PLANS
No PCLD scope.

6.3 COORDINATE WITH PLANNING, B UILDING & SAFETY, ENGINEERING & ENV IRONMENTAL

SERVICES TO EVALUATE BUILDING & PARKING LOT UPGRADES
PCLD to assist Prime.

6.4 DEVELOP PRELIMINARY CONSTRUCTION PHASING PLAN
PCLD to assist Prime.

6.5 PREPARE PRELIMINARY BANK LINING & CHANNEL CROSSING PLANS’ PCLD to coordinate channel crossing with other park elements.

6.6 PREPARE REGIONAL INFILTRATION SYSTEM
No PCLD scope.

6.7 PREPARE PRELIMINARY ROUGH GRADING PLAN
PCLD to assist Prime and coordinate park grading concepts with design team.

6.8 PREPARE PRELIMINARY FINE GRADING, PAVING & DRAINAGE PLAN PCLD to assist Prime with grade changes, paving materials & design, and drainage concepts.

6.9 PREPARE PRELIMINARY WET UTILITY PLAN
PCLD to provide needed coordination work to lead project irrigation needs only. Other wet utilities per Prime.

6.10 DETERMINE SCHEDULE & SUBMITTALS FOR ONE-STOP
PCLD to assist with needed landscape & park review requirements.

6.11 DESIGN DOCUMENTS FOR SUBMITTAL TO DRC
PCLD to provide landscape design documents.

6.12 RAILROAD ENGINEERING
No PCLD scope.

6.13 DEVELOP PRELIMINARY L.I.D. NATURE-BASED STORMWATER TREATMENT STRATEGIES PCLD to coordinate with Prime.

6.14 DEVELOP PRELIMINARY SITE LIGHTING PLAN
PCLD will support electrical engineer with layout and fixture selection.

6.15 PREPARE FIBER OPTIC PLANS
No PCLD scope

6.16 DEVELOP PRELIMINARY LANDSCAPE PLAN
PCLD to produce preliminary landscape plans defining park hardscape, amenities, planting & irrigation on minimum 20-scale sheets.

6.17 INCORPORATE NATURE-BASED L.I.D. STORMWATER SOLUTIONS INTO PLAN PCLD to coordinate w/ Prime.

6.18 PREPARE SUSTAINABILITY CERTIFICATION DOCUMENTS
21-020.02 VIA PRINCESSA PARK PS&E SCOPE OF SERVICES
PCLD to coordinate w/ Prime.

6.19 PREPARE PRELIMINARY ESTIMATE OF CONSTRUCTION COST
PCLD to coordinate w/ Prime & costing consultant.

6.20 PRELIMINARY PLAN APPROVALS - STAKEHOLDER MEETINGS
PCLD to prepare and present with Prime.

6.21 PRELIMINARY PLAN APPROVALS - REVISIONS BASED ON STAKEHOLDER FEEDBACK PCLD to consolidate & analyze feedback, make plan changes.

6.22 PRELIMINARY PLAN APPROVALS - PRESENT TO COMMISSIONS AND/OR COUNCIL PCLD assumes 2 meetings.

TASK 7: CONSTRUCTION DOCUMENTS

7.1 PLANS, SPECIFICATIONS & ESTIMATES (PS&E)

7.1.1 CONSTRUCTION DOCUMENTS (60% SUBMITTAL)
Output:

1. Hardscape Materials & Park Amenities Layout Plan - Monument signage, benches, play structures, picnic tables, shade structures, public art, trash/recycle cans, trash enclosures, pedestrian fencing & gates, and amenity features related to the infiltration system, such as interpretive trails and signage

2. Landscape Construction Details – Construction details for all elements defined on Hardscape & Park Amenities Layout Plans.

3. Planting Plans

4. Planting Details

5. Irrigation Plans

6. Irrigation Details & AB 1881 Water Use Calculations

7. Update Estimate of Construction Cost

8. Landscape Technical Specifications Including Specialized Sports Field Specifications - Draft outline

9. Meet with City to review City comments on 60% plans (Included above in TASK 2 -

PROJECT MANAGEMENT)

7.1.2 CONSTRUCTION DOCUMENTS (90% SUBMITTAL)
Output:

1. Hardscape Materials & Park Amenities Layout Plan

2. Landscape Construction Details

3. Planting Plans

4. Planting Details

5. Irrigation Plans

6. Irrigation Details & AB 1881 Water Use Calculations

7. Update Estimate of Construction Cost

8. Landscape Technical Specifications Including Specialized Sports Field Specifications

9. Meet with City to review City comments on 90% plans (Included above in TASK 2 -

PROJECT MANAGEMENT)

7.1.3 CONSTRUCTION DOCUMENTS (100% SUBMITTAL)
Output:

1. Hardscape Materials & Park Amenities Layout Plan

2. Landscape Construction Details

3. Planting Plans

4. Planting Details

5. Irrigation Plans

6. Irrigation Details & AB 1881 Water Use Calculations

7. Update Estimate of Construction Cost
21-020.02 VIA PRINCESSA PARK PS&E SCOPE OF SERVICES

8. Landscape Technical Specifications Including Specialized Sports Field Specifications

9. Meet with City to review City comments on 90% plans (Included above in TASK 2 -

PROJECT MANAGEMENT)

7.1.4 CONSTRUCTION DOCUMENTS (FINAL SUBMITTAL)
Output:

1. Hardscape Materials & Park Amenities Layout Plan

2. Landscape Construction Details

3. Planting Plans

4. Planting Details

5. Irrigation Plans

6. Irrigation Details & AB 1881 Water Use Calculations

7. Update Estimate of Construction Cost

8. Landscape Technical Specifications Including Specialized Sports Field Specifications

7.1.5 ISSUE APPROVED PS&E PACKAGE FOR BID
Output:

1. Finalize City requested modifications to PS&E package prior to formal issue for bid.

7.2 EASEMENT PREPARATION
No PCLD scope.

7.3 PLAN APPROVALS AND PERMITS

7.3.1 PROCESS PLANS FOR APPROVAL

7.3.2 FINALIZE SUSTAINABILITY CERTIFICATION

7.4 BID MEETINGS & SUPPORT

7.4.1 ATTEND PRE-BID CONFERENCE

7.4.2 RESPOND TO BIDDERS’ QUESTIONS

7.4.3 ADDENDUMS IN RESPONSE TO BIDDER QUESTIONS AND DESIGN CHANGES

7.4.4 ANALYZE THE BIDS AND RECOMMEND LOWEST RESPONSIBLE BIDDER No PCLD scope.

TASK 8: PUBLIC OUTREACH
As requested by the City, the following subtasks identify the proposed Public Outreach Process for the Via Princessa Park Preliminary and PS&E packages. In coordination with the Prime consultant and the City, PCLD will prepare, present, facilitate, document and report two Open House style Public Outreach meetings.

8.1 MEETINGS AND PRESENTATIONS

8.1.1 FACILITATE & ATTEND TWO (2) COMMUNITY MEETINGS
PCLD to attend, present & document as needed with Prime consultant.

8.1.2 COORDINATION SERVICES TO AID CITY PUBLIC OUTREACH EFFORT PCLD to develop with City Staff Public Outreach content such as surveys, project advertisement, and graphics formatting.

8.1.3 PREPARE EXHIBITS AS NEEDED TO SUPPORT PUBLIC OUTREACH PROCESS PCLD to produce Public Outreach materials such as digital presentations & large f ormat presentation boards.

8.1.4 IMPLEMENT DESIGN CHANGES BASED ON COMMUNITY FEEDBACK PCLD to consolidate & analyze feedback and revise documents.

21-020.02 VIA PRINCESSA PARK PS&E SCOPE OF SERVICES
TASK 9: 3D MODELING AND VIRTUAL RENDERING
As requested by the City, the following subtasks identify the proposed 3D Modeling and Virtual Rendering for the Via Princessa Park Preliminary and PS&E packages. In coordination with the consultant team and the City, PCLD will further refine the Via Princessa Park 3D Model developed in the Master Planning phase of the project. PCLD will also provide post-processing rendering services to produce Print Quality Renderings for public, stakeholder, and City review.

9.1 3D MODELING

9.1.1 PRELIMINARY PHASE 3D MODELING
Further development of the Conceptual Master Plan 3D Model in Parallel with the Design Team Preliminary Design process.

9.1.2 PUBLIC OUTREACH 3D MODELING
Modeling alternate design features for public input. Playground and other park feature options will be presented at public outreach meetings for design feedback.

9.1.3 REVISIONS TO THE 3D MODEL BASED ON PUBLIC, STAKEHOLDER AND CITY COMMENTS Revisions to the Preliminary Phase Model based on feedback from public, stakeholder, and city review.

9.1.4 PS&E PHASE 3D MODELING
Refinement of the 3D Model in coordination with the Design Team PS&E process to assist with stakeholder project review.

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:
• Additional Meetings or Agency submittals separate from those listed above • Public Agency presentations or hearings in addition to those listed above • Public engagement presentations in addition to those listed above • Survey and Geotechnical exploration
• Architectural Services
• Structural Engineering Services
• Electrical Engineering and other engineering support services • Hazardous material evaluation / removal
• Environmental or Biological Studies
• Private property improvements
• 3D Modeling of site elements and infrastructure outside of PCLD Prime design responsibility (Restroom, Bridge, Tunnel, & grading of 3D surface)

*See Costed Scope and Fee Table on the following page for detailed cost breakdown by design task and sub-task.

Respectfully Submitted By

Mike Zielsdorf, Principal
California State Landscape Architect Lic #6044

June 29, 2022

Jeremy Johnson, PE
Vice President | Associate
PSOMAS
28470 Avenue Stanford, Suite 300
Santa Clarita, CA 91355
(661) 705-4410

Re: Via Princessa Park
Professional Engineering Services Proposal # B894

Dear Jeremy,

PACE is pleased to provide our proposal for enginee ring design for the Via Princessa Park project. Attached are our Scope of Services, Compen sation, Hourly Rate Schedule and Provisions.

We appreciate the opportunity to be of service to P SOMAS and look forward to the successful completion of this project. Please contact me if t here are any questions or if we may provide any additional information.

Sincerely,

Duong Do, P.E.

Vice President, Environmental Water Division

DD/ch

Enclosures: Scope of Services, Compensation, Hourly Rate Schedule and Provisions.

PROPOSAL FOR PROFESSIONAL ENGINEERING SERVICES

VIA PRINCESSA PARK
#B894

OBJECTIVE:

The City of Santa Clarita is pursuing development o f approximately 25 acres of vacant land along the south bank of the Santa Clara River, east of Whites Canyon Road and north of the existing railroad tracks, for a future park site an d regional stormwater infiltration facility. The City is seeking professional services to provide en gineering studies to assist with the evaluation and selection of critical project components, furni sh master planning services for the development of the future park, and assemble constr uction documents to successfully achieve the City’s goal to begin construction of the projec t by June of 2025. The following objectives have been identified by the City for the project:

1. Meet the Santa Clarita 2025 Strategic Plan goal to complete design and begin construction of Via Princessa Park.

2. Develop a Master Plan for Via Princessa Park tha t accommodates the recreational needs and objectives of the City. Desired park elements include three multi-purpose fields, field lighting, shade components, an optional play struct ure, and an educational element component to the final design, if feasible.

3. Provide design for a regional infiltration syste m and associated diversion structure that meets the targeted capacity identified in the Enhan ced Watershed Management Program (EWMP) and incorporates design elements established in the Measure W Feasibility Study. The Measure W Feasibility Study and Applica tion is targeted for completion by May 2022.

4. Produce engineering studies to assist with the e valuation and selection of critical project components, including bank lining, vehicle access, pedestrian access, and crossing of the on-site drainage channel.

5. Evaluate construction phasing opportunities that support a 2025 construction commencement date, and provide plan preparation and associated approvals in support of the phased work.

6. Obtain plan approvals through Southern Californi a Regional Rail Authority (SCRRA)/ Metrolink and the California Public Utilities Commi ssion (CPUC). The consultant should have a good working relationship with SCRRA and CPU C for the proposed underpass improvements.

7. Evaluate the cost effectiveness of achieving rec ognition for sustainability through the certification and award process. If feasible, purs ue an industry recognized rating system such as LEED, Envision, Sites or other equally acce pted sustainability certification for the project.

The Psomas Team has been selected by the City to he lp meet these objectives. As part of the Psomas Team, PACE will provide the following scope of work that is mainly associated with the design of the Region Infiltration BMP and associate d components, the proposed bank protection, and improvements to Honby Channel. PAC E will also provide additional services in support of the over project as identified in the following Scope of Work.

Psomas - Via Princessa Park June 29, 2022
Scope and Compensation for #B894 Page 2 of 7

SECTION A - SCOPE OF SERVICES:

A. Consultant agrees to perform the following servi ces:

Task 1 - PRELIMINARY INVESTIGATION [Completed]
Task 2 - PROJECT MANAGEMENT
The project management task is expected to encompas s all project meetings, and ongoing communication and coordination with the Project Dev elopment Team (PDT) and impacted stakeholders for Design Phase. Consultant’s Project Manager, Duong Do, P.E., will allocate the Consultant’s resources and establish all internal s taff responsibilities. Project management will be developed according to the following tasks
Subtask 2.1 PDT Meetings

2.1.1 Consultant shall attend PDT meetings with Cit y and Project Team. 20 PDT Meetings are allocated for this task.

Subtask 2.2 Project Management for Design Phase

2.2.1 Consultant shall provide project management f or the Design Phase to include external communication and correspondences with Cit y and Project Team, internal communication and management for all PACE’ s staff, and for billing and invoicing. The Design Phase duration is estimated at 26 months.

Subtask 2.3 Schedule

2.3.1 provide schedule indicating milestones, major activities, and deliverables related to PACE’s work for review and comment by the City. Consultant shall update the schedule, as needed
Subtask 2.4 Quality Control and Railroad Safety

2.4.1 Have a Quality Control Plan in effect during the entire course of the project.

Task 3 - CONCEPT DESIGN AND STUDIES [Completed]
Task 4 - PARK MASTER PLAN [Completed]
Task 5 - CEQA SUPPORT
Subtask 5.1 CEQA Documentation Support

5.1.2 The Consultant shall provide Exhibits as need ed in support of the project’s Technical Studies.

Task 6 - PRELIMINARY DESIGN
Consultant shall assist the City during the design development phase of the project. The Consultant shall prepare project documents and prov ide the necessary deliverables for a 30% design milestone.

Subtask 6.1 Design Development Phase

6.1.1 Create a preliminary Site Plan that demonstra tes the size and relationship of the project components in conjunction with the site con straints and topography. The site plan shall encompass the entire project area, including pedestrian and vehicle access roads, all site plan elements relate d to the infiltration facility and park, the revised parking lot, building expansion, and offsite improvements.

PACE shall provide a preliminary site plan for the components within PACE’s scope for incorporation into the overall Park Site Plan.

6.1.2 Not Part of Scope
Psomas - Via Princessa Park June 29, 2022
Scope and Compensation for #B894 Page 3 of 7

6.1.3 Not Part of Scope

6.1.4 Develop Preliminary Construction Phasing prop osed for the project.

6.1.5 Prepare Preliminary Bank Lining Plans along t he Santa Clara River. The plans shall be designed to meet LACFCD’s requirements to ensure FEMA accreditation of the existing embankment.

6.1.6 Prepare Regional Infiltration System and Dive rsion Structure Plans and Calculations based on the design elements establish ed in the Measure W Feasibility Study. This includes preliminary design plans for:
• Storm water diversion structure,
• Diversion line
• Drainage area after the extended culvert
• Hydrodynamic separator
• Underground Infiltration BMP

6.1.7 Assists with preparing a Preliminary Rough Gr ading Plan with Associated Earthwork Calculations based on proposed construction phasing for the project. *

6.1.8 Provide review and inputs on the Preliminary Fine Grading, Paving, And Drainage Plan.

6.1.9 Provide review and inputs on the Preliminary Wet Utility Plan that includes storm drain, domestic water, and irrigation for the site.

6.1.10 Not Part of Scope

6.1.11 Complete necessary design documents for the project for submittal to the City’s Planning Development Review Committee (DRC). Provi de all necessary plan check copies required for DRC submittal. Scope sho uld include all design and submittals necessary to obtain DRC approval.

6.1.12 Not Part of Scope

6.1.13 Develop preliminary Low Impact Development/ nature-based stormwater treatment strategies for development of the project , including size and location of proposed BMP’s.

6.1.14 Not Part of Scope

6.1.15 Not Part of Scope

6.1.16 Not Part of Scope

6.1.17 Incorporate the “nature-based” LID solutions from the Measure W application into the preliminary design plans. Identify any additional “nature-based” opportunities that can be incorporated into the project design.

6.1.18 Not Part of Scope

6.1.19 Prepare a Preliminary Estimate of Probable C onstruction Cost based on the program established in the preliminary design.

6.1.20 Consultant shall provide preliminary design for improvements to Honby Channel. • Hydraulic modeling (HEC-RAS) based on 100-yr Flood Event to be consistent with current river modeling
• 100-yr Hydrological Modeling (HEC-HMS)
Psomas - Via Princessa Park June 29, 2022
Scope and Compensation for #B894 Page 4 of 7

• Bank protection analysis (LA County Method)
• Check dam calculation and design
• Channel grading and bank protection design, includ ing flow line re- establishment and armoring by the natural play area.
• Analysis for sections of Honby Channel and Santa C lara River with the Park site that may not require lining.

Task 7 - CONSTRUCTION DOCUMENTS
Consultant shall assist the City during the construction document phase of the project.

The Consultant shall prepare PS&E documents based o n approved Preliminary Plans and provide the necessary deliverables at each specifie d design milestone. Plans shall be prepared, reviewed and approved in phases based on the construction phasing prepared by the Consultant and approved by the City.

Subtask 7.1 Plans, Specifications, and Estimates ( PS&E)

7.1.1 Submit for plan review at 60%, 90%, 100% and Final, and issue approved plans and specifications for bidding. Provide all items r equired for submittal by the reviewing agencies.

7.1.2 Submit at all milestones, an updated design s chedule, construction schedule, plans, specifications, and estimated construction costs.

7.1.3 Provide coordination with required utility co mpanies to assist with any additional upgrades or service necessary to supply the project site.

7.1.4 Prepare plans and calculations, based on the proposed project construction phasing, that include but are not limited to the following:

A. Santa Clara River Bank Lining Plans with support ing Hydraulic Calculations B. Not Part of Scope
C. Regional Infiltration System and Diversion Struc ture Plans and Calculations.

D. Not Part of Scope [
E. Not Part of Scope
F. Not Part of Scope
G. Not Part of Scope
H. Not Part of Scope
I. Not Part of Scope
J. Honby Channel Improvement Plans and Calculations
K. Prepare Final Drainage Report to incorporate rev isions to Park Bank Lining and Honby Channel

7.1.5 Not Part of Scope

7.1.6 Not Part of Scope

7.1.7 Review and provide input on the Standard Urba n Stormwater Mitigation Plan (SUSMP) for the project improvements per the City’s Municipal Code Chapter 17.95

7.1.8 Not Part of Scope
Psomas - Via Princessa Park June 29, 2022
Scope and Compensation for #B894 Page 5 of 7

7.1.9 Not Part of Scope [

7.1.10 Not Part of Scope

7.1.11 Consultant shall prepare Specifications for the design components in PACE’s scope in a format consistent with the latest editio n of the Standard Specifications for Public Works Construction (SSPWC). For work items not adequately covered in the SSPWC, project specific specifications shall be developed. Consultant shall furnish and compile Special Provisions to include S CRRA Technical Specifications and Right of Entry approval procedures.

7.1.12 Not Part of Scope

7.1.13 Not Part of Scope

7.1.14 Prepare a Construction Cost Estimate. The es timate shall include a breakdown of costs for each item of work and match the bid sc hedule, item by item, included in the specifications.

Subtask 7.2 Easement Preparation

7.2.1 Not Part of Scope

7.2.2 Not Part of Scope

7.2.3 Review and provide input on exhibits as neede d for discussions with property owners, City management and City Council.

7.2.4 Not Part of Scope

7.2.5 Not Part of Scope
Subtask 7.3 Plan Approvals and Permits

7.3.1 Receive Plan Check Approvals for PACE’s desig n components from all City divisions including but not limited to Planning, Tr affic Planning, Engineering Services, Building and Safety, Traffic, Transit, Ur ban Forestry, Landscape Maintenance Division, Environmental Services, Recre ation and Community Services, Park Maintenance, and outside agencies su ch as L.A. County Fire, or as needed for construction permits.

7.3.2 Assist to obtain approval from LACFCD for flo od control construction permit.

Provide all plans, calculations, and reports.

7.3.3 Not Part of Scope

7.3.4 Not Part of Scope

7.3.5 Assist Psomas with Los Angeles County approva ls for any associated Storm Drain Permits, if applicable.

7.3.6 Not Part of Scope

7.3.7 Not Part of Scope

7.3.8 Review and provide input to help finalize all required Sustainability Certification requirements, if needed.

7.3.9 The Consultant is to provide the City with an Original and/or Updated Complete Set of Approved Plans and Profiles, Specifications, and Estimate. Construction specifications shall be written specific to the project.

Subtask 7.4 Bid Meetings and Support
Psomas - Via Princessa Park June 29, 2022
Scope and Compensation for #B894 Page 6 of 7

7.4.1 Attend Pre-Bid Conference.

7.4.2 Respond to Bidders questions.

7.4.3 Write addendums in response to bidder questio ns and design changes.

7.4.4 Not Part of Scope
Task 8 - PUBLIC OUTREACH [Not Part of Scope]
Task 9 - PARK 3D RENDERING AND ANIMATION
Consultant shall revise the existing park 3D model developed during the conceptual design.

Revisions shall only include 2 major edits to the e xisting models. Major edits shall include additional of architectural or structural component s to the model. These additional components shall first be rendered by others (i.e., PCLD or City Landscape Architect).

DESIGN REQUIREMENTS
The work to be performed by the Consultant shall also be based on the procedures, guidelines, standards, and the code contained in the current editions of the publications listed below:
• Standard Specifications (AASHTO)
• Standard Plans (LA County, Standard Plans for Publ ic Works Construction and AASHTO) • California Manual of Uniform Traffic Control Devic es (Caltrans) • The “Greenbook”, Standard Specifications for Publi c Works Construction (American Public Works Association)
• AB1881
• City of Santa Clarita Street Design Standards
• City of Santa Clarita Green Street LID Guidance Ma nual • LACDPW Road Design Information (Chapter 44)
• City of Santa Clarita Unified Development Code
• City of Santa Clarita, Landscape Maintenance Distr ict Standards • All pertinent City policies, codes, and ordinances .
• SCRRA Standards
• Applicable Sustainability Requirements (Low Impact Development)

SECTION B - COMPENSATION:

PACE will complete the work outlined herein and inv oice Client monthly on a percentage of completion basis, a fixed fee of $457,855 billed in accordance with the attached “Hourly Labo r and Expenses Rates Schedule”. Please see task and fee breakdown in the attached Fee Estimate.

ASSUMPTIONS AND EXCLUSIONS:

1. The Client’s responsibilities shall include prov iding PACE with the base data and project information in a timely manner, coordination and ma nagement of other team consultants to assure that the project schedule can be met, and prompt payment of invoices in accordance with the terms and conditions included herein. The specific items that are to be provided by the Client or other consultants include the following:
a. Client input pertaining to project design issues and requirements including scheduling. b. Site land-use base plans with existing and propo sed elevation contours in transferable computer format.

Psomas - Via Princessa Park June 29, 2022
Scope and Compensation for #B894 Page 7 of 7

c. Geologic and soils investigation reports.
d. Existing and proposed hydrologic and drainage da ta, maps, and reports. e. Any other data that directly impacts PACE abilit y to perform the design in an efficient and economic manner.

2. Any proposed project changes which affect work i n progress or previously completed will be justification for additional compensation.

3. All required aerial topography and base mapping will be paid for and supplied by Client, or others. Base topo and site information will be provided in digital (electronic) format compatible with AUTOCAD or C3D version 2019 or earlier.

4. No environmental documentation or support, inclu ding no environmental permitting.

5. No surveying or construction staking is included .

6. Local government approval meetings, hearings, et c., and preparation of presentation graphics will be under separate work authorization, if required.

7. Existing utility information research and mappin g is not included and will be provided by Client.

8. For all the data delivered to PACE for the purpo se of digital mapping, including but not limited to GIS and AutoCAD, PACE requires said data be delivered in one of the recognized standard coordinate systems such as the Stateplane Coordinate System or the Universe Transverse Mercator (UTM). In additio n, PACE requires all datums, vertical and horizontal, be documented in a metadat a sheet and be included along with the delivered data. If the coordinate system is in what is often referred to as a “Local Coordinate System,” and the deliverer does not have the capability to convert data into one of the recognized standard coordinate systems, PACE requires a Control Conversion document (CCD) be included in the deliverable. The CCD will include all the necessary coordinate transformation information and scale factors needed to make an accurate translation of the data to PACE’s acceptab le coordinate systems. If this information is not available, PACE will require an addendum to this proposal to include Time and Materials used to translate the delivered data into the appropriate standard coordinate system.

9. The fees proposed herein shall apply until one y ear from date of proposal. Due to ever- changing costs, Consultant will increase those portions of the contract fee for which work must still be completed after one year from date of proposal, as negotiated with the Client up to a maximum of ten-percent (10%).

PROPOSAL FOR PROFESSIONAL ENGINEERING SERVICES

VIA PRINCESSA PARK
#B894

ADDITIONAL SCOPE OF SERVICES:

A. Consultant agrees to perform the following services:

Optional Task – LACFCD Connection Permit $22,000 The Consultant will assist with the Client in obtaining an LACFCD permit for tie -in of the proposed project bank protection with the existing levee at Cordova Estates. The Client will perform hydraulic modeling and calculations that may be required to demonstrate the project’s compliance with LACFCD requirements . The Client will demonstrate that the project will preserve existing maintenance right -of-way to the LACFCD levee, not increase erosion along the toe of the levee, not adversely impact the structural integrity of the levee, not increase FEMA Base Flood Elevations along the levee, not cause inundation of Cordova Estates, and meet County requirements regarding the Capital Flood condition.

The Consultant will perform tasks up to and including modification of existing hydraulic models, calculations, creation of exhibits , creation of tables , and modification of the existing d esign report / memorandum to demonstrate compliance with the LACFCD requirements.

The Consultant will also work to transmit the required data in a submittal package to the Client for review, prior to the Client’s eventual submittal to the County for permit approval. The fee for this task assumes 2 rounds of comment/response between the Client and the Consultant. The Consultant will also assist the Client with response to comments from the District, not to exceed 2 rounds of comment/response between the District and the Client.

Additional tasks or rounds of comment response beyond those listed in this scope will be completed under a separate contract or change order.

2021 HOURLY LABOR RATES
Principal $255
Sr. Project Manager / Sr. Consulting Engineer $225
Sr. Electrical Engineer / Sr. GIS Analyst $215
Project Manager / Consulting Engineer / Sr. I&C Specialist $210 Sr. Project Engineer / Sr. Design Engineer $185
Instrumentation & Controls Specialist $155
Project Engineer / Design Engineer II $160
Sr. CAD Designer $140
Design Engineer $130
Graphic Designer $110
CAD Designer / GIS Analyst $110
Project Coordinator $95
Administrative Support $85
Assistant Designer $80
G.P.S. Survey Unit (w/ Operator) $240
Expert Witness / Legal Consultation $350 + Exp.

REIMBURSABLE EXPENSE RATES*
Units Cost
Travel
Mileage (Per Mile) Mile $0.56
Airfare, Auto Rental, Hotel At Cost
Misc. Travel (Parking, tax, tolls, meals, etc.) At Cost Per Diem (Contract Rate) DAY Contract Rate

Outside Reproduction At Cost

Shipping (FedEx, UPS, Courier, etc.) At Cost

Misc. (Review Fees, Specific Charges) At Cost

Reproduction (In-House)
Sheet Bond - B/W Prints and Copies – All sizes SF $0.16 (8 ½ x 11 to 12 x18)

Sheet - Color Prints and Copies – All sizes SF $1.20

Sheet - Glossy Color Print/Photo – All sizes SF $2.60

Roll - Plots and Copies (Roll Paper)
- Bond (B/W) SF $0.88
- Bond (Color) SF $1.56

Roll - Vellum or Mylar Plots SF $2.60

Roll - Glossy Color Plot Exhibits (Roll Paper) SF $3.12

Report 3-Ring Binders
< 1.5” EA $10.40

1.5” to 3” EA $15.60
> 3” EA $26.00
Coil or GBC Punch Binding EA $1.04

*Note: All reimbursable expenses will be invoiced at the above rates + 10%

City of Santa Clarita- Via Princessa Park

Request for Proposal (RFP) CIP-22-21-07 Page 1 of 7 ANIL VERMA ASSOCIATES, INC.

PROPOSAL FOR ARCHITECTURAL, MECHANICAL ENGINEERING,

PLUMBING ENGINEERING, AND ELECTRICAL ENGINEERING SERVICES ‘VIA PRINCESSA PARK’ PROJECT (#CIP-21-22-07)
City of Santa Clarita, California
Revised July 19, 2022

Client/Agency: City of Santa Clarita
Client/Team: PSOMAS, Inc.

Contact: Jeremy Johnson, PE
Address: 27220 Turnberry Ln, Suite 190
Valencia, California 91355
Phone: (661) 705-4410
E-mail: [email protected]

GENERAL SUMMARY

Project Understanding

The City of Santa Clarita is bringing a new neighborhood park to the City adjacent to the existing Via Princessa Station.

The scope of work related to AVA includes the following:

1. Design of code compliance upgrades to the existing SCRRA restroom facility (Architectural and MEP)

2. Design of new restroom facilities at part of the new park development (Architectural and MEP)

3. Design of a pedestrian crossing (Architectural treatments and electrical design)

4. Electrical engineering design for the entire project (Electrical Engineering)

It is our understanding that the work is to include: architectural design, MEP design, and coordination with the City and Metrolink.

SCHEDULE 1

SCOPE OF SERVICES

TASK 2 PROJECT MANAGEMENT Duration: 26 months Subtask 2.1 Project Development Team Meetings
AVA will attend project development team meetings . The purpose of th ese meetings will be to re view project status to ensure that the contract objectives and milestones are being achieved. To supplement these meetings, AVA will maintain on-going communications with Psomas, the City and agencies identified in this scope. AVA will review and comment on t he agenda, action item list, and decision log developed, maintained, and updated by Psomas for control of the project. Progress meetings will be held at monthly interva ls to meet with the City’s staff and Metrolink as necessary.

OUTPUT: Up to twenty (20) PDT meeting via Conference Call. Assist Psomas with action items list & decision log.

Subtask 2.2 Project Coordination Meetings
AVA w ill attend project coordination meetings. The purpose of these meetings will be for interdisciplinary coordination and agency outreach for purposes to progress the design.

OUTPUT: Up to eight (8) project coordination meeting via Conference Call.

City of Santa Clarita- Via Princessa Park

Request for Proposal (RFP) CIP-22-21-07 Page 2 of 7 ANIL VERMA ASSOCIATES, INC.

Subtask 2.3 Project Schedule
AVA will assist Psomas in the development of a Project Team Design schedule and provide updates as necessary.

OUTPUT: Assist Psomas with schedule updates.

Subtask 2.4 Quality Assurance/Quality Control
AVA will follow the Project Team’s Quality Assurance Procedures as set forth by Psomas’ QAP. All architectural and engineering servic es performed by the AVA Team wil l follow the quality assurance procedures and guidelines in this QAP. The QAP addresses all areas of the contract work.

OUTPUT: QA/QC Forms for City review upon request.

TASK 3 CONCEPT DESIGN AND STUDIES Duration: See Schedule Subtask 3.7 Existing Restroom Facility Evaluation
AVA will coordinate with the city to evaluate ex isting restroom f acility for building code compliance , identify suggested upgrades, and provide upgrades concepts.

OUTPUT: Prepare renovation concept for code compliant upgrades, comments, and updated cost

TASK 6 PRELIMINARY DESIGN Duration: See Schedule Subtask 6.2A Prepare preliminary architectural and M/E/P plans for existing restroom.

AVA will prepare architectural, M/E/P preliminary restroom fa cility upgrade plans. Assume no expansion and purpose is to upgrade existing facility to code compliance and items that come up related to CASp Report.

OUTPUT: Prepare preliminary architectural plans of facility Subtask 6.2B Prepare preliminary architectural and M/E/P plans for new restroom.

AVA will prepare architectural, M/E/P preliminary restroom facility plans. Assume 4 stalls for women, 4 stalls for men, and a small office for operational staff and storage. AVA will assist in coordination with Planning, Building and Safety, Engineering S ervices, and Environmental Services to evaluate proposed restroom building program and incorporate these elements into restroom facility plans.

OUTPUT: Prepare preliminary architectural plans and elevations of facility Subtask 6.11 DRC Submittal.

Restroom design documents for the project for submittal to the City’s Planning Development Review Committee (DRC). Scope to include design and submittals necessary to obtain DRC approval related to AVA’s scope.

OUTPUT: Prepare preliminary architectural exhibits for the restroom facility Subtask 6.12 Railroad Grade Separated Vehicular / Pedestrian Crossing Prepare preliminary SCRRA/Metrolink Plans for the grade separated railroad undercrossing identified within the Concept Design Study. Prepare preliminary architectural plans and preliminary lighting plans.

OUTPUT: Prepare preliminary architectural plans and elevations. Prepare preliminary lighting plans Subtask 6.14 Preliminary Site Lighting Plan, photometric analysis, and overall site electrical plan Prepare lighting plans for parking lot replacement ligh ting and SCRRA undercrossing. Review preliminary site lighting plan by other team members for the sports f ield lighting (by Musc o), including their site lighting locations and sizing, with supporting calculations and fixture selection and preliminary layou t of fixtures for the proposed Via Princessa Park (by PCLD). AVA will review and comment on conceptual layouts prepared by others.

City of Santa Clarita- Via Princessa Park

Request for Proposal (RFP) CIP-22-21-07 Page 3 of 7 ANIL VERMA ASSOCIATES, INC.

PCLD will coordinate location and fixture type s for the park and A VA to prepare refined lighting layouts and fixtures specifications on electrical plans. AVA will assist the team in preparing a preliminary photom etric analysis for the park, SCRRA parking lot, and SCRRA undercrossing. AVA will assist Psomas in coordination with Planning, Building and Safety, Engineering S ervices, and Environmental Services to evaluate proposed building including lighting, LED lights, and parking lot upgrades that include EV charging stations and replacement of existing light poles. AVA to coordinate with SCE for removal of existing power poles, tr ansformer, and overhead lines and installation of a new transformer to provide power for the existing site facilities and proposed facilities.

AVA to p repare Fiber O ptic plans from the City’s Fib er Optic system at Weyerhauser Way and Via Princes sa to the proposed park site. AVA shall assist team in developing phasing plan.

OUTPUT: Prepare preliminary parking lot replacement lighting plans and undercrossing lighting plans . Provide comments for park site lighting plan. Prepare refined layout and overall photometric plan . Prepare overall preliminary site electrical plan and fiberoptic raceway plans.

Subtask 6.19 Cost Management
Opinion of Probable Cost e stimates will be com pleted at the conclusion of each phase . The es timates will include allowances for escalati on and contingency. Any estimates that indicate a pro ject cost overrun will b e immediately brought to the a ttention of the Proj ect Manager involved in the cost overrun items to review why the overrun has occurred and to develop strat egies for presenting re commendations t o the Cit y how to reconcile the situation.

OUTPUT: Preliminary opinion of probable costs

TASK 7 CONSTRUCTION DOCUMENTS (PS&E) Duration: See Schedule AVA is providing Architectural, M /E/P design services for the restroom buildi ng. In addition, electrical engineering design is proposed for the overall project. Grade separated undercrossing to be provided.

Subtask 7.1.A PS&E Submittals
Submit drawings to Psomas for plan revi ew at 6 0%, 90%, 100% and Final, and i ssue approved plan s and specifications for bid ding. Prov ide items required for AVA’s sco pe of work for submittal by the reviewing agencies. Submit at all milestones, an updated design schedule, construction schedule, plans, specifications, sports field light ing specificatio n, and estimated opinion of pro bable construction cos ts. Provide complete specification Utilizing SCRRA’s Guide Specifications, prepare 8 1/2" x 11", typed specifi cations in the CSI/BFS format which describe materials, finishes, and workm anship. The team will provide sustainability advice related to materials including local availability of materials, solar reflectance, and recycled content. AVA will update the opinion of probable construction costs. This will be incorporated into Psomas’ overall project estimate.

OUTPUT: Submit Plans, Technical Specifications, and Opinion of Probable Cost Subtask 7.1.D Undercrossing Architectural, Plumbing, Lighting, and Electrical Plans Based upon the approved preliminary design package for the pedestrian/vehicular under crossing below the SCRRA r/w, and confirmation on the co nstruction budget, AVA will perfor m revisions to t he design concept to resolve outstanding issues. AVA will prepare plans for the project to be used in submittal to SCRRA, the City Planning Department and Building & Safety , and to be used for coordination with the team. Based upon the approved undercrossing agreed u pon b y the City , AVA shall p repare A rchitectural, Plumb ing, and Lighting/ Electrical plans, schedules, and details with supporting calculations. Plumbing anticipated only for sump pump.

Structural and CIS design will be by RailPros. Improvements to existing station platform are not anticipated.

OUTPUT: Architectural, Plumbing, and Electrical plans related to undercrossing Subtask 7.1.F Site Lighting Plan, Electrical Plans, Utility Agency Coordination, and Fiber Optic Plans

City of Santa Clarita- Via Princessa Park

Request for Proposal (RFP) CIP-22-21-07 Page 4 of 7 ANIL VERMA ASSOCIATES, INC.

Prepare Site Lighting and Electrical Plans, schedules, and details with supporting calculations. In addition to the proposed park, play fields, the scope includes light pole replacement and addition of EV charging stations. The focus of the Electrical engineering scope of work is to prepare documents for permit and construction for use to help develop capital cost estimates, construction staging, and issuance for bidding. Electrical systems will be developed to include location of runs, identify equipment manufacturer and eq uipment size. Electrical power and data plans will be prepared to show the proposed lighting and fixtures, proposed security camera system, and will be used to coordinate with the utility companies. AVA will prepare electrical analysis and design and will performed in acc ordance with NEC, IEC, IEE and UL Standar ds and NEMA requirements. Provide coordination with required utility companies to assist with any additional upgrades or service necess ary to supply the project site related to AVA’s scope such as SC E for site electrical needs . Prepare raceway and riser diagram for Fiber Optic plans in assistance with RailPros’ CIS / Fiberoptic engineer.

OUTPUT: Prepare Site Lighting, Electrical, and fiberoptic raceway plans, Exhibits and reports.

Subtask 7.1.I.A Restroom Building Plans (Existing Station Restroom) Based upon the approved preliminary design package and confirmatio n on the construction budg et, AVA will perform revisions to the code compliance upgrade concept to resolve outstanding issues. AVA will prepare plans for the project to be used in submittal to the City Planning Department and Building & Safety Department, and to be used for coordin ation with the team. Based upon restroom building code deficiencies and CAS p upgrades needed , AVA shall prepare Architectural, Electrical, Mechanical, and Plumbing Plans, schedules, and details with supporting calculations. Structural design will be by RailPros’ structural engineer.

Subtask 7.1.I.B Restroom Building Plans (New Park Restroom) Based upon the approved preliminary design package and confirmatio n on the construction budget, AVA will perform revisions to the design concept to resolve outstanding issues. AVA will prepare plans for the project to be used in submittal to t he City Planning Department and Building & Safety Department, and to be used for coordination with the team. Pla ns will include dimensions, colors, material, details, refined elevations, w all sections, an d summary spec ifications for the construction of the various elements on-site. AVA ca n also develop 3D image re nderings of the design for coordination and presentation purposes. Based upon restroom building program and character agreed u pon by the City , AVA shall p repare Architectural, Electrical, Mechanical, and Plumbing Plans, schedules, and details with supporting calculations. Structural design will be by RailPros’ structural engineer.

Fire Protection sprinkler drawings will be developed, including floor plans, riser diagrams, details, and general notes. These drawings will identify the work to coordinate with the plumbing design drawings. Block diagrams will be represented in the floor plans with the required fire hazard hydraulic criteria. The consultant's sprinkler scope drawings are scope in nature, and the Sprinkler Contractor in combination with the contractor’s Sprinkler Engineer of Record (EOR) shall prepare the detailed hydraulic calculations with pipe sizing and the sprinkler head placement. The Sprinkler Contractor (the installed Engineer-of-Record) is assumed to submit the Final Drawings to the necessary agencies and the insurance carrier for Final approval.

The focus of the Mechanical, Electrical, and Plumbing engineer ing s cope of work is to progress the d esign concepts at a sufficient level of detail to develop accurate capital cos t estimates, construction staging, and preparation of working drawing s. Mechanical, electrical, and plumbing systems will be developed to in clude location of runs, identify equipment manufacturer and equipment size. Electrical power and data pl ans will be prepared to show the proposed lighting and fixtur es, proposed securit y camera system, and will be used to coordinate with the utility compan ies. Plumbing plans will be prep ared t o show fixture sizes and to create overall water demands for the project. Coordination with the sustainable design goals will be key to ensure that the project LEED goals are met. AVA will prepare electrical analysis and design.

MAIN ELEMENTS OF MEP WORK DURING DESIGN

City of Santa Clarita- Via Princessa Park

Request for Proposal (RFP) CIP-22-21-07 Page 5 of 7 ANIL VERMA ASSOCIATES, INC.

• Conduct site survey to understand MEP project needs. Plumbing to extend to outside of the facility by 5- feet and shall be connected to utility (sewer, water, and drainage) provided on civil drawings. • Verify power loads and coordinate with electrical utility. • Size the power and lighting cables and routing the associated conduits. • Provide switchboard, power breakers and lighting panels to accommodate loads. • Distribute the power to the CIS systems, security systems, signage, mech. systems, and lights. • Distribute the power to electrical vehicle charging stations within the parking area. • The Mechanical and Plumbing work will include drainage system, water, and storm drain.

Mechanical/plumbing design work will be performed in accordance with UPC, UMC, UBC, NFPA13, & NFPA14.

FIRE PROTECTION DESIGN DRAWINGS / SPRINKLER DESIGN
The Design Team shall develop Fire Protection sprinkler drawings, including floor plans, riser diagrams, details, and general notes. These drawings will identify the work to coordinate with the plumbing design drawings. Block diagrams will be represented in the floor plans with the required fire hazard hydraulic criteria. The consultant's sprinkler scope drawings are scope in nature, and the Sprinkler Contractor in combination w ith the contractor’s Sprinkler Engineer of Record (EOR) shall pre pare the detailed hydraulic calculations with pipe sizing and the sprinkler head placement. The Sprinkler Contractor (the installed Engineer -of-Record) is assumed to submit the Final Drawings to the all-necessary agencies and the insurance carrier for Final approval.

OUTPUT: Prepare Architectural plans/elevations/sections/details/schedules/code anal ysis; Electrical plans / diagrams /single line diagrams/ schedules/details/calculations; Mechanical HVAC plans / schedules/ details / calculations; and Plumbing sewer/DCW/drainage plans/diagrams/schedules/details/ calculations. To be used for submittal to the City Planning Department, Building & Safety Department, and for Coordination with the team.

SHEETS INDEX:

NO. of

DRAWINGS

DRAWING
NO. DRAWING TITLE

ARCHITECTURAL
1 A-101 SITE PLAN
1 A-102 ACCESSIBILITY DETAILS
2 A-201 – A-202 RESTROOM FLOOR PLAN / RESTROOM REFLECTED CEILING PLAN 2 A-301-A302 EXTERIOR ELEVATIONS / INTERIOR ELEVATION
1 A-302 SECTIONS
1 A-401 SCHEDULES
1 A-501 DETAILS

MECHANICAL AND PLUMBING
1 MP-001 MECHANICAL-PLUMBING LEGEND, ABBREV. & GENERAL NOTES 4 MP-101-104 TITLE 24 COMPLIANCE FORMS
1 M-201 MECANICAL FLOOR AND ROOF PLAN
1 M-301 MECHANICAL SCHEDULES
1 M-401 MECHANICAL DETAILS
1 P-101 RESTROOM COLD AND HOT WATER PLUMBING FLOOR/ROOF PLANS 1 P-201 RESTROOM PLUMBING SCHEDULES
1 P-301 MECHANICAL-PLUMBING PUMP, FIXTURE & EQUIPMENT SCHEDULE 1 P-401 PLUMBING DETAILS AND RISER DIAGRAM
1 FP-101 RESTROOM FIRE PROTECTION FLOOR PLANS
1 FP-201 RESTROOM FIRE PROTECTION SCHEDULES
1 FP-301 RESTROOM FIRE PROTECTION DETAILS

ELECTRICAL AND LIGHTING

City of Santa Clarita- Via Princessa Park

Request for Proposal (RFP) CIP-22-21-07 Page 6 of 7 ANIL VERMA ASSOCIATES, INC.

1 E-001 ELECTRICAL ABBREVIATIONS, GENERAL NOTES AND SYMBOLS 1 E-002 ELECTRICAL SITE PLAN
1 E-003 PHOTOMETRIC CALCULATION PARK
1 E-004 PHOTOMETRIC CALCULATION STATION AND PARKING LOT 1 E-101A ENLARGED ELECTRICAL PLAN PARK
1 E-101B ENLARGED ELECTRICAL PLAN STATION AND PARKING LOT 1 E-102 COMMUNICATION/SURVEILLANCE SECURITY PLAN
1 E-103 GROUNDING PLAN
1 E-201 RISER DIAGRAM / CIS BLOCK DIAGRAM AND POWER DISTRIB. 1 E-202 ELECTRICAL LIGHTING FIXTURE AND PANEL SCHEDULE
1 E-203 ELECTRICAL SINGLE LINE DIAGRAM
1 E-204 LIGHTING CONTROL DIAGRAMS AND DETAILS
2 E-301 - E-302 ELECTRICAL MISCELLANEOUS DETAILS
2 E-401 - E-402 TITLE 24 COMPLIANCE FORMS
40 SHEETS
Subtask 7.2 Easement Preparation
AVA will provide exhibits for electrical easement preparation. Final drawings to be prepared by agency.

OUTPUT: Easement Exhibits and Supporting Forms
Subtask 7.3 Plan Approvals and Permits. Conformed Set
AVA will revise the plans, specifications, and estimates based on the review comments received from the 95% submittal. AVA will complete the plans to a 100% level of completion for a final submittal to the City Planning Department and C ity Engineering Services, Building and Safety, Traffic, Transit, Urban Forestry , Environmental Services, Recreation and Community Services, Park Maintenance, and outside agencies such as L.A. County Fire, or as needed for construction permits. The complete plan check submittal will be provided to Psomas for their use in submitting to the City Building Department including the architectural, mechanical, electrical, plumbing.

Receive plan che ck approvals from all City divisions including but not limited to Pl anning, Building and Safet y, Engineering Services, Environmental Services, Transit, Landscape Ma intenance Division, and outside agencies as needed for con struction build ing permits. AVA will provide Psomas for their submission to the City wit h an original and/or updated complete set of approve d plans and profiles, specifications, and estimate. Constr uction specifications shall be written specific to the project. Structural Engineering Drawings and Soils R eports to be developed by others and cross referenced within the architectural plans.

OUTPUT: Submittal Agency approved Design Plans, Specifications and Estima tes to the City of Santa Cl arita for final review and approval. Issue for Bid Drawings, Specifications, and Engineers Estimate Subtask 7.4.1 Pre-Bid Conference
AVA will attend the Pre-Bid Conference to assist the City in answering Contractor questions and to help describe the work to be completed.

OUTPUT: Attendance at Pre-Bid Conference.

Subtask 7.4.2, 7.4.3 Bid Phase Support
AVA will support the City during the bid phase of the construction contract. When requested by the City, AVA’s Project Manager will respond to bidder questions pertaining to the PS&E and design intent, and will prepare addendum(s) as necessary.

OUTPUT: Bid Document addendums and/or clarifications as required.

TASK 8 CONSTRUCTION SUPPORT – NIC / FUTURE Duration: TBD

City of Santa Clarita- Via Princessa Park

Request for Proposal (RFP) CIP-22-21-07 Page 7 of 7 ANIL VERMA ASSOCIATES, INC.

SCHEDULE 2 – ASSUMPTIONS AND OUT-OF-SCOPE ITEMS
The following are assumptions or expressly excluded from the scope of services ”Schedule 1:” A. PACKAGING - the project is assumed to be designed as one package utilizing CAD or Revit software.

B. FEES - payment of any governmental fees, permits or assessments to be by others.

C. CHANGES - CITY or outside agency changes in program, schedule, consultant team or redesign.

D. SURVEY – Anticipated to be supplied by others.

E. GEOTECHNICAL SERVICES - Anticipated to be supplied by others.

F. SUSTAINABILITY CERTIFICATION DOCUMENTATION – Preparation by others.

G. CONSTRUCTION-PHASE SERVICES: It is understood and agreed that the design process cann ot be completed until the Project which is the subject of this Agreement is actually constructed. It is further understood and agreed that, if construction -phase services are provided for under this Agreement, such services are essential to the completion of the professional services for which CONSULTANT is being retained. CITY acknowledges that the premature termination of CONSULTANT’s services prior to substantial completion of the Project will significantly increase the risk of loss resulting, among othe r causes, from misinterpretation of the intent of the design, unauthorized modifications, and failure to detect errors or omissions in the plans and specifications before they become costly mistakes built into the Project. Therefore, CITY agrees that, if the services to be provided by CONSULTANT under this Agreement do not include construction -phase services, or, if this Agreement is terminated prior to substan tial completi on of the Project , CITY will indemnify CONSULTANT and hold CONSULTANT harmless from a nd against any and all claims, demands, losses, costs, liabilities and damages, including, without limitation, reasonable attorneys' fees and expenses and excepting only t hose claims, demands, losses, costs, liabilities and damages arising out of the negligence of CONSULTANT.

H. PREPARATION OF AS-BUILT DRAWINGS - Not a part of these services. CONSULTANT shall review the Record Drawings prepared by the landscape contractor for completeness in accordance to the specs. Preparation of Record Drawings will be prepared under future services.

I. SCHEDULE – Deliverable timelines set herein are based upon schedules set forth in the CITY’s RFP.

CONSULTANT shall plan to follow milestones set herein but shall not be held responsible for schedule delays caused by stakeholder s, construction delays, or other third-party impacts that are outside CONSULTANT’s control.

J. CaSP INSPECTION – To be performed by others.

K. EXISTING VIA PRINCESSA PLATFORM – Improvements / Upgrades Excluded L. SPORTS FIELD LIGHTING – Selection, Layout, and cal culations by others (Musco). AVA to provide electrical power connection design and indicated within the electrical drawings.

M. VIA PRINCESSA PARK SITE LIGHTING – Primary fixture types and location s to be prepared by others (PCLD) with review by AVA. Final locations, photometrics, and specifications to be per AVA and incorporated within the electrical drawings.

N. COMMUNICATION DRAWINGS – CIS and VSS design and communication single lines not anticipated as part of the fiberoptic raceway plans which will extend the City’s Fiber Optic conduits at Weyerhauser Way and Via Princessa to a stub out location at the proposed park site.

O. TRANSFORMER - AVA will assist the team with the utility agency for SCE to provide a new 500k VA +/- transformer to provide power for existing SCRRA facilities and the new park facilities. It is assumed that the agency or the City will provide as-builts for the existing electrical systems.

PSOMAS Rail Pros PCLD PACE Anil Verma Ninyo & Moore CASp Consultant OCMI Psomas - Survey Psomas -
Sustainabilty
Psomas -
Structural
Psomas -
Environmental SUE & Potholing
Task 1 Preliminary Investigation
Subtask 1.2 Document Research and Review (Drone) $9,284 $12,600 $16,600 Subtask 1.4 Topographic Survey $1,750 $64,190
Subtask 1.5 Geotechnical Report $860 $59,412 $0
Subtask 1.6 Potholing $1,090 $12,840 $23,176
SUBTOTAL $3,700 $9,284 $0 $0 $0 $59,412 $0 $0 $89,630 $0 $0 $0 $39,776 Task 2 Project Management
Subtask 2.1 Monthly PDT Meetings (Assume 20 Meetings) $9,800 $9,819 $5,200 $8,840 $10,170 Subtask 2.2 Meetings & Coordination (Assume 26 months) $57,645 $77,314 $28,040 $35,780 $7,110 Subtask 2.3 Schedule $3,040 $1,200 $420 $1,720
Subtask 2.4 Quality Control and Railroad Safety $24,240 $3,250 $1,410 $5,900 Subtask 2.5 Stakeholder Tasks $154,779
SUBTOTAL $94,725 $241,912 $37,690 $46,450 $24,900 $0 $0 $0 $0 $0 $0 $0 $0 Task 3 Concept Design and Studies
Subtask 3.6 Certified Access Specialist Program (CASp) Report $430 $7,200 Subtask 3.7 Existing Restroom Facility Evaluation $4,435 SUBTOTAL $430 $0 $0 $0 $4,435 $0 $7,200 $0 $0 $0 $0 $0 $0 Task 5 CEQA Support
$12,040 $5,789 $5,235 $5,945
SUBTOTAL $12,040 $5,789 $5,235 $5,945 $0 $0 $0 $0 $0 $0 $0 $0 $0 Task 6 Preliminary Design
$102,290 $144,071 $87,170 $70,790 $124,230 $4,560 $9,600 SUBTOTAL $102,290 $144,071 $87,170 $70,790 $124,230 $0 $0 $4,560 $0 $9,600 $0 $0 $0 Task 7 Construction Documents
Subtask 7.1 Plans, Specifications and Estimates (PS&E) $448,000 $841,117 $142,620 $307,565 $397,940 $19,614 $7,900 $15,360 $42,000 Subtask 7.2 Easement Preperations $5,500 $4,787 $0 $770 $7,460 $29,880 $0 Subtask 7.3 Plan Approvals and Permits $23,500 $1,033 $5,820 $11,515 $14,250 $310 $3,960 Subtask 7.4 Bid Meetings and Support $17,760 $27,942 $6,645 $5,710 $14,780 $0 SUBTOTAL $494,760 $874,879 $155,085 $325,560 $434,430 $19,614 $0 $8,210 $29,880 $15,360 $45,960 $0 $0 Task 8 Public Outreach
Public Outreach (Assume 2 Meetings) $20,450
SUBTOTAL $0 $0 $20,450 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
Task 9 3D Modeling/Virtual Rendering
3D Modeling/Virtual Rendering $24,590 $9,110
SUBTOTAL $0 $0 $24,590 $9,110 $0 $0 $0 $0 $0 $0 $0 $0 $0 Optional Task LACFCD Connection Permit
LACFCD Connection Permit $22,000
SUBTOTAL $0 $0 $0 $22,000 $0 $0 $0 $0 $0 $0 $0 $0 $0
TOTAL LABOR COSTS $707,945 $1,275,935 $330,220 $479,855 $587,995 $79,026 $7,200 $12,770 $119,510 $24,960 $45,960 $0 $39,776 $3,711,152 OTHER DIRECT COSTS $16,000 $2,500 $2,500 $2,000 $38,210 TASK 10 - OWNER'S ALLOWANCE $180,000
TOTAL COSTS $903,945 $1,278,435 $332,720 $479,855 $589,995 $117,236 $7,200 $12,770 $119,510 $24,960 $45,960 $0 $39,776 $3,952,362 Fee Summary by Discipline
City of Santa Clarita, Professional Services for Via Princessa Park, Proposal # CIP-21-22-07 (Option 4)