Proposal for Pacific Coast Land Design, Inc. (available in the City Clerk's Reading File) — Santa Clarita City Council, August 25, 2026

with:

Encompass Consultant Group (ECG)
DiCecco Architecture, Inc.

Aquatic Design Group
R.T. Frankian & Associates
Thoma Engineering
3C Engineering
RGSE, Inc.

Field Stone Development, LLC
Thomas Flitsch Architects P.C.

Envicom Corporation
Lin Consulting

NEWHALL PARK

INFILTRATION PROJECT
Proposal to Provide

LANDSCAPE ARCHITECTURAL SERVICES
to

THE CITY OF SANTA CLARITA

COST PROPOSAL
RFP Number: CIP-24-25-R3008
JULY 31, 2026

20 | PCLD Newhall Park Infiltration Project PS&E Proposal PS&E

SCOPE OF

WORK UPDATE
TASK 1B
The services proposed by Pacific Coast Land Design and our team of sub-consultants for the PS&E Scope Update include necessary tasks to implement the Newhall Park Infiltration Project based on the approved Conceptual Design and off-site improvements.

The original PS&E Scope of Work was based on the preliminary project assumptions described in the RFP, prior to completion and approval of the conceptual design phase.

During conceptual design, the project was expanded beyond those original assumptions to study and define broader park improvements, including full buildout alternatives and additional site and building improvements.

At the time the conceptual design contract was authorized, it was understood that the PS&E scope and associated fee would be refined after the preferred conceptual plan was approved and the full extent of improvements was established. Because the conceptual phase evaluated a range of potential outcomes; from limited renovation of existing facilities to a more comprehensive park buildout, the final PS&E effort could not be fully defined until the conceptual plan was completed and approved.

Now that the approved conceptual plan establishes the scope of improvements, the Scope of Work below is updated to reflect the additional work required beyond the original RFP-based assumptions. The primary scope additions are as follows:
• New on-site parking improvements.
• Full interior renovation of the existing MPR building, including new windows and doors.
• Demolition of the existing restroom attached to the Boys & Girls Club building. • New splash pad pump room within the footprint of the demolished restroom building.
• New expanded restroom building along the northwest side of the Boys & Girls Club building.
• New pool within the footprint of the existing pool, including improved drain systems, tile edge, and pool deck.
• New fenced in Futsal Court
• Asphalt overlay, signing, and striping for Dalbey Drive and Newhall Avenue adjacent to the park.
• Curb and gutter improvements along Newhall Avenue from Dalbey Drive to 11th Street.
• Separate fiber optic plans showing a connection from Railroad Avenue to the park pool building.
• Associated support services for the expanded improvements, including geotechnical investigations and reports, expanded site survey work, and utility investigation.

PROJECT MANAGEMENT
The PCLD Team will provide all professional and support services required to manage, control, track, and report on the progress of work and expenditures provided under this scope of work.

SCOPE OF WORK
PCLD Newhall Park Infiltration Project PS&E Proposal | 21

1.0 1.1

1.2 1.3

1.4 1.5

1.6 PS&E Project Kick-off Meeting
• Develop a Project Development Team (PDT) consisting of Consultants, City Staff, and other agency representatives and stakeholders as necessary. • Set PDT meeting schedules and review overall project timeline. » OUTPUT – Meeting notes with updated project schedule.

Monthly PDT Meetings
• PCLD and key sub-consultants will attend and prepare for monthly PDT meetings to review project schedules, coordinate design progress, and present major submittals to City Stakeholders. Meetings may be held in-person, on-site, and virtually at the discretion of the City.
» OUTPUT - All agendas, meeting minutes, action items, and exhibits will be included.

Monthly Progress Reports
• PCLD will prepare monthly progress reports, schedule updates, and supporting data. These reports will accompany monthly invoices throughout the project and will include accomplished tasks for the month, anticipated progress for the next month, pending issues, action items, and schedule completion target dates. » OUTPUT – Monthly Progress Reports
Measure W Technical Support
• Provide any necessary data or documentation to submit a project modification request form to Safe Clean Water (SCW) after concept design plan is finalized and selected.
• Prepare quarterly and annual reports, and provide technical information as needed.
» OUTPUT – Exhibits and documentation as needed and requested by the City Project Schedule
• Within two weeks of the Notice to Proceed (NTP), PCLD will provide a detailed project schedule. PCLD will update the schedule as needed throughout the project.
» OUTPUT – Project Schedule with Key Dates, Milestones, and Deadlines Quality Control
• PCLD will be the primary Quality Assurance/Quality Control (QA/QC) lead with project submittals and will complete internal documentation reviews with the consultant team prior to formal submittals to the City. » OUTPUT – PCLD will format and provide a matrix documenting all comments and correction items. This matrix will be provided to the City and all sub-consultants to ensure proper coordination, task tracking, and comment responses.

Public Engagement
• PCLD and key design consultants will prepare exhibits for, attend, and present at public engagement meetings. This task includes:
» Attendance at meetings with City staff to strategize outreach methods, materials, and engagement opportunities.
» Preparation of materials for the City’s Public Outreach process. » Facilitation and presentation at three Public Engagement meetings. » Attendance at one additional public hearing as determined by the City. » OUTPUT – Outreach materials, attendance, presentation, and report 22 | PCLD Newhall Park Infiltration Project PS&E Proposal Public Art Support
• PCLD will meet and coordinate with the Civic Arts department at up to three meetings to determine appropriate location and size of Civic Art pad. » OUTPUT – Meetings and Civic Art concrete base layout, detail, and specifications

PRELIMINARY INVESTIGATIONS
The Design Team will acquire existing data, reports, and drawings relative to the Newhall Park Infiltration project from the City and will supplement with site reconnaissance and survey to support scope additions to the Concept Design.

Field Reconnaissance
• PCLD and the design team will conduct field reconnaissance over several site visits in coordination with City Staff to assess existing conditions of the project site and surrounding areas, with a focus on new scope items. » OUTPUT - Exhibits and base plan updates
Document Research and Review
• Obtain and review available reports, maps, data, as-built plans, and applicable previous studies of the project site.
• Locate all existing underground and overhead utilities within the project area and include them in the project base map.
• Agency and utility company coordination to identify design constraints. • Review and analyze findings with the PDT to determine design controls and considerations necessary for plan preparation and approvals. » OUTPUT – Project base map update and summary of findings for PDT Survey
• The consultant team understands that the existing survey will be supplemented with new survey of property boundaries, existing easements, restricted areas, topographic survey, control data, and utility locations. All survey work will be completed by Encompass Consultant Group (ECG) and coordinated with the full consultant team to ensure control for the project is consistent. • Perform field survey to locate pavement, curbs, drives, walks, building footprints, fences, walls, planters, and visible surface utilities, together with topographic features such as tops, toes, flow lines, grade breaks, etc. within the project limits.

The project limits are understood to include mapping from back of walk to back of walk along Newhall Avenue from the intersection of Dalby Drive to 11th Street.

Pavement and surface materials will also be identified. Trees larger than 4” in diameter will be located and shown on the map.
• Download and compute survey data, and prepare an AutoCAD drawing file.

The mapping will be compiled at a scale of 1” = 20’ with a 1-foot contour interval.

Each surveyed feature will be clearly labeled or noted by symbol as identified in the field.
• Research of pertinent recorded maps and documents. Compile center line and right of way information for the project limits based on the information contained in the latest available assessor site information. The computed boundary will be added to the AutoCAD drawing base map. Resolving boundary problems, such as conflicting descriptions and misclosures, are beyond the scope of this proposal. If easements of record are required to be plotted, a current preliminary title report will need to be provided by client to determine additional level of effort, if any.
• Perform field survey to search for and recover existing record monuments sufficient in number to compile the record documents. The monuments will be

1.7 TASK 2B

2.1 2.2

2.3 PCLD Newhall Park Infiltration Project PS&E Proposal | 23 tied to the project control survey, and will be used to orient the boundary to the project mapping datum.
• Title Report for Newhall Park
• Final deliverables will include AutoCAD and PDF files, with the survey signed and sealed by a California Licensed Land Surveyor.
» OUTPUT – AutoCAD drawing files via email, FTP or DVD as appropriate and a PDF signed and sealed digitally by a California Licensed Lands Surveyor. Hardcopies available upon request.

Existing Utility Research
• ECG will perform utility record drawing request from pertinent utility providers. • ECG will use professional judgment to prepare existing utility mapping based on the received utility record drawings and any surveyed surface features. However, due to inherent limitations in utility records, utility information provided shall be considered approximate and for design reference only. Final utility locations shall be verified by the contractor in the field during construction » OUTPUT – Existing Utility Documentation
CASp Field Inspection Report (Completed as part of 2A)
• As a Certified Access Specialist (CASp), TJF Architects, will visit the site and conduct an accessibility assessment of existing park features to remain, including, but not limited, any existing buildings to remain that require accessibility upgrades, existing parking facilities, existing paths-of-travel to remain, and existing BBQs and gazebo area to remain. This report will serve as the basis for key decision making regarding renovations to existing structures or park amenities, particularly in terms of enhancements to existing restrooms, multi-purpose rooms, and maintenance building as identified in the RFP.
» OUTPUT – CASp Field Inspection Report, Concept and PS&E CASp review Existing Tree Survey (including Oak Tree Report) and Tree Recommendations • Based on the 2020 Conceptual Site Plan provided with the RFP, and PCLD’s previous work on the project, there are nearly 200 existing trees on the Newhall Park site, many of which are Heritage Oaks. We understand the value that the City and the community place in preserving these existing trees. The team’s arborist, Envicom, will complete the Existing Tree Report that will assign tree values based on size, health, appearance and potential conflicts for all of the trees in the park.

Additionally, the arborist will create a list of recommended proposed trees for the park based on existing tree species and site conditions, review plans and details for existing tree protection, and provide a tree planspant report. » OUTPUT – Existing Tree Report (including Oak Tree Report), Existing Tree Protection Recommendations/Specifications, Tree Planting Recommendations Geotechnical Investigations & Reporting
• Investigation - Park Design support
• Infiltration Testing - 22k SF BMP Design Support
• Agronomic Sampling and Testing
• Roadway Pavement Investigation
» OUTPUT – Geotechnical Reports & Pavement Recommendations Grant Research and Writing
• Concept Phase Grant funding research
• SPP round 5 Grant Writing
• EHCRP Grant Writing
• Grant Administration Support
» OUTPUT – Grant Writing and Administration support for the SPP and EHCRP Grants

2.4 2.5

2.6 2.7

2.8 24 | PCLD Newhall Park Infiltration Project PS&E Proposal

2.9 2.10

2.11 TASK 3B
Existing Sewer Line Inspection
• A subconsultant to ECG will perform a camera inspection for the City-owned sewer system within the Park. See camera inspection limits in red in the attached exhibit.
• The existing condition of the sewer lines will be documented and deficiencies will be noted.
» OUTPUT – Sewer Camera Footage and Sewer Inspection Report Potholing
• A subconsultant to ECG will perform 4 potholes within the park grounds. • Irrigation system wire toning will be conducted at key P.O.C. locations. » OUTPUT – Pothole Results & Report
Sewer Replacement Design (Optional)
• New sewer line to replace up to 1,000 LF of sewer line within the park » OUTPUT – New Sewer Line PS&E documentation

PS&E DESIGN
Now that the approved conceptual plan establishes the scope of improvements, the PS&E Design scope below is updated to reflect the additional work required beyond the original RFP-based assumptions. The design team will refine the design and provide submittals of Plans, Specifications and Estimates (PS&E) at the following intervals: 30%, 60%, 90%, 100% and Final Issue for Bid, included as Tasks 3.5 – 3.9 below. » OUTPUT
» Plans – Plans will be prepared and submitted for plan review at 30% (Task

3.5), 60% (Task 3.6), 90% (Task 3.7), and 100% (Task 3.8), and Final Issue for Bid (Task 3.9). PCLD and the design team will provide all items required for submittal by the reviewing agencies. The submitted plans and specifications shall be issued in a condition such that the documents are complete, fully coordinated between disciplines, and ready to be issued for plan checking.

Anticipated plans will include, but not be limited to:
◊ Project Cover Sheet
◊ Vehicle Maintenance and Pedestrian Access Plan
◊ Demolition Plans
◊ Erosion Control Plan
◊ Existing Tree Protection Plans
◊ Grading and Paving Plans
* Park and Parking lot grading
* Parking lot signing and striping, including EV charger design ◊ Wet Utility Plan
* Domestic water and sewer laterals for the new restrooms and splash pad
* Drainage plan for minor area drains and storm drain laterals that will connect to the main park storm drain line and pool deck drain line ◊ Overlay Plans
* The existing southern park parking lot
* The full width of Dalbey Drive along the park frontage * The full width of Newhall Avenue along the park frontage ◊ Offsite Street Plans
* Two new driveways on Dalbey Drive
* Two new driveways on Newhall Avenue
PCLD Newhall Park Infiltration Project PS&E Proposal | 25 * Removal of existing diagonal parking on Newhall Avenue * New curb and gutter on both sides of Newhall Avenue where needed in gaps where gutter does not exist currently between Dalby Drive and 11th Street
◊ Offsite Signing and Striping Plans
* Dalbey Drive along park frontage
* Newhall Avenue from Dalbey Drive to 15th Street
◊ Traffic Control Plans
* Dalbey Drive along park frontage
* Newhall Avenue from Dalbey Drive to 11th Street
◊ Horizontal Control Plan
◊ Site Lighting and Power
◊ Sports Field Lighting
◊ Landscape Site Construction Plans and Details
◊ Irrigation Plans and Details
◊ Splash Pad Plans and Details (including M.E.P., etc.) ◊ Pool Plans and Details
◊ Architectural/Building Enhancement Plans and Details
◊ Structural Plans and Details
◊ Fiber Optic Dry Utility Plans and Details
» PCLD and the design team will provide electronic copies of all documents developed during the contracted period with the City. Drawings will be developed on AutoCAD Version 2022 or equivalent and documents will be prepared utilizing Microsoft Office Suite and submitted to the City via email or City-approved software.
» Specifications – PCLD and the design team will prepare specifications in a format consistent with the 2021 or latest edition of the Standard Specifications for Public Works Construction (SSPWC). For work items not adequately covered in the SSPWC, project specific specifications will be developed to include technical specifications for any materials, finished, and/or structures to be used as needed. Specifications for specialized sports field design based on previous City parks will also be included. Specifications will be submitted at 90% (Task 3.7), 100% (Task 3.8), and final milestones (Task 3.9).

When complete, PCLD will provide a digital file for specification package in Microsoft Word format.
» Estimates – PCLD will work closely with cost estimating sub-consultant Field Stone Development to provide cost estimate at 30% (Task 3.5), 60% (Task

3.6), 90% (Task 3.7), 100% (Task 3.8), and final plans (Task 3.9). The estimate will include a breakdown of costs for each item of work and match the bid schedule, item by item, included in the specifications. The unit costs will be based upon the most current cost information for recent similar projects in the area, compiled by the Consultant and approved by the City. The estimate will include detailed takeoff of the plans to account for all engineer- estimated bid item quantities.
» Estimated Construction Schedule – PCLD, in coordination with the design team, will submit updated design and estimated construction schedule at 60% (Task 3.6), 90% (Task 3.7), 100% (Task 3.8), and Final submittals (Task 3.9).

The construction schedule will consider adjacent school schedules, any large programming that occurs at Newhall Park throughout the year, and any scope items with long lead times.
» 3-D Renderings – The team will prepare conceptual 3-dimensional renderings of the detailed design for use and display in meetings at 90% (Task 3.7), 100% (Task 3.8), and Final PS&E (Task 3.9) submittals.
26 | PCLD Newhall Park Infiltration Project PS&E Proposal

3.5 3.6

3.7 3.8

3.9 TASK 4

4.1 30% PS&E
• As the first PS&E submittal, the 30% milestone will be the first to incorporate all feedback received during the previous conceptual design phase, narrowing the scope-of-work to the single alternative selected and approved by the City. This milestone serves as a basis-of-design for the scope-of-work and will create the PS&E framework from which subsequent submittals will be built and reviewed. 60% PS&E
• The 60% PS&E Submittal will incorporate any feedback received from previous submittal(s) and plan check comments received from the City. 90% PS&E
• The 90% PS&E Submittal will incorporate any feedback received from the previous submittal(s) and plan checks to the City. This submittal will serve as the first formal permit submittal to the City and other agencies, as required, including, but not limited to L.A County Public Heath Department and Flood Control District. 100% PS&E
• The 100% PS&E submittal will incorporate any plan check comments received by the City and all additional permit agencies and resubmitted once corrected.

Issue Final PS&E for Bidding (following 100% review)
• The Final PS&E will incorporate any remaining comments from the City and/or permitting agencies prior to bidding.

PLAN REVIEW AND PERMITS
The PCLD team will include and coordinate any other plan submittals, reviews or clearances required from City and County agencies to provide complete plans and specifications for permit issuance. The PCLD team will format the 90% PS&E documents as necessary to begin the permit application and review process with City and County Agencies, including revisions per comments received incorporated into resubmittals at 100% PS&E.

Permits and Approvals
• PCLD and the design team will receive plan check approvals from all design consultants, affected agencies, and all applicable City divisions including but not limited to CIP, Environmental Services, Parks, Facilities Maintenance, Engineering Services, Building and Safety, Traffic, Urban Forestry, Landscape Maintenance Division, Recreation and Community Services, and Arts and Events. This task also includes:
» Coordination with all utility companies throughout the design of the project as well as other public agencies such as L.A. County Flood Control District as needed.
» Obtain L.A. County approvals for associated storm drain and sanitation permits.
» Obtain any necessary Health Department and/or Fire Department permits and/or approvals as needed. Splash pad design shall adhere to any applicable City and County requirements as required.
» Provision of technical information or documentation as needed for CEQA and the SWPPP permit and account for any time impacts from these environmental submittals in the scheduling.
» Preparation of plans, exhibits, and/or documentation necessary for construction access agreement on neighboring property (L.A. County Flood Control District, Placerita Junior High, Hart High School) or discussions with PCLD Newhall Park Infiltration Project PS&E Proposal | 27 property owners, as necessary.
» Provision of all necessary plan check copies required by the affected Agencies and utilities.
» Provision to the City of original and/or updated complete set of approved PS&E.
» OUTPUT – Complete set of approved PS&E documents
Bid Support
• PCLD will provide technical support during the bid phase of the project and assist the City’s Project Manager in responding to questions related to the plans and technical specifications during the bid phase. If necessary, PCLD and the design team will update the plans and technical specifications based on questions during the bid phase and write addendums in response to these changes. This tasks includes:
» Attend Pre-Bid meeting.
» Assist in analyzing the bids to identify lowest responsible bidder. » Assist in City’s RFP preparation for Materials Testing and Special Inspections. » OUTPUT – RFI Responses, Addenda, Bid Analysis

CONSTRUCTION SUPPORT (OPTIONAL)
This task is included as an optional scope to the work plan. If awarded, PCLD and the design team will assist the City with construction administration services during construction phase through project close-out. This phase shall include but not be limited to the following tasks.

Construction Meetings and Support
• The design team will provide construction administration for the duration of the construction project including the preparation, review, and recommendation of all construction related documents. This task includes:
• Attend weekly jobsite meetings and job inspection visits. This assumes a total of 36 weekly meetings based on a 180 day construction schedule. • Respond to RFI’s and review submittals and shop drawings. • Prepare construction bulletins as needed.
• Prepare construction correction notices as needed.
• Assist with reviewing, analyzing, and advising the City on Contract Change Order requests. • Perform Qualified SWPPP Practitioner (QSP) services, including all required inspections, field sampling, sample analysis for Turbidity and pH, REAP preparation, and reports.
• Meet with the City approximately once a month to report on the progress of the work. A brief written summary of these meetings shall be prepared by the Consultant and submitted to the Project Manager.
• Complete Sustainability Certification documentation and submittal package, if needed.
• Perform final review and contribute to the punch list with the contractor. • Procure and maintain construction management software for coordination and filing of construction documents (ProCore or similar).
* Qualified SWPPP Practictioner (QSP) services, including all required inspections, field sampling, sample analysis for Turbidity and pH, REAP preparation, and reports are to be provide by others under separate contract with the City.

As-Built Plans
• PCLD and the design team will prepare As-Built Drawings upon completion of the project and acquire the Contractor’s daily red lined plans from the Contractor and their subcontractors.
• Final Record Drawings in electronic (CAD and PDF) and hard copy format.

4.2 TASK 5
Date: July 31, 2026 NEWHALL PARK INFILTRATION PROJECT
Sub-Consultants (*Include 10% Administration & Management Mark-up)

PCLD TOTAL
Encompass
Consultant Group
(Survey + Civil)
DiCecco
Architecture Inc.
(Arch)
Aquatic Design
Group
(Splash Pad &
Pool)
Thoma
Engineering
(Electrical)
3C Engineering
(Mech+Plumb)
RGSE, Inc.
(Structural)
Field Stone
Development
(Cost Estimating)
Thomas Jacob
Flitsch Architects
P.C.
(CASp)

ENVICOM
(Arborist)
RT Frankian
(Geotech)
Lin Consulting
(Traffic) TOTAL

TASK ID DESCRIPTION
PCLD Services
TASK 1B PROJECT MANAGEMENT

1.0 PS&E Project Kickoff Meeting 2,680.00$ 1,012.00 $ 671.00 $ 539.00 $ -$ 2,238.50$ 1,650.00 $ 138.00 $ -$ - $ - $ 1,672.00$ 10,600.50 $

1.1 Monthly PDT Meetings (assume 18) 16,560.00$ 5,412.00 $ 4,697.00 $ 6,699.00 $ -$ 7,397.50$ -$ 3,025.00$ 1,100.00 $ -$ - $ 2,508.00$ 47,398.50 $

1.2 Monthly Progress Reports (assume 18) 4,620.00$ -$ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 4,620.00$

1.3 Measure W Technical Support 8,560.00$ -$ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 8,560.00$

1.4 Schedule 2,820.00$ -$ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 2,820.00$

1.5 Quality Control 16,300.00$ 22,264.00 $ 4,686.00 $ 2,695.00 $ -$ - $ - $ - $ - $ - $ - $ - $ 45,945.00$

1.6 Public Engagement (assume 3) 35,130.00$ -$ 4,026.00$ -$ - $ - $ - $ - $ 1,100.00$ -$ - $ - $ 40,256.00$

1.7 Public Art Support 4,050.00$ -$ - $ - $ - $ - $ - $ - $ 275.00$ -$ - $ - $ 4,325.00$ 90,720.00$ 28,688.00 $ 14,080.00 $ 9,933.00 $ -$ 9,636.00$ 1,650.00 $ 3,163.00 $ 2,475.00 $ -$ - $ 4,180.00$ 164,525.00$ TASK 2B PRELIMINARY INVESTIGATIONS

2.1 Field Reconnaissance 6,060.00$ 3,256.00 $ -$ - $ - $ 2,310.00$ -$ - $ - $ - $ - $ 4,224.00$ 15,850.00 $

2.2 Document Research and Review 3,530.00$ -$ - $ - $ - $ 4,070.00$ -$ - $ - $ - $ - $ 1,408.00$ 9,008.00 $

2.3 Survey 3,590.00$ 34,716.00 $ -$ - $ - $ - $ - $ - $ - $ - $ - $ - $ 38,306.00$

2.4 Existing Utility Research 1,750.00$ 9,900.00 $ -$ - $ - $ - $ - $ - $ - $ - $ - $ - $ 11,650.00$

2.5 CASp Accessibility Report (completed as part of 2A) -$ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ -$

2.6 Existing Tree Survey and Oak Tree Report 1,610.00$ -$ - $ - $ - $ - $ - $ - $ - $ 7,876.00$ -$ - $ 9,486.00$

2.7 Geotechnical Investigations & Reporting 3,500.00$ -$ - $ - $ - $ - $ - $ - $ - $ - $ 88,826.00$ -$ 92,326.00$

2.8 Grant Research and Writing 35,360.00$ -$ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 35,360.00$

2.9 Existing Sewer Line Inspection 535.00$ 4,400.00 $ -$ - $ - $ - $ - $ - $ - $ - $ - $ - $ 4,935.00$

2.10 Potholing 1,070.00$ 21,780.00 $ -$ - $ - $ - $ - $ - $ - $ - $ - $ - $ 22,850.00$

2.11 Sewer Replacement Design 6,740.00$ 33,033.00 $ -$ - $ - $ - $ - $ - $ - $ - $ - $ - $ 39,773.00$ 63,745.00$ 107,085.00 $ -$ - $ - $ 6,380.00$ -$ - $ - $ 7,876.00$ 88,826.00 $ 5,632.00 $ 279,544.00$ TASK 3B PS&E DESIGN

3.5 30% PS&E 50,390.00$ 71,302.00 $ 59,994.00 $ 24,832.50 $ 16,777.00 $ 9,746.00 $ -$ 6,600.00$ 5,225.00$ 6,160.00 $ -$ 4,290.00$ 255,316.50$

3.6 60% PS&E 64,960.00$ 135,894.00 $ 45,749.00 $ 26,367.00 $ 25,312.00 $ 15,906.00 $ 3,300.00 $ 5,500.00 $ 2,750.00 $ 4,906.00$ 3,102.00 $ 16,764.00$ 350,510.00 $

3.7 90% PS&E 75,280.00$ 149,248.00 $ 64,042.00 $ 27,725.50 $ 31,690.00 $ 10,708.50 $ 7,425.00 $ 4,950.00 $ 2,750.00 $ 10,362.00$ 3,102.00 $ 12,045.00$ 399,328.00 $

3.8 100% PS&E 56,680.00$ 66,968.00 $ 18,282.00 $ 5,483.50 $ 9,450.00 $ 4,224.00 $ 7,425.00 $ 4,400.00 $ 1,375.00$ 9,570.00 $ 3,102.00 $ 7,183.00$ 194,142.50$

3.9 Issue Final PS&E for Bidding (following 100% review) 33,000.00$ 33,869.00 $ 9,801.00 $ 1,765.50 $ 2,092.00 $ 2,447.50 $ 19,800.00 $ 2,200.00 $ -$ - $ - $ - $ 104,975.00$ 280,310.00$ 457,281.00 $ 197,868.00 $ 86,174.00 $ 85,321.00 $ 43,032.00 $ 37,950.00 $ 23,650.00 $ 12,100.00 $ 30,998.00 $ 9,306.00 $ 40,282.00 $ 1,304,272.00$ TASK 4 PLAN APPROVALS AND PERMITS

4.1 Permits and Approvals 13,400.00$ 9,680.00 $ 13,706.00 $ 1,215.50 $ 5,753.00 $ 4,130.50 $ 9,900.00 $ -$ - $ - $ - $ 2,310.00$ 60,095.00 $

4.2 Bid Support 6,720.00$ 1,936.00 $ 14,476.00 $ 1,666.50 $ 1,373.00 $ 621.50 $ -$ 1,100.00$ -$ - $ - $ 1,804.00$ 29,697.00 $ 20,120.00$ 11,616.00 $ 28,182.00 $ 2,882.00 $ 7,126.00 $ 4,752.00 $ 9,900.00 $ 1,100.00 $ -$ - $ - $ 4,114.00$ 89,792.00$ 454,895.00$ 604,670.00 $ 240,130.00 $ 98,989.00 $ 92,447.00 $ 63,800.00 $ 49,500.00 $ 27,913.00 $ 14,575.00 $ 38,874.00 $ 98,132.00 $ 54,208.00 $ 1,838,133.00$

REIMBURSABLE EXPENSES
5,000.00$
REIMBURSABLE EXPENSES SUBTOTAL 5,000.00$
TOTAL (TASK 1B-4 INCLUDING REIMBURSABLE EXPENSES) 1,843,133.00$ TASK 3B PS&E DESIGN SUBTOTAL
Engagement Materials - Foam core, color printing,
scanning, pens and commenting materials
TASKS 1B-4 SUBTOTAL
TASK 4 PLAN APPROVALS AND PERMITS SUBTOTAL
TASK 2B PRELIMINARY INVESTIGATIONS SUBTOTAL
TASK 1B PROJECT MANAGEMENT SUBTOTAL

RATE TABLE
Consultant
Principal Senior
Associate
Associate Landscape
Designer
195$ 170$ 135$ 115$
Principal II Principal I Senior II Associate I Assistant II Assistant 2-Man
Survey
Clerical
Support
240$ 220$ 205$ 175$ 165$ 155$ 335$ 95$ Principal
Senior
Technician Technical Admin
305$ 190$ 120$ 90$
Aquatics PIC
Aquatics
Project
Principal
Aquatics
Principal
Architect
Aquatics
Project
Architect
Aquatics PM
(CA)
Aquatics
Designer
Aquatics
Admin
245$ 245$ 245$ 225$ 205$ 165$ 110$ Principal
Engineer
Project
Manager Designer
237$ 208$ 149$
Principal
Design
Engineer Drafter Admin
215$ 175$ 105$ 85$
Principal
Project
Engineer
185$ 165$
Costing
Consultant
125$
CASp
250$
Arborist Staff Arborist GIS Graphics
Production
Specialist
200$ 140$ 130$ 130$ 95$ Principal
Geotechncia
l Engineer

Field
Engineer -
Deputy
Senior Field
Engineer
Laboratory
Technician
CAD
Operator Clerical Staff Trip Charges
Outside
Services and
Supplies
345$ 285$ 215$ 155$ 165$ 150$ 195$ 1$ Senior
Project
Manager
Assistant
Project
Manager
Project
Engineer
235$ 175$ 145$
RT Frankian
(Geotech)
LIN Consulting
(Traffic)
Thomas Jacob Flitsch Architects P.C.
(CASp)
Envicom
(Arborist)
Thoma Engineering
(Electrical)
RGSE, Inc.
(Structural)
3C Engineering
(Mechanical and Plumbing)
Field Stone Development, LLC
(Cost Estimating)
Aquatic Design Group
(Splash Pad)
Pacific Coast Land Design
(Prime + Landscape)
Encompass Consultant Group (ECG)
(Survey + Civil)
Hourly Billing Rates by Staff Level
DiCecco Architecture Inc.
(Architecture)
PCLD Newhall Park Infiltration Project PS&E Cost Proposal | ix 5 yd5 yd5 yd
*C
P032
355
IND
GFR
C LOG
SCRAM
BLE -
NET
-
M

ULTIPLE

PEICES, DB
173908
LOG

STEPPER
18"
HEI
GHT
249558WE-GO-ROUND
W/TRAN
SPO
RT

ATIONDIGIFUSE
PAN
ELS
3 SEATS

ASTM SAFETY ZONE
- NO OV
ER

LAP AREA
186490
WE-SAW
Forma
™
(2-5 y
ears
)
Max
Fal
l H
eight
: 46
inches
Ø 2
2'-7"
307427
FORM A

ALPINE SLIDE
16 72
41'-8" "
46'-6" "

TRANSFE
R
POINT

ROUTE S
PANEL

SEEK AND

FIND PA NELTALK TUB E

LSI FLEXX

CLIMBER
SLACK
LINES
SADDLE

CLIMBER

FIREPOL
E
CRUX

CLIMBER

DOUB LE
WAVE
SLIDE
RUNG

CLIMBER

INCLINED
POD

CLIMBER

INCLINED
BELT
BRIDGE
SHAPE

SLIDERS
ALPINE
SLIDE
OODLE
SEAT

CLIMBER

CORKSC REW CLIMBER

SWIGGLEKNO

TS BRIDGE

WAVE BELT

CLIMBER
CRUX

CLIMBER

PENTAGO
N

CLIMBER
16 48
88 80 80
80 16
16 48
48 8
323659

VOLO DB
EXT.

EXT.

TALK TU BE
MAGNET
PANEL
174018
8' BEAM HEIGHT

W/PRO G

UARD C HAINS

BELT SEAT
174018
8' BEAM HEIGHT

W/PRO G

UARD C HAINS

BELT SEAT
177351

MOLDED SEAT/HARNESS

W/PRO G

UARD C HAINS
8' BEAM HEIGHT
237296

FRIENDSHIP
SWING

W/SINGLE PO ST
FRAME 52"
BURY
PRO G
UARD

C HAINS
*C P
010838IND

SINGLE SEAT

ADDITIO N
AL

BAY SINGLE

POST SWING
90"O C
BEAM,
DB
*C P
010838IND

SINGLE SEAT

ADDITIO N
AL

BAY SINGLE

PO ST SWING
90"O C
BEAM,
DB

7.5000"
6'
6'

7.5000"
6'
6'
218671
MO LDED SEAT(2-5)/HARNESS

W/PRO G

UARD CHAINS
8' BEAM HEIGHT
173908
LOG

STEPPER
18" HEIGHT
(E)
(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E)
(E)
(E)
(E)
149
150
147
148
145 146
181
121
158
155
110
027
031034037039
041
069
166
170
026
010
011
012
013
078
079
080
081
082
091
087
084
085
088
089 120
108
112
114
028
029
048
049
050
051
053
054055
056
057
061
062
063
064
065
067
068
070
071 072 073
074
075
076 077
083
094
099 101
102 105
107
106 142
143 144
161
162
004
005
090
093
095
096
098
132
140
175
006
180
179
178
111
136
135
131
124
122
118
100
103
152
153
015
016
177
167
168
169
130
123
066
156
157
159
154
086
092
097
116
017
018
019
020
021
022
023024
025030032
033
036
035
038040
042
043
044
045
046
047
176 174
134
138
139
007
128
133
137
172
173
008
129
109
113
052
058
059
060
014
003
164
001
002
009
127
125
126
117
104
119
141
160
171
165
163
8 8
8 8
8 E
E
E
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
W
E
E
E
E
E
E
E
E
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E

E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E
SS
S
S
S
S
SS
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
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S
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S
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S
D
S
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S
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S
D
S
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S
D
S
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S
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S
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S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
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S
D
S
D
S
D
S
D
S
D
S
D
S
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S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S D
S D
S D
S D
S D
S D
S DS
D
S
D
S
D
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D
S
D
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D
S
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S
D
S
D
S
D
S
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S
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S
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S
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D
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D
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D
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D
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D
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D
S
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S D
S D
S D
S D
S D
SD
S D
S D
S D
S D
S D
S D
S D
S D
S D
SS
W
W
W
W
W
W
W
W
W
R
W
R W
R
W
R W
R
W
R W
R
W
R
W
R W
R
W
R W
R W
R
W
R W
R
W
R W
R
W
R

WR WR W
R
W
R W
R
W
R WR W
R
W
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
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C
C
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C
C
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C
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C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C C
C
C
C
C
CCC
C
C
C
CCC
C
C
C
C C C
R
W
R
W
R
W
W
W
S S
S
S
S S
C
C
C
C
C
C
C
C
C
C
C
C
C
C
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C
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C
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CC
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C
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C
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C C
C
C
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C
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S S
S
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C
C
C
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C
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CC
C
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CC
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S D
S D
S D
S D
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S
D
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D
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D
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D
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S D
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S D
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WWWWWWWWWWWW
S L
SL
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G
G
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E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
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S L S L
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U
W
G
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E
G
C

DALBEY DRIVE DALBEY DRIVE
NE
W

HALL AVENUE
NE
W

HALL AVENUE
S S
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S S
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S S
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S
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S S
S S
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S S
S S
S S
S S
S
S
S S
S S
S
S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S
S
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S
S
S S
S S
S S
S S
S S
S S
S
S
S S
S S
S
S
3 75
6 6
3 7
1 7
3 3
6 8
7 3
3 3
3 3
3 3
3 3
3 7
7 6
3 6
7 1
6 1
15 5
2 1
5 4
6 1
1 1
1 1
1 1
1 1
1 3
4 3

STORM DRAIN MANHOLE
INVERT DEPTH AT 4'-6"

FROM TOP OF RIM

STORM DRAIN MANHOLE
INVERT DEPTH AT 3'-2"

FROM TOP OF RIM
3'-10"
5'-4"
10'-10"
2' BRACKET
3'-4"
2'-4"
2'-10"
2'-9"3'-0"

STORM DRAIN VAULT
INVERT DEPTH AT 2'-7"

FROM TOP OF LID

STORM DRAIN MANHOLE
INVERT DEPTH AT 5'-4"

FROM TOP OF RIM
6'-0"

DROP INLET INVERT DEPTH AT
1'-7" FROM TOP OF GRATE

DROP INLET, FULL OF DIRT

UNKNOWN
DROP

ELECTRIC PULLBOX
2'-3" 3'-6"
2'-0"
2'-8"
2'-9"
2'-0" 3'-3"
2'-6"(E)
4'-4"

ELECTRIC PULLBOX
6'-5"
7'-6"
9'-3" SEWER MANHOLE INVERT
DEPTH AT 8'-8" FROM TOP
OF RIM10'-9"
11'-0"
11'-7"
11'-10"
5'-2"

SEWER MANHOLE INVERT DEPTH
AT 8'-9" FROM TOP OF RIM
2'-4"(SS)
3'-7"(E)
6'-7"
3'-7"

SEWER MANHOLE INVERT DEPTH
AT 3'-11" FROM TOP OF RIM

GAS RISER
3'-0"
3'-1"
2'-1" SEWER TANK
1'-4" 1'-2"
1'-11"
1'-8"
1'-11"
1'-8"
1'-7"
3'-7"
1'-6"
1'-8"
2'-1"3'-9"
4'-0"
3'-1"

BACKFLOW

PREVENTE
R

IRRIGATIO
N BOX
4'-7"
3'-9"
3'-5"
4'-0"
4'-1"
4'-1"
10'-4"
10'-4"
10'-10"
4' BRACKET
4' BRACKET
1'-11"
1'-5"
1'-5"
1'-3"
1'-6"
1'-3"
1'-8"
1'-10"
1'-2"
1'-6"
1'-3"(SL)
1'-11"
0'-9"(SL)
4'-0"(SS)
3'-1" 2'-2"
0'-4"
2'-3"
2'-6"

IRRIGATIO
N BOX

SEWER MANHOLE INVERT DEPTH
AT 11'-5" FROM TOP OF RIM

STORM DRAIN MANHOLE INVERT
DEPTH AT 8'-6" FROM TOP OF RIM
6'-3"
4' BRACKET
1'-4"
1'-7"2'-1"

AT FENCE
3'-2"
1'-10" 2'-11"
3'-7" 2'-3"
2'-10"
3'-9"
3'-7"
8'-10"
6'-5"
8'-2"(SD)
4'-3"
11'-7"
8'-2"
2'-7"
2' BRACKET
2' BRACKET
2'-4"
3'-6"
2' BRACKET
3'-1"
2'-10"
3'-9"
3'-5"
3'-4"
3'-3"
3'-5"
2'-7"
4'-7"
2'-4"
2'-3"
2'-8"

DROP OUTLET

DROP OUTLET
2'-0"
1'-9"
1'-2"(C)
2'-7"3'-2"
3'-2"
4'-7"
4'-6"
5'-4"
2'-0"
1'-5"(E)
3'-5"(E)
2'-6"
2'-7"
COMM
.

DROP

STORM DRAIN MANHOLE
INVERT DEPTH AT 13'-0"

FROM TOP OF RIM
9'-1"
8'-11"
9'-1"

IRRIGATION BOX

IRRIGATION BOX
WATE
R
METE
R
WATE
R
METE
R
GAS
VALV
E

WATER RISER

WATER VALVE,

FULL OF DIRT
4'-3"
3'-5"

IRRIGATION BOX
2' BRACKET
1'-9"
2'-0"(E)

GAS RISER
2'-10"
2'(E) BRACKET
2'-0"(E)
1'-7"(C)
2'-1"
2' BRACKET
3'-1"
2' BRACKET
6'-0"
1'-7"(C)
2'-5"(C)
2'(E) BRACKET
2'(C) BRACKET

WATER VALVE

SEWER CLEANOUT
2' BRACKET
3'-10"(SS)
2'-7"

FIRE HYDRANT

ELECTRI
C

CABINET
UNKNOW

N VAULT
COMM
.

VAULT
UNKNOW

N VAULT
2'-4"(E)

FIRE HYDRANT
UNKNOW

N VAULT

WATER VAULT
9'-6"
OIL
VALV
E
9'-8"
2'-5" 2'-3"
2'-7"

IRRIGATION BOX

SEWER MANHOLE
SMH
1225.54 RIM

CPB
TPB
SMH
1222.81 RIM

CPB
CPB
SMH
1222.61 RIM

XF
MR

ELPBELPB
ELPB
ELPB
ELPB
ELPB
ELPB
ELPB
WM
ICV
WV
WV
WV
HB
WPB
WV
WM
WM
BF
P
BFP
BFP
BFP
ICV
WM
WM
WPB
WPB
WPB
WV
BFPBFP
WPB
ICV
ICV
HB
WV

IRPBIRPB
PB
IRPB
IRPB
IRPB

IRPB IRPB
PB
IRPB
IRPB
IRPB
PB
PB
IRPB
PBPB
PB PB
IRPB
IRPB
IRPB
IRPB
IRPB
IRPB
IRPB
IRPB
IRPB
IRPB
IRPB
PB

IRPB IRPB
EV
T
EVT
SCO
1226.66 RIM

SCO
1226.61 RIM

SCO
1226.82 RIM

SCO
1224.50 RIM

SCO
1223.68 RIM

FH
FH
UP
UP
UP
UP
UP
GM
AV

CONC WALKCONC WALK
ACAC
AC AC

CONC WALK
AC
AC
AC
AC
AC
AC
AC
AC
AC
CONC W
AL
K
RAM
P
RAM
P
CONC
W
ALK
CONC W
ALK
CONC W
AL
K
HCR
HCR
CONC W
AL
K
DRIVEW
AY
GATE
GATE

UTILITY

CABINET
ACAC
AC

CONC WALK

BUILDING

BUILDING
POOL

CONC WALK
CONC
CONC
DRIVEW
AY
VT
VT
WVT
GATE
GATE
GATE

BUILDING
GATE
METAL

BLEACHERS
CONC
CONC
CONC
CONC
CONC
CONC
AC
AC
FOUN
TAI
N
CONC
CONC

CONCFOUNTAI
N
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
GATE
CONC W
AL
K
CONC W
AL
K
BIKE
RA
CK
M
ONUM
ENT
M
ONUM
ENT
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS

GRASSGRASS
GRASS
SIGN
GATE
CONC
CONC
CONC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
CONC
TRASH

ENCLOUSRE
AC
VT
LAND
SCAPE

LANDSCAPE
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
DIRT
GRASS
GRASS
GRASS
GRASS
GRASS
2 STEPS
CON
C
STEPS
GAT
E
BIKE
RA
CK
CONC
CONC
CONC
CONC
CONC
CONC

RAMP RAMP

HCRRAMP RAMP
HCR
HCR
HCR
DIRT
DIRT
GRASS
DIRT
GATE
DIRT
ROCKS
ROCKS
CONC
W/
CAGE
DIRT
LANDSC

APELANDSC
APE

PLANTER

OVERHANG

OVERHANG
LAN
DSC
APE
LANDSC
APE
CONC
DIRT
AC

CONC WALK
AC
AC
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW

ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW AC

LOT LINELOT LINELOT LINELOT LINE

LOT LIN
E

LOT LIN
E
LO
T LI
NE

LOT LIN
E

R/W R/W R/W R/W
R/W
R/W
R/W
R/W
DIRT
DIRT
DIRT
VAULT
VAULT
DIRT
DIRT
GATE
GA
TE
GAT
E
GATE
GATE
GATE

UTIL CAB

BUS SHELTER

MOW STRIP

AC UNIT

OVERHANG
OVER-
HAN
G
EVT

BUILDING
LIGH
T
POLE
BASE

GRADE BREAK

GRADE BRE
AK

GRADE BREAK
RAMP
META
L B
LEA
CH
ER
S

STORAGE CONTAINER

UTIL CAB

METAL BLEACHERS W/

SHADE STRUCTURE
DIR
T
G
R
A
S
S

SCOREBOA
RD

DRAINAGE

STRUCTUR
E
GATE
GATE
CONC

FOUNTAIN

OVERHANG
OVE
RHAN
G

UTIL CAB

UTIL CAB
OVER -
HAN
G

OVERHAN
G
CP 1
CP 2
CP 3
CP 4
CP 5
CP 6
CP 8
CP 9
CP 10
CP 11
CP 12
CP 13
CP 14
CP 15
CP 16
CP 17
CP 20
201
202
CP 7
CP 18
B
B
B
B
B
GV
B
BB
B
RISER
DS
RISER
R
RISER
R
RISER
DS
RISER
R
B
RISER
DS
B
B
SDMH
1222.27 RIM

TMH
1221.54 RIM

TMH
1221.00 RIM

SDMH
1219.72 RIM

SDMH
1219.57 RIM

RISER
RISER
(2)R
RISER
RISER
RISER
RISER
(4)R
RISER
R
RISER(6) R
RISER
RISER
RISER
RISER
RISER
RISER
DS
RISER
DS
P
P
P
P
P
P
B
POLE
POLE
B
B
UV
P

BUILDING
AC
AC
CONC
CONC
DIRT
CONTA
INER

CONTAIN
ER
CONTAI
NER
B
B

AC BERM
GATE
GAT
E
LANDS
CAPE

AC BERM
AC

NEWHALL PARK CONCEPT ANNOTATED PLAN
Scale: 1" = 30'-0"1
0 30 60 90 ft

FITNESS EQUIPMENT

NEW POOL WITH

BULKHEAD AND

NEW POOL DECK

STORMWATER

RAIN GARDEN

EXISTING SOFTBALL FIELD TO REMAIN

EXISTING CONCRETE TO REMAIN

EXISTING SOFTBALL CLAMSHELL,

DUGOUT, AND BLEACHERS TO REMAIN

JUMPING BLOCK TERRACE

CREEK THEMED NATURE PLAY AREA INCLUDING

BOULDERS, GFRC LOGS, AND ENGINEERED WOOD FIBER

CIP BENCHES AND

LODGEPOLE FENCING

INFORMAL BARRIER

EXISTING HEXAGONAL SHADE

STRUCTURE TO REMAIN
CREEK THEMED 5-12 YEAR OLD

INCLUSIVE PLAY STRUCTURES
CREEK THEMED 2-5 YEAR OLD

INCLUSIVE PLAY STRUCTURES

SHADE STRUCTURE

SLIDE HILL PLAY MOUND
12' CONCRETE PERIMETER PATH

NEW MUSCO MP FIELD LIGHTING

MPR RENNOVATIONS

AND ELECTRICAL

PANEL UPGRADE

NEW SHADE

SAILS OVER

MPR PATIO
SPLASH

PAD PUMP
ROOM

NEW RESTROOM

NEW DUMPSTER ENCLOSURE

DEMO EXISTING DUMPSTER

ENCLOSURE AND REPLACE W/

NEW COVERED DUMPSTER IN

SAME LOCATION

NEW ADA COMPLIANT PLAZA

NEW SPORTS TURF

AC OVERLAY

BMP DIVERSION LINE

NEW SCOREBOARD

EXISTING MAINTENANCE

BUILDING TO REMAIN

NEW MPR

ACCESS TO

PLAYGROUND
D.G. OAK GROVE WITH DRY CREEKBED BOULDER

HOP FROM SPLASH PAD TO NATURE PLAY

WOODEN BRIDGE OVER DRY CREEKBED & NATURE PLAY

FLOWING PAVERS EXTEND CREEK THEME FROM

NATURE PLAY TO INCLUSIVE PLAYGROUND

EXISTING STONE BBQ
TO REMAIN (5 OF 6)

SHADE SAILS OVER

INCLUSIVE PLAYGROUND

EXISTING TURF TO REMAIN

PERMEABLE PAVERS IN TPZ

PERMEABLE PAVERS IN TPZ
22,000 SF BMP

BMP EXCAVATION LIMITS
25'-0"

BMP SEDIMENTATION CHAMBER

AC OVERLAY

AC OVERLAY WITH NEW CURB

AND GUTTER OPPOSITE PARK

DALBEY DRIVE

NEWHALL AVENUE

NEW PARKING LOT W/ ONE-WAY DRIVE AISLE, DOUBLE
LOADED PARKING 45-DEGREE ANGLE STALLS, 26 STALLS

NEW PARKING LOT WITH ONE-WAY DRIVE
AISLE, 10 ANGLED STALLS AND DROPOFF

EXISTING TURF TO REMAIN

RENOVATED CONCESSIONS

AND RESTROOM BUILDING

NEW PARKING LOT W/ TWO WAY
DRIVE AISLE, 16 PARKING STALLS AND

HAMMERHEAD TURN AROUND

REC TURF

LOW WATER USE

PLANTING AREA

NEW PARK

MONUMENT SIGN
FUTSAL
COURT

BASKETBALL
COURTS

NEW TRANSFORMER AND DISTRIBUTION

FOR EV CHARGING STATIONS

WELLSPRING THEMED

SPLASH PAD

PLAYGROUND

FENCING

INCLUSIVE ROLLER SLIDE

INCLUSIVE RAMPSBALL CATCH FENCE WITH VINES

SHADE STRUCTURE

SHADE STRUCTURE
FULL SIZE 180' X 300' MP FIELD

REC TURF

WALKWAY EXPANSION

NEW MUSCO MP FIELD LIGHTING

EXISTING MUSCO SOFTBALL FIELD LIGHTING
NEW 42" STORM DRAIN INLET

LODGEPOLE FENCE

OAK TREE TRANSPLANT

EXISTING MUSCO SOFTBALL FIELD LIGHTING

FIRE ACCESS

TURNAROUND
115 off street (+) 56 on street = 171 net parking stalls 60 existing off street stalls (+) 55 new off street stalls = 115 net off street stalls 62 existing on street stalls (-) 6 removed on street stalls = 56 net on street stalls

PARKING CALCULATIONS
180 existing trees (-)15 removed trees (+) 75 new trees = 240 net trees

TREE CALCULATIONS

REMOVABLE OUTFIELD FENCE

EXTENSION

S TAN D AR D F LU S H
EX
TEN
SION

SKY RAIL C L
IMB E
R
146813
DB
ON L
Y
*C
P032
355
IND
GFR
C LOG
SCRAM
BLE -
NET
-
M

ULTIPLE

PEICES, DB
17390 8
LOG

STEPPER
18"
HEI
GHT
156457
ARC
OVE
R
10 10
10 AR
CH #
1 ARC
H
# 2

R EQ UIR ED

R AM P LAN DIN GAR EA

R E Q U I
R ED

R AM P LAN DIN GAR E A
" P
O
S
T
16 24
24 24
N
O

P
O
S T

NO POST

N O P O S T

NO POST
N
O

P
O
S
T

NO POST

N O P O S T
120
K
.P.1
R E
QUIR E
D
RAMP

LANDING
AREA
R E
QUIR E
D

RAMP L A
ND ING
AR E
A
R
E
Q
U
IR E
D

R A M P
LA N
D I
N
G
A R E
A
R E
Q
U
IR E
D

R A M P
L
A N
D
IN
G
A R
E
A
REQUIR
ED
RAM P
LANDIN
G
ARE A

REQUIRED
RAM

P LANDING
ARE A
R E
Q
U
IR
ED
R
AM
P
LA N
D I
N
G
A R
EA
R E
Q
U
IR E
D
R
A M
P
LAN
D I
N
G
AR
EA
R
E
Q
U I
R
E
D
R
A
M
P

LA
N
D
IN
G
A
R
E
A
R
E
Q U
IR
E
D
R
A
M
P

LA
N D
IN G
A
R
E
A

REQUIRED
RAM

P LANDING
A R
EA

REQUIRED
RAM

P L A N
DING
AREA
5 yd5 yd5 yd
(E)
(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E)
(E)
(E)
(E)
149
150
147
148
145 146
181
121
158
155
110
027
031034037039
041
069
166
170
026
010
011
012
013
078
079
080
081
082
091
087
084
085
088
089 120
108
112
114
028
029
048
049
050
051
053
054055
056
057
061
062
063
064
065
067
068
070
071 072 073
074
075
076 077
083
094
099 101
102 105
107
106 142
143 144
161
162
004
005
090
093
095
096
098
132
140
175
006
180
179
178
111
136
135
131
124
122
118
100
103
152
153
015
016
177
167
168
169
130
123
151
066
156
157
159
154
086
092
097
116
017
018
019
020
021
022
023024
025030032
033
036
035
038040
042
043
044
045
046
047
176 174
134
138
139
007
128
133
137
172
173
008
129
109
113
052
058
059
060
014
003
164
001
002
009
127
125
126
117
104
119
141
160
171
165
163
8 8
8 8
8 DALBEY DRIVE
NEWH
ALL
AVENUE

CONC WALKCONC WALK
ACAC
AC AC

DALBEY DRIVE
NEWH
ALL
AVENUE

CONC WALK
AC
AC
AC
AC
AC
AC
AC
AC
AC
CONC W
AL
K
RAM
P
RAM
P
CONC
W
ALK
CONC W
ALK
CONC W
AL
K
HCR
HCR
CONC W
AL
K
DRIVEW
AY
GATE
GATE

UTILITY

CABINET
ACAC
AC

CONC WALK

BUILDING

BUILDING
POOL

CONC WALK
CONC
CONC
DRIVEW
AY
VT
VT
WVT
GATE
GATE
GATE

BUILDING

ACCESS ROAD

DRIVE LANE

DRIVE LA
NE
GATE
METAL

BLEACHERS
CONC
CONC
CONC
CONC
CONC
CONC
AC
AC
FOUN
TAI
N
CONC
CONC

GRASSGRASS
GRASS
SIGN
GATE
CONC
CONC
CONC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
CONC
TRASH

ENCLOUSRE
AC
VT
LAND
SCAPE

LANDSCAPE
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
DIRT
GRASS
GRASS
GRASS
GRASS
GRASS
2 STEPS
CON
C
STEPS
GAT
E
BIKE
RA
CK
CONC
CONC
CONC
CONC
CONC
CONC

RAMP RAMP

HCRRAMP RAMP
HCR
HCR
HCR
DIRT
DIRT
GRASS
DIRT
GATE
DIRT
ROCKS
ROCKS
CONC
W/
CAGE
DIRT
LANDSC

APELANDSC
APE

PLANTER

OVERHANG

OVERHANG
LAN
DSC
APE
LANDSC
APE
CONC
DIRT
AC

CONC WALK
AC
AC
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW

ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW AC

LOT LINELOT LINELOT LINELOT LINE

LOT LIN
E

LOT LIN
E
LO
T LI
NE

LOT LIN
E

R/W R/W R/W R/W
R/W
R/W
R/W
R/W
CL
CL
CLCL
DIRT
DIRT
DIRT
VAULT
VAULT
DIRT
DIRT
GATE
GA
TE
GAT
E
GATE
GATE
GATE

UTIL CAB

BUS SHELTER

MOW STRIP

AC UNIT

OVERHANG
OVER-
HAN
G
EVT

BUILDING
LIGH
T
POLE
BASE

GRADE BREAK

GRADE BRE
AK

GRADE BREAK
RAMP
META
L B
LEA
CH
ER
S

STORAGE CONTAINER

UTIL CAB

METAL BLEACHERS W/

SHADE STRUCTURE
DIR
T
G
R
A
S
S

SCOREBOA
RD

DRAINAGE

STRUCTUR
E
GATE
GATE
CONC

FOUNTAIN

OVERHANG
OVE
RHAN
G

UTIL CAB

UTIL CAB
OVER -
HAN
G

OVERHAN
G
20" TREE
27" TREE 27" TREE
26" TREE
27" TREE
22" TREE
21" TRE
E
20" TREE
18" TREE
22" TREE
17" TREE
22" TREE
21" TREE
21" TRE
E
18" TREE
51" TREE
24" TRE
E
34" TREE
20" TREE
21" TREE
37" TREE
26" TREE
32" TREE
18" TREE
30" TREE
31" TREE
40" TRE
E
20" TREE
36" TREE
17" TREE
29" TREE
16" TREE
22" TREE
25" TREE
15" TREE
12" TREE
20" TREE
18" TREE
26" TREE
43" TREE
17" TREE
36" TREE
13" TREE
23" TREE
16" TREE
22" TREE
15" TREE
27" TREE
33" TREE
23" TREE
10" TREE
6" TREE
5" TREE
35" TREE
5" TREE
6" TREE
30" TREE
28" TREE
31" TREE
20" TREE
26" TREE
20" TREE
8" TREE
19" TREE
20" TREE
13" TREE
9" TREE
11" TREE
28" TREE
12" TREE
25" TREE
30" TREE
4" TREE
37" TREE
32" TREE
3" TREE
30" TREE
5" TREE
9" TREE
5" TREE
2" TREE
12" TREE
3" TREE
8" TREE
12" T
REE
18" TREE
7" TREE
7" TREE
8" TREE
2" TREE
2" TREE
5" TREE
5" TREE
6" TREE
19" TREE
4" TREE
27" TREE
17" TREE
29" TREE
5" TREE
21" TREE
19" TREE
6" TREE
16" TREE
20" TREE
50" TREE
1" TREE
7" TREE
40" TREE
32" TREE
18" TREE
9" TREE
44" TREE
48" TREE
35" TREE
9" TREE
27" TREE
8" TREE
18" TREE
22" TREE
24" TREE
27" TREE
41" TREE
29" TREE
38" TREE
26" TREE
37" TREE
6" TREE
2" TREE
23" TREE
52" TREE
3" TREE
22" TREE
48" TREE
11" TREE
7" TREE
39" TREE
4" TREE
31" TREE
32" TREE
30" TREE
6" TREE
17" TREE
24" TREE
3" TREE
10" TREE
6" TREE
11" TREE
11" TREE
4" TREE
51" TREE
11" TREE
7" TREE
10" TREE
3" TREE
2" TREE
33" TREE
2" TREE
31" TREE
9" TREE
6" TREE
5" TREE
2" TREE
6" TREE
24" TREE
1" TREE
10" TREE
9" TREE
12" TREE
2" TREE
32" TREE
14" TREE
2" TREE
20" T
REE
24" TREE
34" TREE
32" TREE
4" TREE
7" TREE
CP 1
CP 2
CP 3
CP 4
CP 5
CP 6
CP 8
CP 9
CP 10
CP 11
CP 12
CP 13
CP 14
CP 15
CP 16
CP 17
CP 20
201
202
CP 7
CP 18
B
B
B
B
B
GV
B
BB
B
RISER
DS
36" STUM
P
RISER
R
RISER
R
RISER
DS
RISER
R
B
RISER
DS
B
B
SDMH
1222.27 RIM

TMH
1221.54 RIM

TMH
1221.00 RIM

SDMH
1219.72 RIM

SDMH
1219.57 RIM

RISER
RISER
(2)R
RISER
RISER
RISER
RISER
(4)R
RISER
R
RISER(6) R
RISER
RISER
RISER
RISER
RISER
RISER
DS
RISER
DS
P
P
P
P
P
P
B
POLE
POLE
B
B
UV
P
25" TREE

BUILDING
AC
AC
CONC
CONC
DIRT
CONTA
INER

CONTAIN
ER
CONTAI
NER
B
B

AC BERM
GATE
GAT
E
LANDS
CAPE

AC BERM
AC
E
E
E
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
W
E
E
E
E
E
E
E
E
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E

WWWWWWWWWWWW
S L
SL
SL
SL
SL
S
L
S
L
S
L
S
L
S
L
S
L
S
L
S
L
S
L
S L
S L
S L
S L
S L
S L
S
L
S L
S L
G
G
G
G
G
G
G
G
G
G
G

G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G
G
G
G
G
G
G
G
G
G
G
G

G G G G G G G G G G G G G G G G G
R
W
R
W
R
W
R W
SL
SL
S
L
S
L
S
L
S
L
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
R
W
R
W
R
WR
W

W W W W
W
W
WWWW
W
W
U
U
U
U

U U U U U
U
U
U
U
UUUUUU

W W W W W W W W W W W W W W W W W W W W
C
C
C
C
C
C
C
C
C
C
C

S L S L S L S L S L S L S L S L S L S L
S L
S L
S L
S L
S
L
S
L
S
L
S
L
S L
S
L
S
L
S L
S L
S L
S L
S L
S L
S L
S L
S L
S L

S SS SS SS SS SS S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S
S
S S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
S S
S S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
L
S
L
S
L
S
L
S
L
S
L
S
L
S
L
S
L
S
L
S
L
S
L
S
L
S
L
S
L
S
L
S
L
S
L
S
L
S L
S L
S L
S L
S L
S L
S L
S L
S L
S
L
S
L
S
L
S
L
S
L
S L
S
L
S
L
S
L
S
L
S
L
S L
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S
S
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
U
W
G
E
E
G
C

DALBEY DRIVE DALBEY DRIVE
NE
W

HALL AVENUE
NE
W

STORM DRAIN MANHOLE
INVERT DEPTH AT 4'-6"

FROM TOP OF RIM

STORM DRAIN MANHOLE
INVERT DEPTH AT 3'-2"

FROM TOP OF RIM
3'-10"
5'-4"
10'-10"
2' BRACKET
3'-4"
2'-4"
2'-10"
2'-9"3'-0"

STORM DRAIN VAULT
INVERT DEPTH AT 2'-7"

FROM TOP OF LID

STORM DRAIN MANHOLE
INVERT DEPTH AT 5'-4"

FROM TOP OF RIM
6'-0"

DROP INLET INVERT DEPTH AT
1'-7" FROM TOP OF GRATE

DROP INLET, FULL OF DIRT

UNKNOWN
DROP

ELECTRIC PULLBOX
2'-3" 3'-6"
2'-0"
2'-8"
2'-9"
2'-0" 3'-3"
2'-6"(E)
4'-4"

ELECTRIC PULLBOX
6'-5"
7'-6"
9'-3" SEWER MANHOLE INVERT
DEPTH AT 8'-8" FROM TOP
OF RIM10'-9"
11'-0"
11'-7"
11'-10"
5'-2"

SEWER MANHOLE INVERT DEPTH
AT 8'-9" FROM TOP OF RIM
2'-4"(SS)
3'-7"(E)
6'-7"
3'-7"

SEWER MANHOLE INVERT DEPTH
AT 3'-11" FROM TOP OF RIM

GAS RISER
3'-0"
3'-1"
2'-1" SEWER TANK
1'-4" 1'-2"
1'-11"
1'-8"
1'-11"
1'-8"
1'-7"
3'-7"
1'-6"
1'-8"
2'-1"3'-9"
4'-0"
3'-1"

BACKFLOW

PREVENTE
R

IRRIGATIO
N BOX

SEWER MANHOLE INVERT DEPTH
AT 11'-5" FROM TOP OF RIM

STORM DRAIN MANHOLE INVERT
DEPTH AT 8'-6" FROM TOP OF RIM
6'-3"
4' BRACKET
1'-4"
1'-7"2'-1"

DROP OUTLET

DROP OUTLET
2'-0"
1'-9"
1'-2"(C)
2'-7"3'-2"
3'-2"
4'-7"
4'-6"
5'-4"
2'-0"
1'-5"(E)
3'-5"(E)
2'-6"
2'-7"
COMM
.

DROP

STORM DRAIN MANHOLE
INVERT DEPTH AT 13'-0"

FROM TOP OF RIM
9'-1"
8'-11"
9'-1"

IRRIGATION BOX

IRRIGATION BOX
WATE
R
METE
R
WATE
R
METE
R
GAS
VALV
E

WATER RISER

WATER VALVE,

FULL OF DIRT
4'-3"
3'-5"

IRRIGATION BOX
2' BRACKET
1'-9"
2'-0"(E)

GAS RISER
2'-10"
2'(E) BRACKET
2'-0"(E)
1'-7"(C)
2'-1"
2' BRACKET
3'-1"
2' BRACKET
6'-0"
1'-7"(C)
2'-5"(C)
2'(E) BRACKET
2'(C) BRACKET

WATER VALVE

SEWER CLEANOUT
2' BRACKET
3'-10"(SS)
2'-7"

FIRE HYDRANT

ELECTRI
C

CABINET
UNKNOW

N VAULT
COMM
.

VAULT
UNKNOW

N VAULT
2'-4"(E)

FIRE HYDRANT
UNKNOW

N VAULT

WATER VAULT
9'-6"
OIL
VALV
E
9'-8"
2'-5" 2'-3"
2'-7"

IRRIGATION BOX

SEWER MANHOLE
SMH
1225.54 RIM

CPB
TPB
SMH
1222.81 RIM

CPB
CPB
SMH
1222.61 RIM

XF
MR

ELPBELPB
ELPB
ELPB
ELPB
ELPB
ELPB
ELPB
WM
ICV
WV
WV
WV
HB
WPB
WV
WM
WM
BF
P
BFP
BFP
BFP
ICV
WM
WM
WPB
WPB
WPB
WV
BFPBFP
WPB
ICV
ICV
HB
WV

IRPBIRPB
PB
IRPB
IRPB
IRPB

IRPB IRPB
PB
IRPB
IRPB
IRPB
PB
PB
IRPB
PBPB
PB PB
IRPB
IRPB
IRPB
IRPB
IRPB
IRPB
IRPB
IRPB
IRPB
IRPB
IRPB
PB

IRPB IRPB
EV
T
EVT
SCO
1226.66 RIM

SCO
1226.61 RIM

SCO
1226.82 RIM

SCO
1224.50 RIM

SCO
1223.68 RIM

FH
FH
UP
UP
UP
UP
UP
GM
AV

SDSDSDSDSDSDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD

SDSDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD

SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD

SDSDSDSDSDSDSDSD
SD
SD
SD
SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD

SDSDSDSD

SDSDSDSDSDSDSDSDSDSD
SD SD
SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD

SDSDSDSDSDSDSDSDSD
SD
SD
SD
SD
SD
SD
SD

SDSDSDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SDSDSD
SD
SD
SD
SD
SD
SD

NEWHALL PARK CONCEPT STORMWATER PLAN
Scale: 1" = 30'-0"3
0 30 60 90 ft
22,000 SF BMP

BMP EXCAVATION LIMITS

DALBEY DRIVE

NEWHALL AVENUE
24" RIM INVERT, TYP

DEMOLISH EXISTING CONCRETE CULVERT

NEW VERTICAL CONCRETE CULVERT AT PROPERTY LINE
26' LONG 42" CONCRETE STORMWATER DRAIN LINE

DEMOLISH EXISTING STORMWATER BUBBLER

DEMOLISH EXISTING STORMWATER PIPE, ABANDON WHERE UNDER EXISTING TREE DRIP LINE NEW 42" HDPE STORM LINE
NEW 18" HDPE STORM LINE

BMP SEDIMENTATION CHAMBER INVERT IN

GRASS SWALE FLOW LINE

BMP SURGE INVERT OUT

25.000

BMP SEDIMENTATION CHAMBER

BMP DIVERSION LINE INVERT FROM

MUNICIPAL SW SYSTEM

BMP DIVERSION LINE

HYDRODYNAMIC SEPARATOR

BMP SURGE TIE IN TO EXISTING SW LINE

CONCEPT STORMWATER PLAN TAKEOFF

TOTAL STALLS BY TYPE

SYMBOL QTY TYPE
740 LF 42" HDPE STORM LINE
4,000 LF 18" HDPE STORM LINE
26 LF 42" CONCRETE DRAIN PIPE
63 EA 24" RIM INLET
8 EA 48" MANHOLE
2 EA 42" STORM PIPE CONCRETE CULVERT
2 EA HYDRODYNAMIC SEPARATOR

SD SD SD SD

SD SD SD SD
Existing Building
Restroom reconfiguration options
24923 Newhall Ave Santa Clarita CA
B&G new restroom
6/7/26
Newhall Park Upgrades
P.3
25'-4"
17'-4"26'-0"
6'-2"
6"10'-8"4'-0"10'-8"
4"8'-2 1/2"8'-2 1/2"4" 8'-2 1/2"
25'-4"
Women's Restroom
plumbing chase
Men's Restroom
24923 Newhall Ave Santa Clarita CA
BG restroom
6/7/26
Newhall Park Upgrades
P.4

24923 Newhall Ave Santa Clarita CA
B&G new restroom a l t
6/7/26
Newhall Park Upgrades
P.5
6'-0" 58'-0"
6"6'-6" 4'-8"10'-8"
52'-0" 6'-0"
plumbing chase
Women's Restroom
plumbing chase
Men's Restroom
24923 Newhall Ave Santa Clarita CA
BG restroom a l t
6/7/26
Newhall Park Upgrades
P.6

24923 Newhall Ave Santa Clarita CA
alternate B&Gfootprints
6/7/26
Newhall Park Upgrades
P.7
B&G footprintB&G alternate footprint
24923 Newhall Ave Santa Clarita CA
Pump Room
6/7/26
Newhall Park Upgrades
P.8
22'-0"
42'-0"
26'-0" 16'-0"
22'-0"
18'-0" 4'-0"
1'' EFFLUENT
1'' INFLUENT
1" INFLUENT
1" EFFLUENT
24923 Newhall Ave Santa Clarita CA
splashpump/shower
6/7/26
Newhall Park Upgrades
P.9

Overlay Limits

Survey Limits

New Curb and Gutter Limits (ONLY IN GAPS WHERE GUTTER DOES NOT CURRENTLY EXIST)

++++ ++++
+++++
+++++++++
++
++++++++
+++ +++++
++++++++++
+
++++
+ ++
++
+
+++++
+++ ++

OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW OHW
OHW
OHW
OHW

OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW
OHWOHW
OHW
OHW
OHW

OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW

OHWOHW OHWOHWOHW
OHW
+
+
20" TREE
27" TREE
27" TREE
26" TREE
27" TREE
22" TREE
21" TREE20" TREE
18" TREE
22" TREE17" TREE22" TREE
21" TREE
21" TREE
18" TREE
51" TREE
24" TREE
34" TREE
20" TREE
21" TREE37" TREE
26" TREE
32" TREE
18" TREE
30" TREE
31" TREE
40" TREE
20" TREE
36" TREE
17" TREE
29" TREE
16" TREE22" TREE
25" TREE
15" TREE
12" TREE
20" TREE18" TREE26" TREE
43" TREE
17" TREE
36" TREE13" TREE
23" TREE
16" TREE
22" TREE
15" TREE
27" TREE
33" TREE
23" TREE
10" TREE
6" TREE
5" TREE
35" TREE
5" TREE
6" TREE
30" TREE
28" TREE
31" TREE
20" TREE
26" TREE
20" TREE
8" TREE
19" TREE20" TREE
13" TREE
9" TREE
11" TREE
28" TREE
12" TREE
25" TREE
30" TREE
4" TREE
37" TREE
32" TREE
3" TREE
30" TREE
5" TREE
9" TREE
5" TREE
2" TREE
12" TREE
3" TREE
8" TREE12" TREE
18" TREE
7" TREE
7" TREE
8" TREE
2" TREE2" TREE
5" TREE
5" TREE
6" TREE
19" TREE
4" TREE
27" TREE
17" TREE
29" TREE
5" TREE
21" TREE
19" TREE
6" TREE
16" TREE
20" TREE
50" TREE
1" TREE
7" TREE
40" TREE
32" TREE
18" TREE
9" TREE
44" TREE
48" TREE
35" TREE
9" TREE
27" TREE
8" TREE
18" TREE
22" TREE
24" TREE
27" TREE
41" TREE
29" TREE
38" TREE
26" TREE
37" TREE
6" TREE
2" TREE
23" TREE
52" TREE
3" TREE
22" TREE
48" TREE
11" TREE
7" TREE
39" TREE
4" TREE
31" TREE
32" TREE
30" TREE
6" TREE
17" TREE
24" TREE
3" TREE
10" TREE
6" TREE
11" TREE
11" TREE
4" TREE
51" TREE
11" TREE
7" TREE
10" TREE
3" TREE2" TREE
33" TREE
2" TREE
31" TREE
9" TREE
6" TREE
5" TREE
2" TREE6" TREE
24" TREE
1" TREE10" TREE
9" TREE
23" MULTI TREE21" MULTI TREE
12" TREE
2" TREE
32" TREE
14" TREE
2" TREE
20" TREE
24" TREE
34" TREE
32" TREE
4" TREE
7" TREE
CP 1
CP 2
CP 3
CP 4
CP 5
CP 6 CP 8
CP 9
CP 10
CP 11
CP 12
CP 13
CP 14
CP 15
CP 16
CP 17
CP 20
201202
CP 7
CP 18
1224.24 FFCL DOOR1225.44 FFCL DOOR
1226.78 FFCL DOOR
1225.05
1225.471225.331224.771224.67IRPBIRPB1224.691225.101225.251225.49 1225.37
B1225.18
1225.3
B1225.521225.651225.711225.3
1225.771225.611224.5 GB1224.49 CONC
1224.47 CONC1224.5 GB1226.01 CONC1225.59 GB1225.651221.84 INV16IN CMP1222.89 INV16IN CMP 1225.6
1223.11 INV24IN CMP1223.6
1225.81225.931225.78B1226.3
1226.2 GND1226.21 CONC
1226.031226.32 CONC1226.3 GND
1226.47
1226.371226.391226.73
1226.71SCO1226.66 RIM
SCO1226.61 RIM1226.681226.5 GND1226.67 CONC
1226.751226.8 GND1226.76
1226.321226.151226.65
1226.671226.651226.85 CONC
1226.90 CONC1226.681226.52WM1226.8 GND
1227.22
1227.51
1227.891227.69
1228.041227.761228.3
1233.1
1227.871227.25
1227.92 FSCL DOOR1227.96 FSCL DOOR
1227.62
1227.93 FSCL DOOR1227.97 FSCL DOOR
1227.62
1227.151227.02SCO1226.82 RIM
1226.18 TG1226.33 EP1226.65 TC1226.311226.99 TC1226.44 FC 1227.05 FC1227.64 TC
B1227.35 FC1227.93 TC
1226.61226.61226.7 1226.61226.6
1229.6
1230.31230.71231.81229.51232.2
1229.51228.0
1227.68 FC1228.20 TC
1227.961228.101227.70BBGMPB
1227.58
1220.76
1220.67 TC1220.01 FC1220.42
1220.52
1220.92
1220.83 TC1220.17 FC1220.65
1220.79
1220.50 FC1221.16 TC
1221.28
1220.76 FC1221.42 TC1221.52
1220.95 FC1221.63 TC1221.69
1221.45 FC1222.11 TC1222.22
1226.44
1226.54
1226.80
1227.111227.20
1227.101227.22
1227.451227.53
1227.811227.911227.94ELPBELPB1227.45 TGB1227.96
1227.831227.881227.821227.821227.781227.651227.74
1228.021227.981227.961227.941228.00
1227.831227.91
1224.101224.14
1224.171224.151224.061223.96
1223.80
1223.541223.77
1223.95
1223.8 1223.4
1223.4
1223.9
1223.8
1225.5
1226.1
1226.51226.89IRPBIRPB
ELPB
1226.67
1225.7IRPB
1225.2
1225.2
ICVIRPB1224.3
1224.6
1224.46 FC1224.87 TC1224.32 TC1224.25 FC1224.57 TC1224.11 FC1224.18 TG1224.61 TC1224.13 FC1224.801224.69 TC1224.21 FC 1224.31 FC1224.81 TC1224.85
1225.231225.72
1224.54 FC1225.06 TC
IRPB1225.10 TC1224.62 FC
1225.12 TC1224.64 FC1225.52 TC1225.04 FC
1225.43 TC1224.94 FC
1224.63 FC1225.07 TC1224.69 FC1225.05 TC
1225.36 TC1224.80 FC1224.74 FC1225.21 TC
1225.06 FC1225.53 TC1225.36 FC1225.81 TC
1225.60 FC1226.04 TC
1225.9
1225.8
1225.9
1225.211224.90 FL1225.22 FC1225.70 TC1225.94
1225.86 TC1225.36 FC1225.02 FL
1225.81 FC1226.28 TC1226.0
1226.11225.47 FC1225.97 TC1226.14
1226.11
1225.58 TC1225.14 FC1225.521225.97 FC1226.34 TC1226.43 TC1226.02 FC1225.25 FC1225.71 TC1226.11 TC1225.64 FCELPB1226.28 1226.431226.26 TC1225.80 FC1225.49 FL1225.701226.32 FC1226.83 TC1226.5 1227.01226.94 TC1226.53 FC1225.911225.68 FL1225.99 FC1226.46 TC1226.651225.90 1225.271225.311225.321225.311225.061225.54 FFCL DOOR1225.321224.88SCO1224.50 RIM1224.56 1224.72EVTGV1224.961225.08
1225.52 FFCL DOOR1225.441225.401225.42 FFCL DOOR1225.381225.381225.401225.371225.04 1225.361225.321225.14
SMH1225.54 RIM1225.73WV
WV
1226.231225.48
1225.451226.761226.11 FC1226.53 TC1226.02
1226.061226.16 FC1226.61 TC

WVBBFHBB
1225.82 FL
1227.06 TC1226.63 FC
1226.96 TC1226.50 FC1226.81227.11 TC1226.70 FC
1227.41227.43 TC1226.93 FC1227.27 TC1226.83 FC
1227.2
1227.34 TC1226.92 FC1226.58 FC1227.00 TCPB1226.41
1226.161226.30 TC1225.90 FC1226.46 TC1226.03 FC1226.05 FC1226.43 TC1226.91 TC1226.42 FC 1224.401224.381224.40
1224.41
1224.411224.361224.41
1224.391224.39
1226.94 TC1226.52 FC
1226.99 TC1226.75 FC1226.91 FC1226.92 TC1227.011227.161227.28 1226.88
ELPB
1226.99 FC1227.00 TC
1226.39 FC1226.46 TC
1226.59 FC
1226.83 TC1226.41 FC
1227.05
1227.151227.07
1227.401227.411227.21227.38
1226.45 FC1227.27 TC1226.47 FL
1227.01 TC1226.95 FC1227.22 TC1227.22 FC1227.08
1226.25 FL1226.04 FL
1224.31 FFCL DOOR1224.34 FFCL DOOR1224.30 FFCL DOOR
DS1224.31 FW1224.29 FW
36" STUMP1224.02 FW1223.991223.96
1223.77 FW
R1224.011223.74HB1223.42INV CD1223.89R1223.951223.70 FW 1223.831223.88 FW1223.83 FLDS
1225.56 INV4IN PVC1225.65INV PVC-4IN1225.331226.75 TW1225.29 GB 1226.27 TW1224.8 GB1224.9 GB1226.39 TW1225.2 GB1226.75 TW 1225.97 TG1225.93 TG1225.9
1225.89 TG1226.30 TW1225.07 GND1228.56 TWR1225.40 GND
1225.43 CONC1225.0 GND1224.8 GND1225.11 CONC
1224.481224.481224.95 INV4IN CONC PIPE1224.92 INV4IN CONC PIPE1224.96 INV4IN CONC PIPE1225.00 INV4IN CONC PIPE1225.05 INV4IN CONC PIPE1225.13 INV4IN CONC PIPE 1225.49 FFCL DOOR1225.43 FFCL DOOR
1225.201223.771223.54B
1224.1CPB
1224.0 GND1224.03 CONC
1223.95 FL1223.75 FLWPB1224.10
WV
1224.91ELPB1224.82
1224.66
1224.591224.11
1224.31
1224.111224.04DS 1224.6 GB
1224.41 GB1225.55 TW
1223.761223.6
1223.71223.51223.41223.21223.31223.261223.20BB
1223.03 CONC1222.88 CONC1222.401222.201222.99
IRPB
1223.32
1223.641223.7
1223.441223.69
1225.13 TG
1225.18
1223.761223.99
1225.28 TG1225.26 TG
1224.231224.261224.23
TPB
1224.31 TC1223.63 FC1223.19 FC1223.94 TC1222.79 FC1223.47 TC 1223.33
1222.74 TC1222.63 FC1222.45 FC1222.54 TC1222.35 FC1223.01 TC1222.211222.94 TC1222.45 FC1222.34 FC1222.37 TC 1222.22 FC1222.63 TC1222.44 GB1223.02 FC
1221.691222.46 TC1221.88 FC1222.27 TC1221.88 FC
1222.23 TC1221.86 FC
SDMH1222.27 RIM1222.391222.71
SMH1222.81 RIM
1223.60
1223.11 GB
1222.91IRPB1222.28
1221.96
1223.54 GB1223.64 GB1224.231224.34
1224.4
1225.52 FFCL DOOR
1225.47 FSCL DOOR
1221.98 TC1221.58 FC1221.27 FL1221.40 LIP1221.89 TC1221.17 FL1221.90 TC1221.841220.88 FC1221.57 TC 1221.661221.61
TMH1221.54 RIM1220.33 FC1221.00 TCTMH1221.00 RIM
1221.16
1219.75 FC1220.42 TC
1220.54WMWM1220.64BFP1220.80IRPBBFP1220.16
1220.06 TC1219.37 FC1218.91 FC1219.76 TC
1219.86
SDMH1219.72 RIM1218.93 FC1219.59 TC
1219.84
1218.781219.11 FC1219.55 TC
1218.97 FC1218.97 TC
1219.371219.42 FC1219.74 TC1219.761219.66SDMH1219.57 RIM1218.91 FC1219.57 TC 1218.65 FC1219.57 TC
1220.11220.51221.11221.31221.7
1222.3PB1222.2
1222.31222.23
1222.12
1222.51222.8
1222.7
1223.001223.7
1222.94PB
1222.21222.18
1222.271222.21222.13 GB
1222.221222.0
1221.591221.671221.37
1221.371221.5
1221.7
1221.401221.451221.291221.31221.68
1221.76
1221.7
1222.43
1221.4
1221.4
1221.54
1221.80
1221.96
ICV

CPBCPBWMWMIRPB
1221.6
1221.9
1220.9
1220.9
1220.8
1221.1
1221.1
1221.19 TG1219.39 INV 8IN PVC-NW
1221.41221.5
PBPB
1221.611221.641221.971221.891221.7
1221.741221.76
1221.8
1222.2PB1222.2PB
1222.3
1222.1IRPB
1222.48
1222.36
1222.63
1222.68
1222.71222.51222.41222.3WPB
1222.12 CONC1221.8 GB
1222.0 GB1222.08 CONC
1221.941221.85
1222.5 GB
1222.54
1225.46 FSCL DOOR
1225.35
1225.41 FSCL DOOR
WPBWPB1225.21
1224.36 TC1223.68 FC1224.03 FC1224.47 TC1224.79 TC1224.38 FC1224.22 FL1224.61 FL1224.71 FC1225.10 TC1225.44 TC1225.03 FC1224.91 FL1225.14 FC1225.81 TC1225.35 FL1225.60 FC1225.98 TC1226.36 TC1225.89 FC1226.37 TC1225.74 FCAV1226.62 TC1226.00 FC1226.91 FC1226.93 TC 1226.78 TC1226.39 FC
1226.80 TC1226.33 FC1226.64 TC1226.10 FC
1226.02 FC1226.55 TC1226.74 TC1226.32 FC1226.34 FC1226.80 TC1226.38 TC1226.34 FC 1226.97 TC
1226.96 FC1226.98 TC1226.50 FC1226.94 TCIRPB1226.95 TC1226.95 FC1226.01 1226.731226.50
IRPBIRPB1225.41 TG1225.741225.531225.61
1225.471225.79
1226.36
1226.39WVBFP1226.60
1226.68
1226.9
1226.8IRPBIRPB1226.5
1226.8
1226.31225.9
WPB
IRPB

IRPBIRPBIRPB
1225.46 FSCL DOOR1225.35ELPB
1225.06 CONC1224.5 GB1224.46 CONC1224.0 GB
1224.02 CONC1223.4 GB1223.85 CONC1223.3 GB1223.41
1223.161223.061223.101223.10
ELPB1223.5 GB1223.56 CONC1223.42 CONC1222.9 GND1222.91223.52 CONC1222.8 GB 1223.57 CONC1222.9 GBIRPB
(2)R(4)R
1225.161225.391225.47 FSCL DOOR
1224.051224.50 TC1224.05 FC1224.77 FC1225.19 TC1224.55
1224.501223.31223.31224.341224.45
1223.6
1222.9 1222.71222.91224.1
1222.78
1222.70
1222.67
1222.941223.32
1223.371223.52
SMH1222.61 RIM
1221.82
1221.80
1223.99 CONC1223.4 GND
1223.6 GND1224.42 CONC
1225.11 CONC1224.0 GNDR
(6) RICVDSICV1222.991223.00
DSHBWVSCO1223.68 RIM
1224.24 FSCL DOOR
1223.01
1223.78 CONC1223.3 GB
PP
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1226.76 FFCL DOOR
UP

UP UP UP UP
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1220.95
1221.10
1221.29
1221.41
1221.46
1221.62
1221.90
1221.3
1221.4
1221.4
1221.5
1221.9
1221.8
1222.2
1222.3
1222.4
1222.8
1223.1
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1226.91
1226.45
1226.53
B
1226.91226.9 1226.8
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1226.1
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POLEPOLE1223.76
1224.68
1223.84
1220.8 1219.29
1219.19
1223.89
1225.361225.36
1225.35
1225.451225.12
1225.43
B
1223.05
B
1225.64INV CD
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1225.41
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1225.38
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R.C.E.DATE:PROJECT ENGINEERWORK ORDEROFSHEET NO.DRAWN BY:CHECKED BY:

HORIZ.VERT.SCALE:
n:\projects\1087\engineering\acad\exhibits\newhall park santa clarita_sewer camera exhibit.dwgDRAWING:
333 N. LANTANA ST, SUITE 287, CAMARILLO, CA 93010PHONE: 805.322.4443 WEBSITE: WWW.ECGCIVIL.COM

MARKDATEDESCRIPTIONBY REVISIONS
DATEDATE REVIEWED BY:11

NEWHALL PARKSEWER CAMERA EXHIBITNEWHALL, CA
0SCALE: 1"=40'4080120
NSEW

DALBEY DRIVE

NEWHALL AVENUE
D'
C
E
F
9 10
12 6
5 1
14 13
8 3
7 2
11 4

PREVIOUS CPT

PROPOSED

INFILTRATION

PROPOSED

HOLLOW STEM

PREVIOUS
89-006 BORINGS
IT-2
IT-1
IT-3
IT-5
IT-4

INFILTRATION
BORING

PROPOSED CORING LOCATIONS

ROADWAY PAVEMENT INVESTIGATION

Santa Clarita City CouncilAugust 25, 2026

Santa Clarita City Council
August 25, 2026