Agenda packet — Colfax City Council, July 9, 2025

Colfax City Council Meetings are ADA compliant. If you need disability-related modification or accommodation including auxiliary aids or services to participate in this meeting, please contact the City Clerk at (530) 346-2313 at least 72 hours prior to make arrangements for ensuring your accessibility.

July 9, 2025
City Council Meeting
COUNCIL CHAMBERS, 33 SOUTH MAIN STREET, COLFAX, CA
Mayor Sean Lomen ⋅ Mayor Pro Tem Caroline McCully
Councilmembers Trinity Burruss ⋅ Kim Douglass ⋅ Larry Hillberg

REGULAR MEETING AGENDA
July 9, 2025
Regular Session 6:00 PM
Closed Session to Follow
You may access the meeting and address the Council by the following means:

ZOOM at
https://us02web.zoom.us/j/84968570574
Dial in by calling one of the numbers listed below and enter the Webinar ID:
849 6857 0574
1 669 900 6833 / 1 669 444 9171 / 1 719 359 4580 / 1 253 205 0468 View Only on Facebook Live on our City of Colfax page: City of Colfax, California.

You may also submit written comments to the City Clerk via email at [email protected], via regular mail to P.O. Box 702, Colfax CA 95713, or by dropping them off at City Hall, 33 S. Main Street, Colfax CA 95713. Comments received will be submitted to Council and made a part of the record.

While the City makes every effort to allow public participation in City Council meetings via Zoom and Facebook Live as described above, we cannot guarantee these services will be accessible. We encourage interested members of the public to submit written comments in advance of the meeting or attend the meeting in person. 1 OPEN SESSION
1A. Call Open Session to Order
1B. Pledge of Allegiance
1C. Roll Call
1D. Approval of Agenda Order
Thisisthe time for changesto the agenda to be considered including removal, postponement, or change to the agenda sequence.

Recommended Action: By motion, accept the agenda as presented or amended. 1E. Statement of Conflict of Interest
2 CONSENT CALENDAR
Matters on the Consent Calendar are routine in nature and will be approved by one blanket motion with a Council vote. No discussion of these items ensues unless specific items are pulled for discussion and separate action. If you wish to have an item pulled from the Consent Agenda for discussion, please notify the Mayor.

Recommended Action: Approve Consent Calendar
Recommended Action: By Motion, approve the Colfax City Council minutes of 6/25/2025. 1 2A. Minutes (Pages 4-7)
Colfax City Council Meetings are ADA compliant. If you need disability-related modification or accommodation including auxiliary aids or services to participate in this meeting, please contact the City Clerk at (530) 346-2313 at least 72 hours prior to make arrangements for ensuring your accessibility.

July 9, 2025
2B. Cash Summary – June 2025
Recommended Action: Accept and File.
2C. City Project Report
Recommended Action: Review and Comment.
*** End of Consent Calendar ***
3 AGENCY REPORTS
3A. Placer County Sheriff’s Office
3B. California Highway Patrol
3C. Placer County Fire Department/CALFIRE
3D. Non-Profits
4 PRESENTATIONS
4A. Dr. Harry, Professional Marketing
5 Recommended Action: Listen to the presentation and comment.

PUBLIC HEARING
Notice to the Public: City Council, when considering a matter scheduled for hearing, will take the following actions:

1. Presentation by Staff

2. Open the Public Hearing

3. Presentation, when applicable, by Applicant

4. Accept Public Testimony

5. When applicable, Applicant rebuttal period

6. Close Public Hearing (No public comment is taken, hearing is closed)

7. Council comments and questions

8. City Council Action
Public Hearings that are continued will be so noted. The continued Public Hearing will be listed on a subsequent council agenda and posting of that agenda will serve as notice. 5A. ADU Ordinance Update
Recommended Action: Introduce the proposed ordinance by title only, conduct a public hearing to adopt an Ordinance updating the City’s Zoning Code Section 17.196 Accessory Dwelling Unit Ordinance as recommended by the State Housing and Community Development Department (HCD), waive the first reading and schedule the proposed ordinance for a second reading and adoption at the next regular City Council meeting currently scheduled for July 23, 2025, to be effective 30 days after adoption. 6 PUBLIC COMMENT
Members of the public are permitted to address the Council orally or in writing on matters of concern to the public within the subject matter jurisdiction of the City that are not listed on this agenda. Please make your comments as succinct as possible. Oral comments made at the meeting may not exceed five (5) minutes per speaker. Written comments should not exceed 800 words. Written comments received before the close of an agenda item may be read into the record, with a maximum allowance of five (5) minutes in length. Council cannot act on items not listed on this agenda but may briefly respond to statements made or questions posed, request clarification, refer the matter to staff, or place the matter on a future agenda.
7 COUNCIL AND STAFF
The purpose of these reports is to provide information to the Council and public on projects, programs, and issues discussed at committee meetings and other items of Colfax related information. No decisions will be made on these issues. If a member of the Council prefers formal action be taken on any committee reports or other information, the issue will be placed on a future Council meeting agenda.
7A. Committee Reports and Colfax Informational Items – All Councilmembers 7B. City Operations Update – City Manager
2 (Pages 8-15)
(Pages 16-21)
(Pages 22-46)
(Pages 47-63)
Colfax City Council Meetings are ADA compliant. If you need disability-related modification or accommodation including auxiliary aids or services to participate in this meeting, please contact the City Clerk at (530) 346-2313 at least 72 hours prior to make arrangements for ensuring your accessibility.

July 9, 2025
I, Amanda Ahre, City Clerk for the City of Colfax, declare that this agenda was posted in accordance with the Brown Act at Colfax City Hall and Colfax Post Office. The agenda is also available on the City website at http://colfax-ca.gov/ Amanda Ahre, City Clerk
Administrative Remedies must be exhausted prior to action being initiated in a court of law. If you challenge City Council action in court, you may be limited to raising only those issues you or someone else raised at a public hearing described in this notice/agenda, or in written correspondence delivered to the City Clerk of the City of Colfax at, or prior to, said public hearing.

LEVINE ACT WARNING: In certain instances, parties, participants, and their agents before the City Council are subject to the campaign disclosure provisions detailed in Government Code Section 84308, California Code of Regulations Sections 18438.1 through 18438.8, and Fair Political Practices Commission Opinion 0-22-002. All parties, participants, and their agents are hereby directed to review these sections for compliance. If you believe that these provisions apply to you or a Council Member, please inform the City Clerk at the earliest possible opportunity. 8 COUNCIL BUSINESS
8A. Skate Park Project - Approve Final Plans
Recommended Action: Adopt Resolution __-2025 Approving the final Skate Park plans and authorize the City Manager to solicit bids for construction of the Colfax Skate Park. 8B. Green Machine Donation for Lions Park Skate Park
Recommended Action: Review and Direct Staff.
8C. Railroad Days Request for Funding
Recommended Action: Adopt Resolution __-2025 authorizing the City Manager to make a donation in the amount of $3.500.00 to Colfax Railroad Days non-profit to support the 2025 Railroad Days Event. 8D. 4th of July Decorating Contest
Recommended Action: Discuss and award the 1st, 2nd, and 3rd place participants. 9 GOOD OF THE ORDER
Informal statements, observation reports and inquiries regarding the business of the City may be presented by Councilmembers under this agenda item or requests for placement of items of interest on a future agenda. No action will be taken.
9A. Public Comment on Good of the Order
Members of the public are permitted to address the Council on matters that relate to general welfare of the City that have not been previously discussed on this agenda. Oral comments may not exceed five (5) minutes. Written comments should not exceed 800 words.
10 CLOSED SESSION
10A. Public Comment (On Closed Session Items Only)
10B. By Consensus of the Council, adjourn to a Closed Session 10C. Public Employee Performance Evaluation Pursuant to Government Code Section §54957 Title: City Manager
11 ADJOURNMENT
3 (Pages 64-97)
(Pages 98-106)
(Pages 107-110)
(Page 111)
CityCouncilMinutes
Regular Meeting of Colfax City Council
Wednesday, June 25, 2025
City Hall Council Chambers, 33 S Main Street,
Colfax CA and attended via Teleconference through ZOOM
1 OPENSESSION
1A. CallOpen Session to Order – Mayor Pro Lomen called the Open Session to order at 6:04 p.m. 1B. Pledge of Allegiance – Mayor Lomen lead the Pledge of Allegiance. 1C. Roll Call

Present: , Councilmember Burruss, Councilmember Douglass, Councilmember Hillberg, Mayor Pro Tem McCully, Mayor Lomen

Absent:
1D. Approval of Agenda Order
MOTION made by Councilmember Burruss to approve the agenda order, seconded by Mayor Pro Tem McCully, and approved by the following vote:

AYES: Burruss, Douglass, Hillberg, McCully, Lomen
NOES:

ABSTAIN:

ABSENT:
1E. Statement of Conflict of Interest – No conflicts were identified by the Council or the public. 2 CONSENT CALENDAR
2A. Minutes
Recommended Action: By Motion, approve the Colfax City Council minutes of 6/11/2025. 2B. Cash Summary – May 2025
Recommended Action: Accept and File.
2C. Quarterly Sales Tax Analysis – Quarter Ended March 31, 2025 Recommended Action: Accept and File.
2D. City Project Report
Recommended Action: Review and Comment.
2E. Fiscal Year 2025-2026 Sewer Impact Fees
Recommended Action: Receive and File.
2F. Fiscal Year 2025-2026 CalPERS Contribution Rates
Recommended Action: Receive and File.
2G. Fiscal Year 2025-2026 COLA Adjustments
Recommended Action: Receive and File.
2H. Wastewater Treatment Plant Laboratory Services – 49er Water Services Recommended Action: Adopt Resolution 24-2025 authorizing the City Manager to enter into a contract with 49er Water Services for Wastewater Laboratory services for a three-year term with an option to extend the agreement for two additional years, and an amount not to exceed $200,000.00.

Item 2A4

MOTION made by Councilmember Douglass to approve the consent calendar Seconded by Councilmember Burruss, and approved by the following vote:

AYES: Burruss, Douglass, Hillberg, McCully, Lomen
NOES:

ABSTAIN:

ABSENT:
3 Agency Reports
3A. Placer County Sheriff’s – Sergeant Toby Williams reported on the two wrong-way driver situations on Highway 80 over the weekend, the recovery of the 3 drownings near Soda Springs, and the preparations for the 3rd of July celebration.
3B. CHP – Absent
3C. Placer County Fire/CALFIRE— Battalion Chief Clint Siebert reported on the two wrong-way driver situations on Highway 80, a structure fire that was in downtown Colfax, the burn ban that is in effect, and the upstaffing of the Colfax station for the 3rd of July celebration. 3D. Non-Profits – Caroline Presson, with the 3rd of July, gave a fundraising update, set-up information, and schedule of events for the upcoming 3rd of July celebration. 4 PRESENTATION (NONE)
5 PUBLIC HEARING (NONE)
6 PUBLIC COMMENT
Robert Dougan stated he is excited for the Skate Park to come back to Council for design approval.

Harry Anderson spoke on the Good Day Sacramento interview at the Wrecking Crew, the roundabout sign, empty commercial buildings ordinance from the Auburn City Council, and the need to market Colfax to visitors.

Tom Parnham thanked Council for all they do for Colfax, and would like to see movement on the Colfax Hotel remodel.

Caroline Presson stated that Good Day Sacramento will be at 3rd of July.

Josh talked about the desire to work with the City to create affordable housing units off of Whitcomb Ave.

Deborah Frankel requested Council and staff to explain acronyms to the public prior to using them. 7 COUNCIL AND STAFF
7A. Committee Reports and Colfax Informational Items – All Councilmembers.

Councilmember Douglass attended the Auburn City Council meeting and spoke of an Ordinance regarding vacant commercial buildings they are working on passing.

Councilmember Hillberg attended the SVCC Board meeting where a new board was selected. He would like to work on setting a date for a Winterfest workshop.

Councilmember Burruss met with Councilmember Hillberg to discuss the MOU with SVCC, and attended a PCTPA meeting where funding allocations were discussed.

Mayor Pro Tem McCully attended a SACOG meeting and a Placer County Air Pollution Control District meeting.

Item 2A5

Mayor Lomen was on vacation and had nothing to report.
7B. City Operations Update – City Manager
City Manager Walker talked about the Solar project at the WWTP, the upcoming contract with Adams Ashby for CDBG Grant Management, PCWA leadership retreat at Hellhole Reservoir, and PW continuing to get the downtown ready for the 3rd of July celebration.
8 COUNCIL BUSINESS
8A. WWTP Solar System Project Acceptance
Recommended Action: Adopt Resolution 25-2025 authorizing the City Manager to execute and record a Notice of Completion for the Solar System and release all remaining retention, Project No. 68-2020.

City Manager Walker introduced this item. Jim Fletter attended via ZOOM to answer any questions.

Council discussed. Councilmember Burruss questioned the receipt of the PTO (permission to operate) letter from PG&E.

No comment from the public.

MOTION made by Councilmember Burruss to approve Resolution 25-2025 once the copy of the Permission to Operate letter from PG&E is received by the City, seconded by Mayor Pro Tem McCully, and approved by the following vote:

AYES: Burruss, Douglass, Hillberg, McCully, Lomen
NOES:

ABSTAIN:

ABSENT:
8B. Fiscal Year 2025-2026 Sewer Service Charges
Recommended Action: Discuss and Adopt Resolution 26-2025 establishing sewer service charges for Fiscal Year 2025/2026, effective July 1, 2025.

City Manager Walker introduced this item and gave a brief overview of the 2024 Sewer Rate Study and its adoption.

Council discussed a 0% sewer rate increase.

Tom Parnham and Caroline Presson thanked Council for not seeking to increase the sewer rate.

MOTION made by Councilmember Hillberg to approve Resolution 26-2025 establishing a 0% increase for sewer service charges for FY 2025/2026, seconded by Councilmember Burruss, and approved by the following vote:

AYES: Burruss, Douglass, Hillberg, McCully, Lomen
NOES:

ABSTAIN:

ABSENT:
9 GOOD OF THE ORDER
Councilmember Douglass would like to set a date for a Public Workshop for Winterfest.

Councilmember Hillberg had nothing to report
Item 2A6

Councilmember Burruss had nothing to report.

Mayor Pro Tem McCully reminded everyone of the 4th of July decorating contest, Bunco, the School Supply give away at the Baptist Church, and the 3rd of July Celebration.

Mayor Lomen thanked everyone for their work to make the 3rd of July Celebration possible. 9A. Public Comment on Good of the Order
No Public comment on good of the order.
10 CLOSED SESSION (NONE)
11 ADJOURNMENT
As there was no further business on the agenda, Mayor Lomen adjourned the meeting by motion and without objection at 7:05 p.m. Respectfully submitted to City Council this 9th day of July, 2025.

Amanda Ahre, City Clerk
Item 2A7
City of Colfax Cash Summary – June 2025
Staff Report July 9, 2025
Staff Report to City Council
FOR THE JULY 9, 2025 REGULAR CITY COUNCIL MEETING
From: Ron Walker, City Manager
Prepared by: Shanna Stahl – Administrative Services Officer Subject: Cash Summary – June 2025
Budget Impact Overview:

N/A: √ Funded: Un-funded: Amount: Fund(s):

Summary/Background
The monthly financial report includes General Fund Reserved Cash Analysis Graphs and the City of Colfax Cash Summary Report (with supporting documentation). The purpose of these reports is to provide the status of funds and transparency for Council and the public regarding the financial transactions of the City. The reports are prepared monthly on a cash basis and are reconciled to the General Ledger accounting system, previous reports, and bank statements. Detailed budget comparisons are provided as a mid-year report and as part of the proposed budget process.

The attached reports reflect an overview of the financial transactions of the City of Colfax in June 2025. Some monthly highlights are listed below:

June revenues included:
o Allocation for Sales Tax revenues for the month of April 2025. (two-month lag). o CDBG Road Rehab Project reimbursement
June expenditures included:
o Regular monthly expenditures.
o WWTP Construction grant expenditures
o Placer County Sheriff fourth quarter fiscal year 24/25 payment. o Negative cash fund balances at the end of June are primarily due to the timing of funding allocations and reimbursements:
o Fund 250 – Streets – Roads/Transportation. These expenses are funded by annual Transportation funding through Placer County Transportation Agency (PCTPA), transfer of City Gas Tax revenues, and a General Fund allocation.
o Fund 348 – Home Hardening. This is a reimbursable grant with a 10% City match requirement.

Reports will be submitted quarterly.
o Fund 358 – CDBG Road Rehabilitation. This is a reimbursable grant pending Phase II approval. o Fund 363 – Railroad Street Crossing. These expenses are being tracked for the Railroad Street Crossing Improvements with Union Pacific Railroad.
o Fund 575 – WWTP Construction Grant. This is a reimbursable grant. Reimbursement requests are submitted quarterly.

RECOMMENDED ACTION: Accept and File.

Item 2B8
City of Colfax Cash Summary – June 2025
Staff Report July 9, 2025
o Fund 590 – Sewer Consolidation Planning Grant. This is a reimbursable grant – reimbursement requests are scheduled to be submitted quarterly upon final award of application grant. Tentatively scheduled for Winter 2025.
o Anticipated revenues/expenditures for July include:
o Revenues
 Allocation for Sales Tax revenues reported/paid to the State for the month of May 2025 (two-month lag).
 Capital project reimbursements.
o Expenditures
 Approved capital project expenditures. The WWTP construction is in the final stages.  Ongoing monthly operating expenses.

Attachments:

1. General Fund Reserved Cash Analysis Graph

2. Cash Activity Reports
a. Cash Summary
b. Cash Transactions Report – by individual fund
c. Check Register Report - Accounts Payable
Item 2B9
Prev Yr Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Cash Balance FY2024-25 $4,363 $4,352 $4,761 $4,545 $4,705 $5,212 $5,100 $5,577 $6,055 $5,853 $5,957 $6,500 $6,385 Budget FY2024-25 $4,363 $4,363 $4,363 $4,363 $4,363 $4,363 $4,363 $4,363 $4,363 $4,363 $4,363 $4,363 $4,363 Cash Balance FY2023-24 $3,911 $3,785 $3,834 $3,638 $3,789 $3,911 $3,791 $4,162 $4,263 $4,124 $4,251 $4,570 $4,363 Cash Balance FY2022-23 $3,418 $3,412 $3,568 $3,396 $3,451 $3,644 $3,560 $3,935 $4,039 $3,819 $3,765 $4,087 $3,911 Cash Balance FY2021-22 $2,857 $2,831 $2,953 $2,833 $2,943 $2,946 $2,794 $3,120 $3,088 $2,971 $3,004 $3,462 $3,418 Cash Balance FY2020-21 $2,311 $2,392 $2,497 $2,386 $2,402 $2,463 $2,393 $2,688 $2,760 $2,612 $2,771 $3,023 $2,857 Cash Balance FY2019-20 $2,013 $2,069 $2,169 $2,110 $2,170 $2,467 $2,373 $2,747 $2,730 $2,615 $2,627 $2,910 $2,311 *Reserves (Ops, Cap, Pen) $1,095 $1,145 $1,145 $1,145 $1,145 $1,145 $1,145 $1,145 $1,145 $1,145 $1,145 $1,145 $1,145 $-
$1,000
$2,000
$3,000
$4,000
$5,000
$6,000
$7,000
City of Colfax - June 2025
General Fund Reserved Cash Analysis
(Dollars in Thousands)
Fiscal Year 2024-25 >>
Item 2B10
Balance 5/31/25 Revenues In* Expenses Out* Transfers Balance 6/30/25 US Bank $ 132,386.63 $ 709,726.75 $ (1,015,791.17) $ 300,000.00 $ 126,322.21 LAIF $ 11,197,819.63 $ - $ - $ (300,000.00) $ 10,897,819.63 Total Cash - General Ledger $ 11,330,206.26 $ 709,726.75 $ (1,015,791.17) $ - $ 11,024,141.84 Petty Cash (In Safe) $ 300.00 $ 300.00
Total Cash $ 11,330,506.26 $ 709,726.75 $ (1,015,791.17) $ - $ 11,024,441.84 Change in Cash Account Balance - Total $ (306,064.42)
Attached Reports:

1. Cash Transactions Report (By Individual Fund)

2. Check Register Report (Accounts Payable) $ (919,794.03) Cash Receipts $ 499,596.77
Payroll Checks and Tax Deposits $ (82,357.61)
Utility Billings - Receipts $ 196,490.45
LAIF Interest $ -
Void Checks $ -
$ (306,064.42) $ -
*Does not include transfers between funds
Prepared by: Shanna Stahl, Administrative Services Officer Shanna Stahl, Administrative Services Officer
Reviewed by:

Ron Walker, City Manager
City of Colfax
Cash Summary
June 30, 2025
Item 2B11
Beginning
Balance
Debit
Revenues
Credit
(Expenditures)
Ending
Balance
Fund Type: 1.11 - General Fund - Unassigned
Fund: 100 - General Fund $ 6,267,558.46 $ 232,819.22 $ (345,929.94) $ 6,154,447.74 Fund: 120 - Land Development Fees $ 205,266.14 $ 685.00 $ (2,775.00) $ 203,176.14 Fund: 200 - Cannabis Application $ 27,489.72 $ - $ - $ 27,489.72 Fund Type: 1.11 - General Fund - Unassigned $ 6,500,333.28 $ 233,504.22 $ (348,704.94) $ 6,385,113.60 Fund Type: 1.14 - General Fund - Restricted
Fund: 205 - Escrow Funds $ - $ - $ - $ -
Fund: 571 - AB939 Landfill Diversion $ 23,299.04 $ - $ - $ 23,299.04 Fund: 572 - Landfill Post Closure Maintenance $ 923,614.86 $ - $ (15,759.81) $ 907,855.05 Fund Type: 1.14 - General Fund - Restricted $ 946,910.42 $ - $ (15,759.81) $ 931,154.09 Fund Type: 1.24 - Special Rev Funds - Restricted
Fund: 210 - Mitigation Fees - Roads $ 26,065.51 $ - $ - $ 26,065.51 Fund: 211 - Mitigation Fees - Drainage $ 25,240.67 $ - $ - $ 25,240.67 Fund: 212 - Mitigation Fees - Trails $ 82,789.31 $ - $ - $ 82,789.31 Fund: 213 - Mitigation Fees - Parks/Rec $ 206,154.30 $ - $ - $ 206,154.30 Fund: 214 - Mitigation Fees - City Bldgs $ 82,200.67 $ - $ - $ 82,200.67 Fund: 215 - Mitigation Fees - Vehicles $ 26,253.25 $ - $ - $ 26,253.25 Fund: 217 - Mitigation Fees - DT Parking $ 46,022.89 $ - $ - $ 46,022.89 Fund: 218 - Support Law Enforcement $ 25,000.00 $ - $ (25,000.00) $ - Fund: 244 - CDBG Program Inc - ME Lending $ 6,800.00 $ 500.00 $ - $ 7,300.00 Fund: 250 - Streets - Roads/Transportation $ (124,589.87) $ 69,598.00 $ (20,843.23) $ (75,835.10) Fund: 253 - Gas Taxes $ 34,831.58 $ 5,703.99 $ (3,242.97) $ 37,292.60 Fund: 257 - Street /Road - Transit Capital $ 64,298.77 $ - $ - $ 64,298.77 Fund: 258 - Road Maintenance - SB1/RSTBG $ 40,692.56 $ 7,563.23 $ - $ 48,255.79 Fund: 270 - Beverage Container Recycling $ 21,063.75 $ - $ - $ 21,063.75 Fund: 280 - Oil Recycling $ 4,153.33 $ - $ - $ 4,153.33 Fund: 290 - SB1383 Implementation Grant $ 40,809.06 $ - $ (4,773.00) $ 36,036.06 Fund: 291 - City County Beverage Container $ 5,016.43 $ - $ - $ 5,016.43 Fund: 292 - Fire Department Capital Funds $ 102,850.89 $ - $ - $ 102,850.89 Fund: 342 - Fire Construction - Mitigation $ 101,517.95 $ - $ - $ 101,517.95 Fund: 343 - Recreation Construction $ 101,518.49 $ - $ - $ 101,518.49 Fund Type: 1.24 - Special Rev Funds - Restrict $ 918,689.54 $ 83,365.22 $ (53,859.20) $ 948,195.56 Fund Type: 1.34 - Capital Projects - Restricted
Fund: 300 - GF Capital Projects $ - $ - $ - $ -
Fund: 348 - Home Hardening CalOES $ (17,497.93) $ - $ (12,224.42) $ (29,722.35) Fund: 358 - CDBG Pavement $ (202,429.24) $ 195,029.24 $ (950.00) $ (8,350.00) Fund: 363 - Railroad Street Crossing $ (1,712.76) $ - $ (465.10) $ (2,177.86) Fund Type: 1.34 - Capital Projects - Restricted $ (221,639.93) $ 195,029.24 $ (13,639.52) $ (40,250.21) Fund Type: 2.11 - Enterprise Funds
Fund: 560 - Sewer $ 2,285,965.07 $ 126,108.89 $ (123,352.53) $ 2,288,721.43 Fund: 561 - Sewer Liftstations $ 370,758.43 $ 18,589.95 $ (58,679.20) $ 330,669.18 Fund: 563 - Wastewater Treatment Plant $ 1,404,851.73 $ 52,975.39 $ - $ 1,457,827.12 Fund: 564 - Sewer Connections $ 363,408.66 $ - $ - $ 363,408.66 Fund: 575 - WWTP Construction Grant $ (1,177,463.91) $ - $ (401,795.97) $ (1,579,259.88) Fund: 590 - Sewer Consolidation Planning $ (65,152.88) $ - $ - $ (65,152.88) Fund Type: 2.11 - Enterprise Funds - Unassign $ 3,182,351.62 $ 197,674.23 $ (583,827.70) $ 2,796,213.63 Fund Type: 9.0 - CLEARING ACCOUNT
Fund: 998 - PAYROLL CLEARING FUND $ 3,561.33 $ 153.84 $ - $ 3,715.17 Fund Type: 9.0 - CLEARING ACCOUNT $ 3,561.33 $ 153.84 $ - $ 3,715.17 Grand Totals: $ 11,330,206.26 $ 709,726.75 $ (1,015,791.17) $ 11,024,141.84 City of Colfax
Cash Transactions Report - June 2025
Item 2B12

CITY OF COLFAX
Check Register Report
Check
Date
Check
Number
Status Amount
BANK:

Vendor
Number Vendor Name Check Description
US BANK Page: 1
Time: 11:55 am
Date: 07/02/2025
Void/Stop
Date
Reconcile
Date
US BANK Checks
61782 06/02/25 Reconciled 06/30/25 01448 AMERIGAS - COLFAX CITY HALL PROPANE 209.98 61783 06/02/25 Reconciled 06/30/25 01448 AMERIGAS - COLFAX CORP YARD PROPANE 136.08 61784 06/02/25 Reconciled 06/30/25 01500 ANDERSON'S SIERRA IRRIGATON SUPPLIES 650.80 ARACO TOWING & 325.00

AUTOMOTIVE
61785 06/02/25 Reconciled 06/30/25 11202 TOW ABANDONED VEHICLE 61786 06/02/25 Reconciled 06/30/25 01794 AUBURN SAW INC TRIMMER REPAIR 226.54 61787 06/02/25 Reconciled 06/30/25 2819 BIG BRAND TIRE & SERVICE PW VEHICLE MAINTENANCE 3,180.21 CLEAR PATH LAND 1,575.00

EVOLVEMENT,
61788 06/02/25 Reconciled 06/30/25 03482 EASEMENT REVIEW 61789 06/02/25 Reconciled 06/30/25 03511 COLFAX GARDEN CLUB REFUND DEPOSIT 100.00 FRONTIER 363.04

COMMUNICATIONS
61790 06/02/25 Reconciled 06/30/25 06278 WWTP PHONE
61791 06/02/25 Reconciled 06/30/25 07570 GRAINGER WWTP SUPPLIES 322.13 61792 06/02/25 Reconciled 06/30/25 08050 HACH COMPANY WWTP POLE MOUNT SENSOR 4,378.75 HOME DEPOT CREDIT 522.23

SERVICES
61793 06/02/25 Reconciled 06/30/25 08501 SUPPLIES
61794 06/02/25 Reconciled 06/30/25 08660 HUNT AND SONS, LLC FUEL 871.37 61795 06/02/25 Reconciled 06/30/25 09540 INTERSTATE SALES POSTS FOR STREET SIGNS 891.03 NORTHERN CALIFORNIA 230.99
GLOVE
61796 06/02/25 Reconciled 06/30/25 14356 SAFETY GLASSES 61797 06/02/25 Reconciled 06/30/25 15900 PAC MACHINE CO., INC LS #5 PUMP 11,869.83 PLACER COUNTY 182.92

DOCUMENT
61798 06/02/25 Reconciled 06/30/25 16192 ENVELOPES
PLACER COUNTY 1,010.00

ENVIRONMENTAL
61799 06/02/25 Reconciled 06/30/25 16168 WWTP HAZMAT FY 25/26 61800 06/02/25 Reconciled 06/30/25 18193 RECOLOGY AUBURN PLACER 40% TAX ROLL TEETER FY 24/25 2,686.34 61801 06/02/25 Reconciled 06/30/25 18496 RIVER CITY RENTALS TOOL RENTAL 145.00 61802 06/02/25 Reconciled 06/30/25 18600 RUSSELL, EVALINE REFUND DEPOSIT 180.00 SIERRA MOUNTAIN 113.45

INTERNET
61803 06/02/25 Reconciled 06/30/25 19393 WWTP INTERNET JUNE 25 61804 06/02/25 Reconciled 06/30/25 19990 T-MOBILE USA INC WWTP INTERNET MAY 25 54.40 UNION PACIFIC RAILROAD 465.10

COMPANY
61805 06/02/25 Reconciled 06/30/25 21131 PRIVATE XING/2 PUBLIC XINGS 61806 06/02/25 Reconciled 06/30/25 21500 USA BLUE BOOK, INC WWTP LAB SUPPLIES 452.64 61807 06/02/25 Reconciled 06/30/25 23169 WAVE BUSINESS SOLUTIONS CORP YARD INTERNET 71.83 61808 06/02/25 Reconciled 06/30/25 23169 WAVE BUSINESS SOLUTIONS CITY HALL INTERNET 159.90 61809 06/02/25 Reconciled 06/30/25 23450 WINNER CHEVROLET, INC. WWTP VEHICLE MAINTENANCE 106.84 61810 06/02/25 Reconciled 06/30/25 23453 WM LYLES ALGAE REDUCTION APR 25 390,127.97 61811 06/02/25 Reconciled 06/30/25 23451 WOOD RODGERS WWTP INSTRUMENTATION SURVEY 1,687.50 APR 25
61812 06/02/25 Reconciled 06/30/25 23451 WOOD RODGERS WWTP SEWER DESIGN & CONST 3,043.00 APRIL 2025
61813 06/02/25 Reconciled 06/30/25 03141 CALPERS HEALTH PREMIUMS JUNE 25 17,646.36 61814 06/11/25 Reconciled 06/30/25 01142 4LEAF, INC. HOME HARDENING MAY 25 12,224.42 61815 06/11/25 Reconciled 06/30/25 01766 AT&T MOBILITY CITY CELL PHONES 801.00 61816 06/11/25 Reconciled 06/30/25 03160 CARTWRIGHT NOR CAL, INC. ENG SVCS MAY 25 14,350.00 61817 06/11/25 Reconciled 06/30/25 03401 CHOICE BUILDER PREMIUMS JULY 25 876.24 61818 06/11/25 Reconciled 06/30/25 3475 CLARK PEST CONTROL PEST CONTROL MAY 25 559.00 61819 06/11/25 Reconciled 06/30/25 3555 COLFAX RAILROAD DAYS EVENT DEPOSIT REFUND 100.00 61820 06/11/25 Reconciled 06/30/25 04234 DE LAGE LANDEN FINANCIAL COPY MACH LEASE JUN 25 504.79 GOLD MOUNTAIN 223.79

CALIFORNIA
61821 06/11/25 Reconciled 06/30/25 07460 ADU ORDINANCE NOTICE 61822 06/11/25 Reconciled 06/30/25 07570 GRAINGER WWTP SUPPLIES 216.22 61823 06/11/25 Reconciled 06/30/25 07570 GRAINGER WWTP SUPPLIES 18.54 61824 06/11/25 Reconciled 06/30/25 08050 HACH COMPANY WWTP PROBE & MODULE 27,313.18 61825 06/11/25 Reconciled 06/30/25 08170 HILLS FLAT LUMBER CO SUPPLIES 1,554.66 61826 06/11/25 Reconciled 06/30/25 08660 HUNT AND SONS, LLC FUEL 827.50 61827 06/11/25 Reconciled 06/30/25 09455 INLAND BUSINESS SYSTEMS COPY MACH LEASE Q3 24/25 6,528.31 MANAGEMENT ADVISORY 3,901.10

SERVICES
61828 06/11/25 Reconciled 06/30/25 13191 PLANNING SVCS MAY 25 61829 06/11/25 Reconciled 06/30/25 15900 PAC MACHINE CO., INC PUMP FOR IRRIGATION 1,795.22 Item 2B13

CITY OF COLFAX
Check Register Report
Check
Date
Check
Number
Status Amount
BANK:

Vendor
Number Vendor Name Check Description
US BANK Page: 2
Time: 11:55 am
Date: 07/02/2025
Void/Stop
Date
Reconcile
Date
US BANK Checks
61830 06/11/25 Reconciled 06/30/25 16035 PG&E ELECTRICITY 19,911.40 61831 06/11/25 Reconciled 06/30/25 16040A PITNEY BOWES POSTAGE MACH LEASE Q4 188.76 PLACER COUNTY SHERIFF 243,042.00
DEPT.
61832 06/11/25 Reconciled 06/30/25 16200 Q4 FY 24/25 SHERIFF SERVICES 61833 06/11/25 Reconciled 06/30/25 17951 R3 CONSULTING GROUP GRANT FUND MGMNT MAY 25 3,915.00 61834 06/11/25 Reconciled 06/30/25 19037 SAFE SIDE SECURITY CORP YARD SECURITY JUN 25 155.00 61835 06/11/25 Reconciled 06/30/25 19037 SAFE SIDE SECURITY WWTP SECURITY JUN 25 95.00 61836 06/11/25 Reconciled 06/30/25 19591 SECURITAS TECHNOLOGY DEPOT SECURITY Q1 FY 25/26 175.71 61837 06/11/25 Reconciled 06/30/25 01790 SIERRA OFFICE PRODUCTS SUPPLIES 169.96 61838 06/11/25 Reconciled 06/30/25 19743 WILLIAM STOCKWIN JUNE COLFAX CONNECTIONS 300.00 61839 06/11/25 Reconciled 06/30/25 19750 CHARLES STONE ESQ REFUND DEPOSIT/EVENT 320.00 61840 06/11/25 Reconciled 06/30/25 20570 TIMOTHY JONES FINANCIAL SVCS APR 25 1,540.00 61841 06/11/25 Reconciled 06/30/25 20575 TTJ CONSULTING INC. FINANCIAL SVCS MAY 25 8,580.00 US BANK CORPORATE PMT 2,465.20
SYSTEM
61842 06/11/25 Reconciled 06/30/25 21560 SUPPLIES
61843 06/11/25 Reconciled 06/30/25 22134 VISION QUEST TECH SUPPORT JULY 25 4,053.33 61844 06/11/25 Reconciled 06/30/25 22134 VISION QUEST NEW LAPTOP 1,394.90 61845 06/11/25 Reconciled 06/30/25 22134 VISION QUEST NEW MONITOR/CABLE 48.02 61846 06/11/25 Reconciled 06/30/25 23120 RON WALKER CAP TO CAP EXPENSES 214.70 61847 06/11/25 Reconciled 06/30/25 23169 WAVE BUSINESS SOLUTIONS DEPOT PHONE 18.37 61848 06/11/25 Reconciled 06/30/25 23169 WAVE BUSINESS SOLUTIONS CITY HALL PHONES 214.56 61849 06/24/25 Printed 01424 ALL PRO BACKFLOW ANNUAL BACKFLOW TESTING 1,235.00 61850 06/24/25 Printed 3425 CINTAS UNIFORMS MAY 2025 567.27 61851 06/24/25 Reconciled 06/30/25 3494 COLANTUONO, HIGHSMITH & LEGAL MATTERS MAY 2025 4,825.00 COLFAX FARM AND COUNTRY 61.75
STORE
61852 06/24/25 Printed 06730 SUPPLIES
COMMERCIAL PUMP 2,567.69

SERVICE, INC
61853 06/24/25 Printed 03562 LS 5 PUMP INSTALL
CRANMER ENGINEERING, 6,815.00
INC.
61854 06/24/25 Printed 03650 LANDFILL MONITORING MAY 2025 EDWARDS HEATING & 1,493.75

COOLING
61855 06/24/25 Reconciled 06/30/25 05120 BALL PARK PUMP SERVICE 61856 06/24/25 Printed 08660 HUNT AND SONS, LLC FUEL 782.64 61857 06/24/25 Printed 18400 NAPA AUTO PARTS SUPPLIES 725.18 61858 06/24/25 Reconciled 06/30/25 16300 PCWA -PLACER COUNTY WATER 2,614.11 61859 06/24/25 Printed 16040 PURCHASE POWER POSTAGE 507.00 61860 06/24/25 Printed 19192 SECRETARY OF STATE NOTARY APPLICATION/EXAM 40.00 61861 06/24/25 Printed 19399 SIERRA SOAR DONATION-BOYS BASKETBALL 2,200.00

PROGRAM
61862 06/24/25 Printed 23169 WAVE BUSINESS SOLUTIONS CORP YARD INTERNET 75.79 61863 06/24/25 Printed 23301 WESTERN PLACER WASTE SLUDGE REMOVAL MAY 2025 611.05 61864 06/30/25 Printed 1161 49ER WATER SERVICES WWTP TESTING MAY 2025 2,017.00 61865 06/30/25 Printed 1161 49ER WATER SERVICES WWTP TESTING 349.00 61866 06/30/25 Printed 1161 49ER WATER SERVICES WWTP TESTING 439.00 61867 06/30/25 Printed 1161 49ER WATER SERVICES WWTP TESTING 40.00 61868 06/30/25 Printed 1161 49ER WATER SERVICES WWTP TESTING 530.00 61869 06/30/25 Printed 1161 49ER WATER SERVICES WWTP TESTING 70.00 61870 06/30/25 Printed 01448 AMERIGAS - COLFAX CITY HALL PROPANE 67.44 BUREAU VERITAS NORTH 6,887.00

AMERICA
61871 06/30/25 Printed 02901 BLDG OFFICIAL MAY 2025
BUREAU VERITAS NORTH 600.00

AMERICA
61872 06/30/25 Printed 02901 PLAN REVIEW
BUREAU VERITAS NORTH 412.50

AMERICA
61873 06/30/25 Printed 02901 PLAN REVIEW
61874 06/30/25 Printed 3469 CIVIC PLUS AGENDA MNGMT SOFTWARE 5,775.00

IMPLEMENTATION
61875 06/30/25 Printed 3475 CLARK PEST CONTROL PEST CONTROL JUNE 25 559.00 61876 06/30/25 Printed 3126 CRAFCO COLD PATCH 619.88
61877 06/30/25 Printed 04234 DE LAGE LANDEN FINANCIAL COPY MACH LEASE JUL25 504.79 Item 2B14

CITY OF COLFAX
Check Register Report
Check
Date
Check
Number
Status Amount
BANK:

Vendor
Number Vendor Name Check Description
US BANK Page: 3
Time: 11:55 am
Date: 07/02/2025
Void/Stop
Date
Reconcile
Date
US BANK Checks
EDWARDS HEATING & 703.86

COOLING
61878 06/30/25 Printed 05120 WWTP HVAC SERVICE
FRONTIER 174.68

COMMUNICATIONS
61879 06/30/25 Printed 06278 WWTP PHONE
FRONTIER 174.68

COMMUNICATIONS
61880 06/30/25 Printed 06278 WWTP PHONE JUL25
61881 06/30/25 Printed 07570 GRAINGER WWTP SUPPLIES 15.83 HINDERLITER, DE LLAMAS & 714.13
ASSOC
61882 06/30/25 Printed 08200 SALES TAX AUDIT Q4 FY 24/25 HOME DEPOT CREDIT 184.00

SERVICES
61883 06/30/25 Printed 08501 SUPPLIES
61884 06/30/25 Printed 09540 INTERSTATE SALES STREET SIGNS 202.70 61885 06/30/25 Printed 09540 INTERSTATE SALES CURB PAINT 515.34 61886 06/30/25 Printed 09540 INTERSTATE SALES BARRICADES 1,550.30 61887 06/30/25 Printed 09540 INTERSTATE SALES PAINT 160.61 61888 06/30/25 Printed 23101 LARRY WALKER ASSOCIATES NPDES PERMIT ASSIST MAY 25 391.50 LAWRENCE & ASSOCIATES 5,058.15
INC
61889 06/30/25 Printed 12180 LANDFILL MONITORING MAY 25 LIEBERT CASSIDY 135.00

WHITMORE
61890 06/30/25 Printed 12209 LEGAL MATTERS MAY 25
61891 06/30/25 Printed 19390 MAR-VAL'S SIERRA MARKET WATER 18.38 61892 06/30/25 Printed 14275 NEWINGTON, ERIN REFUND EVENT DEPOSIT 100.00 61893 06/30/25 Printed 16035 PG&E ELECTRICITY 26,735.31 PLACER COUNTY SHERIFF 5,568.00
DEPT.
61894 06/30/25 Printed 16200 BOOKING FEES MAY 2025
SIERRA MOUNTAIN 113.45

INTERNET
61895 06/30/25 Printed 19393 WWTP INTERNET JUL 25
61896 06/30/25 Printed 19990 T-MOBILE USA INC WWTP INTERNET JUNE 25 54.40 W. ROSENAU MOTOR 20,543.75

REWINDING
61897 06/30/25 Printed 18579 LS #5 MOTOR REWIND
61898 06/30/25 Printed 23169 WAVE BUSINESS SOLUTIONS CITY HALL INTERNET 159.90 61899 06/30/25 Printed 18883 WAXIE SANITARY SUPPLY SUPPLIES 1,621.11 61900 06/30/25 Printed 23451 WOOD RODGERS WWTP SEWER DESIGN & CONST MAY 8,325.00 2025
Total Checks: 119 Checks Total (excluding void checks): 919,794.03 Total Payments: 119 Bank Total (excluding void checks): 919,794.03 Total Payments: 119 Grand Total (excluding void checks): 919,794.03 Item 2B15
City of Colfax Project(s) Report
Staff Report July 9, 2025
Staff Report to City Council
FOR THE JULY 9, 2025 REGULAR CITY COUNCIL MEETING
Budget Impact Overview:

N/A: X Funded: Un-funded: Amount: Fund(s):

Summary/Background
The following is a list of projects, by department, that have either been completed or are in progress.

Week of – June 8, 2025- June 14, 2025
City Manager
• Attended Agenda Management software meeting.
• Met individually with Larry Hillberg, and Kim Douglass, Winterfest Ad Hoc Committee. • Working with Public Works staff to prepare for the 3rd of July celebration. • Met with Tim Jones to discuss city finance.
• Attended the City Council meeting.
• Met with Jim Fletter to discuss PCWA reimbursement for work performed during I&I project. • Reviewed CDBG grant management proposals.
• On site for Solar Inspection at Wastewater Treatment Plant.

Planning
• Research on complaints regarding concrete plant operations. • Draft updated ground floor retail staff report.
• Review SACOG data for the Blueprint update.
• Respond to zoning requests.
• Submitted City's annual water efficient landscape ordinance reporting form to Department. of Water Resources.

Maintenance Department
• Cleared more brush and weeds from Roy Toms.
• Weeded drainage behind Shadow Wood complex.
• Weeded entrance to the ballpark.
• Painted some of Main St. trash cans.
• Painted Roy Toms benches.
• Pressure washed Depot.
• Poured concrete footings for public parking signs at Roy Toms.

From: Ron Walker, City Manager
Prepared by: Ron Walker, City Manager
Subject: City Projects Report
RECOMMENDED ACTION: Review and Comment.

Item 2C16
City of Colfax Project(s) Report
Staff Report July 9, 2025
Wastewater Treatment Plant/Sewer
• Normal operations
• Our first tour of the plant was a success
• Sent out the plant water pump for repair
• Sent out LS5 pump for repair
• Sent our Influent pump for repair.
• Pond level dropping fast.

Administrative Services
• Completed the bank reconciliation for May 2025.
• Reconciled health benefits for May 2025.
• Started work on the Cash Summary report for May 2025. • Updated the AR Matrix for the new fiscal year.
• Sent out budget vs. actual reports to all department heads. • Completed daily accounting for utility billing, cash receipts, business licensing and payroll (Accounting Technician on vacation).
• Met with Tim Jones regarding city accounting.
• Completed cost analysis of side letter.

City Clerk
• Met with CivicPlus for Agenda Management software.
• Executed an agreement with CivicPlus for Agenda Management software. • Facilitated the June 11, 2025 City Council meeting.
• Helped with the day-to-day operations of City Hall.

Engineering
• Out of the office this week.

Building/Code Enforcement
• 102 Shadow Wood: Preparing vegetation and trash violation letter. Sent letter. • Building w/o permit 121 S. Main- talked with owner and helped with the application process. • Shadow wood vegetation complaint for the storm drainage: Public Works crew knocked it out. • Rock pool at 246 Pine ct. Plan review and working with Yuba River pools submittal requirements.

Approved site plan and T24’s. Waiting for engineering.
• 555 South Auburn suite M. Discussed plan submittal requirements for a Tenant improvement. Meeting Next Thursday to look at the scope of work.
• Talked with new owners of 7 N. main St. about tenant issues, converting living space back to commercial and completing deck permit that expired.
• 80 Sierra Sky: Permit issued for new panel for future use on the lower property. Redlined and approved plans for adding electrical sub-panel, outlet, and lights for well house. • 1213 S. Auburn: suggested they put up a wall, so the cabinet shop is less than 2500sf to avoid sprinkler requirement. Reviewed code with Fire. Removed the 4hr requirement between occupancies. Project moving forward. Discussing ADA requirements.
• 29 Lincoln St.: Large tree removal to begin. Building improvements under way.

Item 2C17
City of Colfax Project(s) Report
Staff Report July 9, 2025
• 7-11 sewer lateral to be repaired from 7-11 cleanout to Starbuck’s cleanout. Contractor to complete the work in a week or two.
• Sent a letter to Starbuck’s at 2 addresses, asking for compliance with the Fats, Oils and Grease that we saw during the lateral inspection. Building owner has been very cooperative. Preparing letter with fines. • 333 Canyon – TI for Sierra Animal Clinic. ADA parking to begin work. New roof, EV charger and solar.

EV charger requires accessible parking and pathway. Approved EV charger permit that will be at the ADA parking for the animal clinic.
• Plan reviews and inspections sewer lateral inspections. • 203/211 Grass Valley: Corrections to the framing and underfloor drainage were missing. Owner to have energy designer adjust to allow LPG water heater. Encroachment permit application to trench across ally to PGE power pole. Gave electrical contractor requirements: trench plates, advising neighbors, paving and more. Encroachment permit issued. Discussed plans/application with owner for his repair to the detached garage.
• 1225 Hwy 174 commercial building development. Waiting for response. No response from applicant. • 416 Rubican SFD. Approved. Waiting for fees to be paid. • ARCO TESLA project: BV approved plans after Civil engineer proved compaction. Putting together approved documents to issue permit. Waiting for grading permit approval. Advised • Colfax Storage: BV sent 2nd round of comments to owner. Had another CASp from BV review to confirm comments. All of us discussed the comments and provided code sections and diagrams to the architect. • 734 HWY 174 New storage building: building done. Retaining wall needs to be finished. • 333 Culver Code violation: HVAC and main panel w/o permit: new panel installed. Discovered a full remodel was done without a permit. “Unsafe building” remains in place. New: kitchen, bathroom, electrical wiring, water heater, windows…. Contractor submitted the application to resolve all the unpermitted work. Issued permit. I talked to the owner about other issues. Inspection Thursday to clear “unsafe building”.
• Orielly’s civil plans almost complete. Building plans approved.

Week of June 15 – 21, 2025
City Manager
• Working with Public Works staff to prepare for the 3rd of July celebration. • Met with Jim Fletter to discuss Shady Glenn project.
• Completed CDBG grant management proposals.
• Attended Railroad Heritage Park meeting.
• Attended SACOG Regional Economic Development meeting.

Planning
• Completed the Governor’s office annual General Plan survey. • Filled in Hazard Mitigation forms to extent information was available. • Continued to work on ADU ordinance.
• Prepared Noise violation letter for 212 Railroad Avenue.

Item 2C18
City of Colfax Project(s) Report
Staff Report July 9, 2025
Maintenance Department
• Anchored and set Public Parking signs for Main St. parking. • Painted city trash cans.
• Met with the electrician to have the booster pump at the ball field wiring completed. • Cleaned up garden beds on Main St.
• Dethatched, fertilized, and seeded grass area at Depot. • Fixed broken toilet at Splash Pad restrooms.
• Repaired 3 broken curbs on Main St.
• Purchased new equipment for the Corp Yard and updated the inventory log with serial numbers and COC tags.
• Weed removal along S. Main St.
• Mow and blow all City parks.
• Cleaned upper Corp Yard with the skid steer.
• Cleaned up and re-arranged the tool room in the Corp Yard. • Repaired split rail on Main St. at the outdoor dining area. • Replaced many faded St. signs around the city.

Wastewater Treatment Plant/Sewer
• Normal operations.
• AC unit went down due to a faulty contactor.
• Disk filter B broke the backwash filter housing unit. Placed order to replace broken part. • Compressor 2 motor failed, working on quotes to replace both compressors. • Pond levels continue to drop.

Administrative Services
• Completed the cash summary report for May 2025
• Completed the sales tax analysis report for the quarter ending 6/30/25. • Prepared staff report for rate adjustments at 6/25/25 meeting. • Provided sales tax historical information to Tim Jones for analysis. • Human Resources duties as necessary.
• Started the audit accounts receivable list.
• Processed land development invoices for all projects. • Updated allocation spreadsheets for Cintas, AT&T and Hunt & Sons • Updated the delinquent utility billing list for tax rolls. • Completed the daily accounting including accounts payable, utility billing, cash receipts and business licensing (Accounting Tech on vacation).

City Clerk
• Began the implementation process for CivicPlus Agenda Management software. • Scheduled the first meeting with Michael Barreau, CivicPlus Implementation Consultant. • Prepared the Agenda Packet for the 6/25/2025 City Council meeting. • Assisted in the day-to-day operations of City Hall.

Engineering
• Out of the office this week.

Item 2C19
City of Colfax Project(s) Report
Staff Report July 9, 2025
Building/Code Enforcement
• 102 Shadow Wood: Preparing vegetation and trash violation letter. Sent letter. • Building w/o permit 121 S. Main- talked with owner and helped with the application process. • Rock pool at 246 Pine ct. Plan review and working with Yuba River pools submittal requirements.

Approved site plan and T24’s. Waiting for engineering.
• 555 South Auburn suite M. Discussed plan submittal requirements for a Tenant improvement. • Talked with new owners of 7 N. main St. about tenant issues, converting living space back to commercial and completing deck permit that expired.
• 80 Sierra Sky: Permit issued for new panel for the future use on the lower property. Redlined and approved plans for adding electrical sub-panel, outlet, and lights for well house. • 1213 S. Auburn: suggested they put up a wall, so the cabinet shop is less than 2500sf to avoid sprinkler requirement. Reviewed code with Fire. Removed the 4hr requirement between occupancies. Project moving forward. Discussing ADA requirements.
• 7-11 sewer lateral to be repaired from 7-11 cleanout to Starbuck’s cleanout. Contractor to complete the work in a week or two.
• Sent a letter to Starbuck’s at 2 addresses, asking for compliance with the Fats, Oils and Grease that we saw during the lateral inspection. Building owner has been very cooperative. • 333 Canyon – TI for Sierra Animal Clinic. ADA parking to begin work. New roof, EV charger and solar.

He now agrees and knows what to do.
• 54 W. Oak St. sewer lateral replacement. Pushed off till July. • 734 HWY 174 New storage building: building done. Retaining wall needs to be finished. • 333 Culver Code violation: HVAC and main panel w/o permit: new panel installed. Discovered a full remodel was done without a permit. “Unsafe building” remains in place. New: kitchen, bathroom, electrical wiring, water heater, windows….Contractor submitted application to resolve all the unpermitted work. Issued permit. Talked to owner about other issues. Inspection Thursday to clear “unsafe building”. • Orielly’s civil plans almost complete. Building plans approved.

Item 2C20
City of Colfax Project(s) Report
Staff Report July 9, 2025
• 411 Veda retaining wall: New Contractor and engineer. New plans to be reviewed. waiting for lot line adjustment
• Pursuing liens on a property on Alpine and on Dinky for non-response. • Working with Tammy on old/expired permits.
• Met with tenant of 21 sunset. Allowed 2 more weeks to remove junk RV trailer. • Met with owner of 1744 S. Canyon to discuss sewer/septic issues. Rear house has to have septic tank removed.

Item 2C21
City of Colfax Dr. Harry, Professional Marketing
Staff Report July 9, 2025
Staff Report to City Council
FOR THE JULY 9, 2025 REGULAR CITY COUNCIL MEETING
From: Ron Walker, City Manager
Prepared by: Ron Walker, City Manager
Subject: Dr. Harry, Professional Marketing
Budget Impact Overview:

N/A: Funded: Un-funded: Amount: Fund(s):

Summary/Background
Harry Anderson has expressed concern that there is a lack of “professional and meaningful” marketing of the City of Colfax in all respects by the City government, and management. And therefore, he will be presenting a “professional marketing and advertising provider” that according to him has impeccable and undisputed credentials, and an outstanding legacy, that in the past, and currently, provide forms of unique advertising that are un-paralleled in the outdoor and indoor marketing to small business and historical districts, of large and small types of cities, making tourist’s visits meaningful and unforgettable.

Attachments:

1. Agenda Request Letter

2. Art Design 1 pic

3. Art Design 2 pic

4. Bagel Flying 1 pic

5. Bagel Flying 2 pic

6. Bagel Flying 3 pic

7. Dolphin mural 1 pic

8. Dolphin mural 2 pic

9. Eagle Delivery 1 pic

10. Eagle Delivery 2 pic

11. Eagle Delivery 3 pic

12. Fish & Chips 1 pic

13. Ike’s Sandwich pic

14. Mad Hatter 1 pic

15. Mad Hatter 2 pic

16. Mad Hatter 3 pic

17. Pier 39 Cone 1 pic

18. Pier 39 Cone 2 pic

19. Pier 39 Cone 3 pic

20. Pier 39 Cone 4 pic

21. Pier 39 Cone 5 pic

22. Pier 39 Ice-cream PDF

23. TJ’s NC 1 pic

24. TJ’s NC 2 pic
RECOMMENDED ACTION: Listen to the presentation and comment.

Item 4A22
July 2, 2025
To: Ron Walker – Colfax City Manager
Subject: Placement on July 9th 2025 Colfax City Council Meeting Agenda Ron,
As you instructed me to do in your email reply to my request to be placed on the agenda, that I have my presentation materials in by today, July 2nd, 2025 by noon today, included in this hand delivered letter is a CD with the presentation material I wish to present and discuss at the July 9th City Council meeting.

Having had many discussions with quite a few residents and business owners of the city of Colfax, there is “deep concerns” by them about the lack of “professional and meaningful” marketing of the City of Colfax in all respects by the City government, and management.

For that reason alone, I am presenting a “professional marketing and advertising provider” that has impeccable and undisputed credentials, and an outstanding legacy, that in the past, and currently, provide forms of unique advertising that are un-paralleled in the outdoor and indoor marketing to small business and historical districts, of large and small types of cities, making tourist’s visits meaningful and unforgettable. By revitalizing previously “dead and/or dying towns and districts”, which lacked “meaningful marketing impressions” to the tourist business, reversed these issues in short order.

I look forward to presenting to the council, and the public at large… The “Back to the Drawing Board Sign Company” at the meeting.

Thank you for placing me on the agenda.

Sincerely,
Harry Anderson
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1 ADU Ordinance Update
City of Colfax
Staff Report July 9, 2025
Staff Report to City Council
FOR THE JULY 9, 2025, REGULAR CITY COUNCIL MEETING
From: Ron Walker, City Manager
Prepared by: Kathy Pease, AICP, Planning Consultant
Subject: ADU Ordinance Update
Budget Impact Overview:

N/A: Funded: Un-funded: √ Amount: Fund(s):

Summary/Background
This is a request to repeal the city’s current ADU Ordinance found in the Zoning Code Chapter

17.196 and replacement/adoption of a Municipal Code amendment to amend the City’s ADU ordinance to be consistent with state law.

Discussion
The current ADU ordinance was amended in 2023 as part of the City’s comprehensive zoning ordinance update. Recently HCD reviewed the city’s ordinance and requested that the city repeal the existing ordinance (Attachment 3). HCD did not provide detail on what they felt was outdated.

In conversations with HCD, they recommended that the City update the ordinance consistent with HCD’s Accelerating Housing Production ADU Ordinance Template.

Staff followed HCD’s template and is proposing changes consistent with HCD’s request. The revisions clarify that detached ADUs and Junior ADUs (a unit that is no more than 500 square feet in size and contained entirely within a single-family residence) are allowed ministerially with just a building permit as long as they comply with the provisions of the ordinance. Planning will review, but the review is limited. By law, the building department must process the approval of ADU/JADUs within 60-days.

An example of what is allowed in the ordinance includes the following:

An application for a permit to establish an ADU or JADU that meets at least one of the following descriptions shall be ministerially approved without a public hearing and is not subject to the development standards of this chapter.

A. One ADU and one JADU are permitted per lot within the existing or proposed space of a single-family dwelling or within an existing accessory structure, that meets specified requirements such as exterior access and setbacks for fire and safety.

RECOMMENDED ACTION: Introduce the proposed ordinance by title only, conduct a public hearing to adopt an Ordinance updating the City’s Zoning Code Section 17.196 Accessory Dwelling Unit ordinance as recommended by the state Housing and Community Development Department (HCD); waive the first reading and schedule the proposed ordinance for a second reading and adoption at the next regular City Council meeting currently scheduled for July 23, 2025, to be effective 30 days after adoption.

Item 5A47
2 ADU Ordinance Update
City of Colfax
Staff Report July 9, 2025
B. One detached new construction ADU. One JADU may also be combined with a detached ADU (Gov. Code Section 66323, subd (a)(1).

C. Multiple ADUs within the portions of multifamily dwelling structures that are not used as livable space. Local agencies must allow an amount of ADUs up to 25 percent of the dwelling units in existing multifamily dwelling structures, or a minimum of one, whichever is greater. (Gov. Code Section 66323, sub (a)(3)).

D. Up to two detached ADUs on a lot that has proposed multifamily dwellings E. Up to eight detached ADUs on a lot that has existing multiple family dwellings provided that the number of ADUs does not exceed the number of existing dwelling units on the lot (Gov.

Code Section 66323 (subd (a)(4)(ii).

The ability to require parking is also limited. The City may not require parking with ½ mile of the train station or within an historic district.

Fiscal
This action has a small impact on the City’s General Fund as a result of this amendment. Staff time to prepare the draft ordinance is an unfunded state mandate that is funded by the City’s General Fund.

Environmental Review
The City of Colfax finds that adoption of this ordinance does not constitute a project under the California Environmental Quality Act (CEQA).

Attachments

1. Ordinance Cover

2. Zoning Code Amendment Ordinance

3. HCD letter dated May 28, 2025

4. Public Hearing Notice
Item 5A48

CITY OF COLFAX
ORDINANCE NO. 562

AN ORDINANCE OF THE CITY COUNCIL OF

THE CITY OF COLFAX AMENDING COLFAX MUNICIPAL
CHAPTER 17.196 REPEALING AND REPLACING THE CITY OF
COLFAX’S EXISTING ACCESSORY DWELLING UNIT ORDINANCE
WITH THE UPDATED ORDINANCE.

The City Council of the City of Colfax does ordain as follows:

Section 1:

Title 17, Chapter 17.196.020 of the Colfax Municipal Code is hereby amended as set forth in Exhibit A attached hereto and by this reference incorporated herein.

Section 2. Superceding Provisions
The provisions of this ordinance and any resolution adopted pursuant hereto shall supersede any previous ordinance or resolution to the extent the same is in conflict herewith.

Section 3. Severability
If any section, phrase, sentence, or portion of this ordinance is for any reason held invalid or unconstitutional by any court of competent jurisdiction, the invalid or unconstitutional portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portions hereof.

Section 4. California Environmental Quality Act Findings The City of Colfax finds that, if the provisions of the California Environmental Quality Act, Public Resources Code §21000 et seq (hereinafter "CEQA") apply, the title of this ordinance would constitute a brief description of the "Project" as required by Section 15062(a)(1) of the Guidelines for Implementation of the California Environmental Quality Act published by the State of California Office of Planning and Research (hereinafter the "CEQA Guidelines").

FINDING OF NO PROJECT
The City of Colfax finds that adoption of this ordinance does not constitute a "Project" as that term is defined by or used in CEQA, the CEQA Guidelines or any court of attorney general opinion construing the same. Accordingly, the City of Colfax finds that the provisions of CEQA and the CEQA Guidelines are not applicable to said action.

FINDING OF EXEMPTION
In the event that it is found that the said action constitutes a "Project" as defined by or used in CEQA or the CEQA Guidelines, which finding would be contrary to the City’s opinion of its action, the City of Colfax hereby finds that said action is exempt from compliance with CEQA and the CEQA Guidelines, for the following reasons: The action falls within the “common sense” CEQA exemption provided in 14 CCR 15061(b)(3) in that CEQA applies only to projects which have the potential for causing a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the action may have a significant effect on the environment, the action is not subject to CEQA. CEQA Guidelines, Section 15061(b)(3). It can be seen with certainty that adoption of this ordinance and its provisions cannot possibly have a significant effect on the environment.

Item 5A49
This ordinance shall, within 15 days after its adoption, be published or posted in accordance with Section 36933 of the Government Code of the State of California with the names of those City Council members voting for and against it.

The foregoing ordinance was introduced at a duly held regular meeting of the City Council of the City of Colfax on the 9th day of July 2025 and passed and adopted at a duly held regular meeting of the City Council on the ___ day of __________ 2025, by the following vote:

AYES:

NOES:

ABSENT:
______________________________
Sean Lomen
Mayor
APPROVED AS TO FORM: ATTEST:
_______________________________ _____________________________ Conor Harkins Amanda Ahre
City Attorney City Clerk
Item 5A50
Item 5A
51 Item 5A
52 Item 5A
53 Item 5A
54 Item 5A
55 Item 5A
56 Item 5A
57 Item 5A
58 Item 5A
59 Item 5A
60 STATE OF CALIFORNIA - BUSINESS, CONSUMER SERVICES AND HOUSING AGENCY GAVIN NEWSOM, Governor

DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT

DIVISION OF HOUSING POLICY DEVELOPMENT
651 Bannon Street, Suite 400
Sacramento, CA 95811
(916) 263-2911 / FAX (916) 263-7453
www.hcd.ca.gov
May 28, 2025
Kathy Pease, Planning Consultant
Management Advisory Services
City of Colfax
33 S Main St
Colfax, CA 95713
Dear Kathy Pease:

RE: City of Colfax - Letter of Technical Assistance Accessory Dwelling Unit (ADU) Ordinance Repeal Request
HCD recently contacted the City of Colfax regarding its ADU Ordinance 555 (Ordinance) given the changes to State ADU Law since the adoption of the Ordinance on October 11, 2023. HCD has been informed that for now, the City intends to exclusively use State ADU Law to process ADU applications, and that they “may” update the Ordinance.

While HCD commends the City’s intention to process ADU applications in accordance with State ADU Law, that on its own does not satisfy the requirements of Government Code section 66326, subdivision (b). Please note that the City has two options in response to a non-compliant ordinance.1 The City can either amend the Ordinance to comply with State ADU Law2 or adopt the Ordinance without changes and include findings in its resolution adopting the Ordinance that explain the reasons the City believes that the Ordinance complies with State ADU Law despite HCD’s findings.3 If the City wishes to utilize State ADU Law in lieu of adopting a compliant ordinance, then the City should repeal the outdated, noncompliant Ordinance to meet the standards of State ADU Law. Repealing the Ordinance would have the additional benefit of clarity for ADU applicants who may otherwise rely on an ordinance that is still included in the City’s Code of Ordinances but is not compliant with State ADU Law.

Public-facing materials such as fact sheets and webpages should match State ADU Law or must be removed.
1 Gov. Code, § 66326, subd. (c)(1).
2 Gov. Code, § 66326, subd. (b)(2)(A).
3 Gov. Code, § 66326, subd. (b)(2)(B).

Item 5A61
Kathy Pease, Planning Consultant

Page 2 ends

HCD thanks the City for its efforts in better understanding state law and for the spirit of partnership that has guided its communications with HCD. HCD welcomes any other opportunity to further assist the City in fully complying with State ADU Law. Please feel free to contact Mike Van Gorder, of our staff, at [email protected].

Sincerely,
Jamie Candelaria
Senior Housing Accountability Manager
Housing Policy Development Division
Item 5A62
123181

CITY OF COLFAX

PUBLIC HEARING NOTICE
NOTICE IS HEREBY GIVEN that the City Council of the City of Colfax will hold a regularly scheduled meeting on July 9, 2025, at 6:00 p.m. at Colfax City Hall, 33 S. Main Street, in the City Council Chambers. During this meeting, the City Council will conduct a Public Hearing on the following project:

FILE NO: Z 25-02
APPLICANT: City of Colfax
REQUEST: Repeal Chapter 17.196 and replace it with an updated Accessory Dwelling Ordinance
LOCATION: Citywide
DESCRIPTION OF PROJECT: The proposed Ordinance
amendment would amend Chapter 17 of the Colfax Municipal Code, Section 17.196 Accessory Dwelling Units (ADUs) to be consistent with State law and the state Housing and Community Development (HCD) department’s Accelerating Housing Production ADU
Ordinance Template.

The project is exempt from review under the California
Environmental Quality Act (CEQA) per CEQA Guidelines section 15332 (In-fill Development Projects). The staff report and related documentation are available for public review at Colfax City Hall, 33 S. Main Street, Colfax, CA during normal business hours (Monday – Thursday 8:00 a.m. to 5:00 p.m.).

At the hearing, the City Council will take public testimony and consider project approval. Interested persons should attend the public hearing or submit written comments prior to the public hearing. Written comments may be directed to the Colfax Planning Department, PO Box 702, Colfax, CA 95713.

This notice is posted in accordance with the provisions of the California Government Code Title 7 Chapter 65000, as amended.

Administrative remedies must be exhausted prior to action being initiated in a court of law. If you challenge the proposed project in court, you may be limited to issues raised at the public hearing or in written correspondence delivered at or prior to the public hearing.

Publication Date: June 18, 2025
Paper: Auburn Journal
PUBLISHED IN AUBURN JOURNAL ON JUNE 18, 2025
Item 5A63
City of Colfax Approving the Final Skatepark Plans and Authorizing Bids for Staff Report July 9, 2025 the Colfax Skate Park
Staff Report to City Council
FOR THE JULY 9, 2025 REGULAR CITY COUNCIL MEETING
From:

Prepared by:

Subject:

Ron Walker, City Manager
Carl Moore, City Engineer
Skate Park Project - Approve Final Plans
Budget Impact Overview:

N/A: Funded: √ Un-funded: Amount: $100,000 Fund(s): 213/343 Summary/Background
On October 23, 2019, the City Council adopted Resolution 51-2019 which formally approved locating the Skate Park adjacent to the Splash pad. This project has experienced multiple delays and has yet to be completed.

The skate Park is part of the Colfax Green Machine Project, for which donations have been promised and/or collected from the community over the years. Increases in costs, including prevailing wage expenses, have surpassed the current project budget, potentially causing further delays to the project.

Colfax Green Machine has contracted with New Line Skateparks Inc to revise the footprint of the skate park and provide preliminary plans for City Council review and approval. On October 23, 2024, the City Council approved the revised footprint and preliminary plans and direction was provided to Colfax Green Machine to finalize the improvement plans for the Colfax Skate Park. New Line Skateparks provided the Colfax Skate Park, bid set issue date 2025-06-09 (Final Plans).

Staff recommends that the City Council accept the Final Plans and authorize the City Manager to solicit bids for the construction of the Colfax Skate Park project.

Conclusions and Findings
To address the escalating project costs, City Council approved Green Machine’s request for approval to modify the current footprint and design of the skate park to align with the available budget and approval to allocate $100,000 from Colfax City Park and Recreation fees to facilitate the completion of the skate park per Resolution 07-2024.In addition, City Council approved Resolution 34-2024 authorizing the City Manager to sign a funding agreement with Placer County increasing the County funding from $75,000 to $205,000.

Fiscal Impacts
The project is funded with a Placer County grant in the amount of $205,000, a State of California grant in the amount of $177,952, City funds in the amount of up to $100,000, and donations to the Colfax Green Machine in the amount of approximately $41,424 which will be transferred to the City of Colfax through an approved agreement. In addition, the Colfax Green Machine has obtained construction material and equipment donations and discounts and also hotel discounts for construction staff which is valued at approximately $100,000. The engineer’s estimate including a 15% contingency is $550,560 with available funding and material donations totaling $624,376.

Attachments:

1. Resolution __- 2025

2. Final Plans
RECOMMENDED ACTION: Adopt Resolution __-2025 Approving the Final Skate Park Plans and authorize the City Manager to solicit bids for construction of the Colfax Skate Park.

Item 8A64
_________________________________________________________________________________________ City of Colfax Approving the Final Skate Park Plans and authorizing the City Resolution __-2025 Manager to solicit bids for construction ofthe Colfax Skate Park City of Colfax
City Council
Resolution № __-2025

APPROVING THE FINAL SKATE PARK PLANS AND AUTHORIZING THE CITY MANAGER TO SOLICIT BIDS FOR CONSTRUCTION OF THE COLFAX SKATE PARK.

WHEREAS, in 2022 the City entered into an agreement with the County of Placer in which the County agreed to provide Park Dedication Fees to the City in an amount not to exceed Seventy-Five Thousand dollars for a Skate Park to be constructed; and, WHEREAS, due to escalating construction-related costs surpassing the project budget, an additional $130,000 of financial support was later requested from the county; and, WHEREAS, on April 4, 2024 the city received a new agreement from the County of Placer reflecting the additional $130,000 of financial support for a total of $205,000; and, WHEREAS, the April 4, 2024 agreement will terminate the March 9, 2024 agreement.

WHEREAS, on October 23, 2024 the City Council of the City of Colfax approved the revised footprint and preliminary plans and direction was provided to Colfax Green Machine to finalize the improvement plans for the Colfax Skate Park.

WHEREAS, Colfax Green Machine finalized the improvement plans for the Colfax Skate Park, bid set issue date 2025-06-09 (Final Plans).

NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Colfax approves the Final Skate Park Plans and authorizes the City Manager to solicit bids for the construction of the Colfax Skate Park.

THE FOREGOING RESOLUTION WAS DULY AND REGULARLY ADOPTED at the Regular Meeting of the City Council of the City of Colfax held on July 9th, 2025, by the following vote of the Council:

AYES:

NOES:

ABSTAIN:

ABSENT:
________________________________________
Sean Lomen, Mayor
ATTEST:
________________________________________
Amanda Ahre, City Clerk
Item 8A65

SHEET LIST

SHEET NUMBER DESCRIPTION
SP0.00 COVER SHEET
C1.01 EXISTING CONDITIONS AND DEMOLITION PLAN
SP1.00 SKATE PARK GENERAL NOTES
SP1.01 SKATE PARK FEATURE PLAN
SP1.02 SKATE PARK CONCRETE FOUNDATION & WALL PLAN
SP1.03 SKATE PARK CONCRETE MATERIAL PLAN
SP1.04 SKATE PARK CONCRETE JOINTING PLAN
SP1.05 SKATE PARK CONCRETE COLOR PLAN
SP1.06 SKATE PARK METAL MATERIAL PLAN
SP1.07 SKATE PARK METAL COLOR PLAN
SP1.08 SKATE PARK ARTISTIC RENDERINGS
SP2.01 SKATE PARK HORIZONTAL CONTROL PLAN - POINTS
SP2.02 SKATE PARK HORIZONTAL CONTROL PLAN - LINES & CURVES SP2.03 SKATE PARK HORIZONTAL CONTROL TABLES
SP3.02 SKATE PARK TYP. ROUGH GRADING DETAILS
SP3.01 SKATE PARK ROUGH GRADING PLAN
SP3.03 SKATE PARK GRADING & DRAINAGE PLAN
SP4.01 SKATE PARK SECTIONS & PROFILES
SP4.02 SKATE PARK SECTIONS & PROFILES
SP4.03 SKATE PARK SECTIONS & PROFILES
SP4.04 SKATE PARK SECTIONS & PROFILES
SP4.05 SKATE PARK SECTIONS & PROFILES
SP4.06 SKATE PARK SECTIONS & PROFILES
SP4.07 SKATE PARK SECTIONS & PROFILES
SP5.01 SKATE PARK CONSTRUCTION DETAILS
SP5.02 SKATE PARK CONSTRUCTION DETAILS
SP5.03 SKATE PARK CONSTRUCTION DETAILS
SP5.04 SKATE PARK CONSTRUCTION DETAILS
SP5.05 SKATE PARK CONSTRUCTION DETAILS
SP5.06 SKATE PARK CONSTRUCTION DETAILS
SP5.07 SKATE PARK CONSTRUCTION DETAILS
SP5.08 SKATE PARK CONSTRUCTION DETAILS

VICINITY MAP NORTH NTS

COLFAX SKATE PARK
Note: Perspective drawing not for construction reference.

Alterations have been made to model during detailed design phase.

Image shown to display broader design concept only.

PERSPECTIVE VIEW

CONTACTS

SKATE PARK DESIGNER
NEWLINE SKATEPARKS FL., INC
137 W. MARION AVE. #1
EDGEWATER, FL 32132

CONTACT - KANTEN RUSSELL
PHONE - 619-930-5459
[email protected]
OWNER

CITY OF COLFAX
33 SOUTH MAIN ST.

COLFAX, CA 95713

CONTACT - CARL MOORE
PHONE - 530-346-2313
[email protected]

BID SET
ISSUE DATE 2025-06-09

COVER SHEET
SP0.00

CIVIL ENGINEER
SCO
140 LITTON DRIVE
SUITE 240
GRASS VALLEY, CA 95945

CONTACT - JASON BARNUM
PHONE - (530) 272-5841
[email protected]

STRUCTURAL ENGINEER
ORIE2 ENGINEERING
9750 MIRAMAR RD., SUITE 130

CONTACT - DONALD ORIE, PE
[email protected]

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

DRAWING NUMBER: REV
DRAWN:

SCALE: 24"x36"
DRAWING TITLE:

PROJECT NUMBER:

CHECKED:

APPROVED:

DATE:

PAGE SIZE:

JUNE 2025
BR, MS
24-008
C:\Users\Bret\New Line Skateparks\USA24-008 - Skatepark Design Services - City of Colfax, CA - Documents\Documentation\CAD\SP-Sheets\24-008_Colfax_SP-0.00CV.dwg ---- 6/10/2025 11:15 AM

AS SHOWN
CL
KR
COPYRIGHT RESERVED. THIS DRAWING AND DESIGN IS THE PROPERTY OF NEW LINE SKATEPARKS INC. AND MAY NOT BE REPRODUCED OR ÓUSED FOR OTHER PROJECTS WITHOUT PERMISSION BY

CONTRACTOR SHALL CHECK ALL DIMENSIONS ON THE WORK AND

REPORT ANY DISCREPANCY TO THE CONSULTANT BEFORE
PROCEEDING. ALL DRAWINGS AND SPECIFICATIONS ARE THE

EXCLUSIVE PROPERTY OF THE OWNER AND MUST BE RETURNED
AT THE COMPLETION OF THE WORK.

No DATE DESCRIPTION Project: COLFAX SKATE PARK Location: 301 Grass Valley St.

City of Colfax, CA 95713 BID SET

PROJECT

LOCATION
301 Grass Valley St., City of Colfax, CA 95713
Item 8A66

SITE CLEARING & DEMOLITION LEGEND

SYMBOL DESCRIPTION
EX. LANDSCAPE - CLEAR & GRUB. SEE DEMOLITION
NOTE 1. LIMITS SHOWN ARE APPROXIMATE AND

WILL REQUIRE EXPANSION BASED ON ACUTAL
DISTURBANCE ON PROJECT SITE NOTE: ALL

DISTURBED AREAS TO BE RESTORED WITH
HYDROMULCH. SITE RESTORATION /

RE-VEGETATION IN CONTRACTOR SCOPE OF
WORK.

EX. TREE - TO BE PROTECTED
(SEE TREE PRESERVATION NOTES)

CONSTRUCTION FENCE

STABILIZED CONSTRUCTION ENTRANCE, PER CITY
OF COLFAX STANDARDS.

CONTRACTOR STAGING AREA(S)
EX. FENCE - TO BE REMOVED
EX. FENCE - TO BE PROTECTED IN PLACE

PARTIAL DEMO OF EXISTING BUILDING,

NOT IN SKATE PARK SCOPE OF WORK - TO BE

REMOVED BY OTHERS PRIOR TO SPECIALTY
CONTRACTOR MOBILIZATION.

SAWCUT EDGE, DEMO, AND REMOVE EXISTING

CURB, WHILE PROTECTING EXISTING SIDEWALK

SAWCUT AND REMOVE ALONG EXISTING

CONCRETE PAD, FOR NEW EDGE OF SKATE PARK

EXISTING LIGHTPOLE TO REMAIN AND PROTECTED

IN PLACE
ADD ALT 1 -

DEMOLISH AND REMOVE EXISTING CONCRETE

DEMOLITION NOTES

1. CONSTRUCTION MOBILIZATION, STAGING, AND DEMOLITION ACTIVITIES SHALL CONFORM TO CITY OF COLFAX CODE OF ORDINANCES.

2. NO MULCHING SHALL BE LEFT ON SITE AFTER TREE REMOVAL.

3. TREE REMOVAL SHALL INCLUDE ROOT BALL REMOVAL AND DISPOSAL.

4. PER ITEM D-01 ALL DISTURBED AREAS WILL BE RESTORED AND RE-VEGETATED WITH TURF GRASS USING HYDROMULCH. SITE
RESTORATION / RE-VEGETATION IN CONTRACTOR SCOPE OF WORK.

TREE PROTECTION NOTES

1. SEE ATTACHED SITE SURVEY FOR TABLE OF PROTECTED EXISTING TREES ON SITE.

2. PER CITY OF COLFAX ORDINANCE TREE PROTECTION FENCING SHALL BE AS FOLLOWS:

2.1. RIGID FENCING SHALL BE PLACED WITH A RADIUS OF AT LEAST

TEN FEET FROM THE TRUNK OR AT THE CRITICAL ROOT ZONE,

WHICHEVER IS GREATER, UNLESS PROPERTY LINES OR OTHER
FEATURES PROHIBIT A COMPLETE RADIUS. RIGID FENCING SHALL

CONSIST OF WOOD, CHAINLINK, OR OTHER SOLID MATERIAL
APPROVED BY THE CITY ADMINISTRATOR.

2.2. STAKES SHALL BE NO MORE THAN SIX FEET APART AND AT LEAST ONE AND ONE-HALF DEEP INTO THE GROUND.

2.3. RIGID FENCING SHALL BE AT LEAST THREE FEET IN HEIGHT.

3. PRE- AND POST-CONSTRUCTION FERTILIZATION IS REQUIRED FOR

EXISTING TREES THAT WILL BE OR HAVE BEEN DISTURBED BY

CONSTRUCTION ACTIVITIES, INCLUDING DISTURBANCE OF THE
CRITICAL ROOT ZONE. FERTILIZERS MUST BE PHOSPHATE-FREE.

4. THE PLANTING, PRESERVING, AND MAINTAINING OF TREES WHICH

ARE CONTAGIOUSLY DISEASED TREES, OR THE STORAGE OF CUT

OAK UNLESS FIRST DETERMINED BY A CERTIFIED ARBORIST TO BE

DEVOID OF OAK WILT OR PROPERLY TREATED, SHALL BE DEEMED A PUBLIC NUISANCE AND IS PROHIBITED.

5. DURING CONSTRUCTION, TAKE MEASURES TO PROTECT TREES,

INCLUDING RIGID FENCING, SHIELDING, AND SIGNAGE, AS
NECESSARY.

6. THE CITY ADMINISTRATOR OR DESIGNEE SHALL INSPECT AND

APPROVE INSTALLED TREE PROTECTION BEFORE ISSUANCE OF ANY PERMIT TO COMMENCE WITH ANY CONSTRUCTION ACTIVITY.

7. TREE PROTECTION SHALL REMAIN IN PLACE UNTIL FINAL

LANDSCAPING INSTALLATION AS APPROVED BY THE CITY
ADMINISTRATOR OR DESIGNEE.

8. PARKING OR STORING OF VEHICLES, EQUIPMENT OR MATERIALS ALLOWED WITHIN THE CRITICAL ROOT ZONE IS PROHIBITED.

D-01
D-02
D-03
D-04
D-05
D-06
D-07
D-08
D-09
D-10
D-11
D-12
GATE
BENCH
PROJECT BENCHMARK "X" IN CONC EL=2550.03'
PUSH

PAD BUILDING

BUILDING

CONDUIT AC
AC
AC
AC
AC

AC CONC
ELEC
MTR

SIDEWALK
CONC
CANOPY
CONC
SDDI FL12"=2543.98'
SDDI
6"PVC
FL=2547.43'
FF=2545.19'
12' CMP
FL 2546.6
FL 2546.4
FL 2546.2
FL 2546.8
D-01
D-06
D-04
D-06

MAINTAIN
ACCESS
D-05
D-03
D-06

EXISTING TREE TO REMAIN
& PROTECTED IN PLACE
D-02

EXISTING TREE TO REMAIN
& PROTECTED IN PLACE
D-02
D-06
D-09
D-11
D-12
D-07
D-08
D-10
D-03
5 10 20
SCALE : 1" = 10'-0" 0

EXISTING CONDITIONS AND

DEMOLITION PLAN
C1.01

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

DRAWING NUMBER: REV
DRAWN:

SCALE: 24"x36"
DRAWING TITLE:

PROJECT NUMBER:

CHECKED:

APPROVED:

DATE:

PAGE SIZE:

AS SHOWN
CL
KR
COPYRIGHT RESERVED. THIS DRAWING AND DESIGN IS THE PROPERTY OF NEW LINE SKATEPARKS INC. AND MAY NOT BE REPRODUCED OR ÓUSED FOR OTHER PROJECTS WITHOUT PERMISSION BY

CONTRACTOR SHALL CHECK ALL DIMENSIONS ON THE WORK AND

REPORT ANY DISCREPANCY TO THE CONSULTANT BEFORE
PROCEEDING. ALL DRAWINGS AND SPECIFICATIONS ARE THE

EXCLUSIVE PROPERTY OF THE OWNER AND MUST BE RETURNED
AT THE COMPLETION OF THE WORK.

No DATE DESCRIPTION Project: COLFAX SKATE PARK Location: 301 Grass Valley St.

City of Colfax, CA 95713 BID SET
Item 8A67

SKATE PARK GENERAL NOTES
SP1.00

SKATE PARK - DESIGN CRITERIA

SKATE PARK - STRUCTURAL NOTES

1. SPECIAL STRUCTURAL INSPECTION

3. REINFORCING

4. STRUCTURAL STEEL

5. STRUCTURAL STEEL & REINFORCEMENT WELDING

6. SUPPLEMENTARY NOTES

2. FOUNDATIONS

SKATE PARK - GENERAL CONSTRUCTION NOTES

2. CONCRETE WORK

1. GENERAL

4.1 ASTM A-36 FOR C, MC, ANGLES, AND PLATES.

4.2 ASTM A-53 GRADE B OR A-501 FOR STEEL PIPES

4.3 ASTM A-500 GRADE B, FY=46 KSI FOR TS/HSS TUBE STEEL FOR SIZES UP TO 5/8" THICK.

4.4 ASTM A-307 OR A-36 PLAIN ANCHOR BOLTS.

2.1 REFER TO THE GEO-TECHNICAL REPORT FOR CONCLUSIONS / RECOMMENDATIONS ON FOUNDATIONS, EXCAVATION, ETC. GEO-TECHNICAL REPORT IS INCLUDED IN THE APPENDIX OF THE PROJECT'S TECHNICAL SPECIFICATIONS.

2.2 THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR ANY GEO-TECHNICAL ASPECTS OF THIS PROJECT.

THE CLIENT SHALL EMPLOY A REGISTERED GEO-TECHNICAL ENGINEER TO PERFORM NECESSARY TESTING AND

QUALITY CONTROL INSPECTIONS TO ENSURE THAT THE REQUIREMENTS OF THE SOILS REPORT ARE COMPLIED WITH.

3.1 SECURELY TIE ALL REBAR, INCLUDING DOWELS, IN LOCATION BEFORE PLACING CONCRETE OR GROUT.

3.2 WHERE REINFORCING IS SHOWN CONTINUOUS THRU CONSTRUCTION JOINTS, USE LENTON FORM SAVERS DOWEL BAR DEVICES AS MANUFACTURED BY ERICO PRODUCTS, INC. OR APPROVED EQUIVALENT MAY BE USED.

SIZES AND TYPES SHALL BE SELECTED TO DEVELOP THE FULL TENSION STRENGTH OF THE BAR PER ICC-ES RESEARCH REPORT.

3.3 DEVELOP AT LEAST 125 PERCENT OF THE TENSION OR COMPRESSION BAR YIELD STRENGTH PER ICC-ES RESEARCH REPORT.

6.1 THESE CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES

SHALL INCLUDE, BUT NOT BE LIMITED TO, MEANS AND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING,

GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.

6.2 REINFORCING OR THREADED RODS DRILLED AND EPOXIED INTO EXISTING CONCRETE AS DETAILED ON THE DRAWINGS SHALL BE ONE OF THE FOLLOWING OR APPROVED EQUIVALENT:

6.2.1 HILTI RE-500 SD - ICC ESR-2322

6.2.2 SIMPSON SET-XP - ICC ESR-2508

6.2.3 POWERS PE1000+ - ICC ESR-2583

6.3 INSTALLATION OF EPOXIED DOWELS SHALL FOLLOW THE STRICT RECOMMENDATIONS OF THE MANUFACTURER AND THE APPLICABLE ICC-ES REPORT AND HAVE A MINIMUM 9-INCH DIAMETER (9" DIA.) EMBEDMENT.

6.4 INSTALLATION SHALL FOLLOW THE STRICT RECOMMENDATIONS OF THE MANUFACTURER AND THE APPLICABLE ICC-ES REPORT. CONTRACTOR SHALL HAVE APPROPRIATE ICC-ES REPORT ON-SITE DURING ALL INSTALLATIONS.

6.5 ANY ENGINEERING DESIGN PROVIDED BY CONTRACTOR OR OTHERS AND SUBMITTED FOR REVIEW SHALL BE BY AN INSURED LICENSED STRUCTURAL ENGINEER WITH CONTINUOUS FIVE (5) YEARS OF EXPERIENCE IN THE TYPE OF DESIGN SUBMITTED. A COPY OF THE LICENSE AND PROOF OF INSURANCE SHALL BE PROVIDED BEFORE STARTING ANY WORK.

1.1 THE CLIENT WILL PROVIDE SPECIAL STRUCTURAL INSPECTION AS REQUIRED BY BUILDING CODES FOR THE FOLLOWING ITEMS:

1.1.1 CONCRETE: DURING THE TAKING OF TEST SPECIMENS & PLACING OF REINFORCED CONCRETE WHERE F'C GREATER THAN OR EQUAL TO 3,000 PSI, EXCEPT SLABS ON GRADE. PROVIDE STATEMENT OF SPECIAL INSPECTIONS PER 1704.3 AND SCHEDULE OF INSPECTIONS (CONTINUOUS / PERIODIC) PER 1705 FOR ALL REQUIRED SPECIAL INSPECTION ELEMENTS. SCHEDULE OF SPECIAL INSPECTIONS WILL BE PROVIDED DURING CONSTRUCTION.

1.1.2 BOLTS INSTALLED IN CONCRETE: DURING INSTALLATION OF EMBEDDED BOLTS IN CONCRETE AND DURING INSTALLATION OF EXPANSION BOLTS & EPOXY BOLTS / REBAR INTO EXISTING CONCRETE.

1.1.3 REINFORCING STEEL: DURING PLACING OF REINFORCING STEEL, FOR ALL CONCRETE REQUIRED TO HAVE

SPECIAL INSPECTION BY THE CONCRETE SECTION ABOVE AND PLACING REINFORCING STEEL IN EPOXIED HOLES PER ABOVE.

1.1.4 SHOTCRETE: DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL SHOTCRETE.

1.2 SCHEDULING OF SPECIAL STRUCTURAL INSPECTIONS:

1.2.1 THE CONTRACTOR SHALL ALLOW A MINIMUM OF 48 HOURS NOTIFICATION FOR THE SCHEDULING OF SPECIAL STRUCTURAL INSPECTIONS.

5.1 ALL CONSTRUCTION AND TESTING PER AMERICAN WELDING SOCIETY CODES AND RECOMMENDATIONS. ALL WELDING

SHALL BE BY WELDERS HOLDING CURRENT CERTIFICATES VALIDATED BY AN INDEPENDENT LAB & HAVING CURRENT EXPERIENCE IN TYPE OF WELD CALLED FOR. THE CONTRACTOR SHALL SUBMIT WELDING CERTIFICATES FOR EACH WELDER PRIOR TO COMMENCING THE WORK.

5.2 WELDING RODS TO BE LOW HYDROGEN TYPE, E70 SERIES, PER AWS D1.1 TYPICALLY EXCEPT E-6010 SERIES FOR STEEL SHEET METAL PER AWS D1.3 AND REINFORCING WELDMENTS PER AWS D1.4. USE E80 SERIES WELDING RODS FOR A706 REBAR. MIG WELDERS MAY ALSO BE USED IF APPROPRIATE FOR FILLING OF SEAMS AND HOLES.

5.3 FIELD INDICATED WELDS MAY BE DONE IN SHOP & SHOP INDICATED WELDS MAY BE DONE IN FIELD ONLY IF SUBMITTED AND APPROVED PRIOR TO CONSTRUCTION.

1.1 CONSIDER GENERAL NOTES AS APPLYING TO ALL DRAWINGS.

1.2 NOTIFY CLIENT REPRESENTATIVE OF ANY DISCREPANCIES TO THESE PLANS IMMEDIATELY.

1.3 PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE AND/OR LOCAL BUILDING CODES.

1.4 THE CLIENT SHALL HAVE NO CONTROL OR CHARGE OF, NOR BE RESPONSIBLE FOR THE CONSTRUCTION

MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, SAFETY PRECAUTIONS, AND PROGRAMS IN

CONNECTION WITH THE WORK, THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY P

ERSONS PERFORMING ANY OF THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN CONFORMANCE WITH THE CONTRACT.

1.5 THE CLIENT WILL PROVIDE SPECIAL INSPECTIONS AS REQUIRED BY BUILDING CODES FOR THE FOLLOWING ITEMS:

1.5.1 PLACEMENT OF REINFORCING STEEL.

1.5.2 TAKING OF TEST SPECIMENS AND PLACING OF ALL CONCRETE.

1.5.3 BOLTS IN CONCRETE.

1.5.4 TAKING OF TEST SPECIMENS AND PLACING OF ALL SHOTCRETE.

1.6 THE CONTRACTOR SHALL WARRANTY ALL OF THEIR WORK DURING CONSTRUCTION AND A MINIMUM OF ONE (1) YEAR AFTER THE PROJECT IS ACCEPTED AS COMPLETE.

2.1 CONCRETE MIXES SHALL BE DESIGNED BY A TESTING LABORATORY AND SUBMITTED TO THE CLIENT REPRESENTATIVE FOR APPROVAL. MIXES SHALL CONFORM TO APPLICABLE BUILDING CODE REQUIREMENTS, REGARDLESS OF OTHER MINIMUM REQUIREMENTS SPECIFIED HEREIN OR ON THE DRAWINGS. DESIGNS

SHALL SHOW PROPORTIONS OF CEMENT, FINE AND COARSE AGGREGATES AND WATER, AND GRADATION OF COMBINED AGGREGATES.

2.2 CEMENT: ASTM C150. CEMENT SHALL BE OF SAME BRAND, TYPE AND SOURCE THROUGHOUT PROJECT.

WHERE AGGREGATES ARE POTENTIALLY REACTIVE, USE LOW ALKALI CEMENT.

2.3 AGGREGATES SHALL CONFORM TO ASTM C33.

2.4 NO ADMIXTURES WITHOUT APPROVAL. ADMIXTURES CONTAINING CHLORIDES SHALL NOT BE USED.

CONCRETE SHALL NOT BE IN CONTACT WITH ALUMINUM.

2.5 CONCRETE MIX DESIGN - CAST-IN-PLACE

2.5.1 PROVIDE MIX DESIGNS THAT WILL MEET THE MINIMUM REQUIREMENTS LISTED BELOW.

INCREASE CEMENT CONTENT OVER THAT SHOWN, IF REQUIRED TO OBTAIN THE COMPRESSIVE STRENGTH:

2.6 CONCRETE MIX DESIGN - SHOTCRETE

2.6.1 ACI STANDARD 506, LATEST EDITION, "SPECIFICATION FOR MATERIALS, PROPORTIONING AND APPLICATION OF SHOTCRETE" AND ACI 506.2, LATEST EDITION, "RECOMMENDED PRACTICES FOR SHOTCRETE" SHALL BE FOLLOWED.

2.6.2 MIX DESIGNS FOR SHOTCRETE CONTAINING FLY ASH SHALL BE BY AN INDEPENDENT TESTING LABORATORY. ONLY ASTM C618 CLASS F FLY ASH SHALL BE USED. THE AMOUNT OF FLY ASH USED SHALL NOT EXCEED 20 PERCENT BY WEIGHT OF THE COMBINED WEIGHT OF FLY ASH PLUS CEMENT.

2.6.3 PROVIDE MIX DESIGNS THAT WILL MEET THE MINIMUM REQUIREMENTS LISTED BELOW. INCREASE CEMENT CONTENT OVER THAT SHOWN, IF REQUIRED TO OBTAIN THE COMPRESSIVE STRENGTH:

2.6.4 SURFACE PREPARATION: EXPOSED EXISTING CONCRETE SHALL BE SAND OR GRIND CLEAN. SURFACES SHALL BE FOLLOWED BY WETTING AND DAMP DRYING JUST PRIOR TO SHOTCRETE APPLICATION.

2.6.5 ANY REBOUND OR ACCUMULATED LOOSE AGGREGATE SHALL BE REMOVED FROM THE SURFACES TO BE COVERED PRIOR TO PLACING THE INITIAL OR ANY SUCCEEDING LAYERS OF SHOTCRETE. REBOUND SHALL NOT BE REUSED AS AGGREGATE.

2.6.6 JOINTS IN WALL POURS ARE PERMISSIBLE. AT JOINTS, SHOTCRETE SHALL BE SLOPED TO A 45-DEGREE ANGLE. BEFORE PLACING ADDITIONAL MATERIAL, ALL SURFACES SHALL BE THOROUGHLY CLEANED AND WETTED AND ALL REINFORCING STEEL SHALL BE BRUSHED FREE OF LATENT SHOTCRETE MATERIAL.

2.6.7 ANY IN-PLACE SHOTCRETE MATERIAL WHICH EXHIBITS SAGS OR SLOUGHS, SEGREGATION, HONEYCOMBING, SAND POCKETS OR OTHER OBVIOUS DEFECTS SHALL BE REMOVED AND REPLACED.

2.6.8 TESTING AND INSPECTION OF IN-PLACE SHOTCRETE SHALL BE IN ACCORDANCE WITH CURRENT LOCAL BUILDING CODE.

2.7 CONCRETE SHALL BE PLACED WITHIN NINETY (90) MINUTES OF BATCHING AND SHALL NOT EXCEED A TEMPERATURE OF 90°F UNLESS PRE-APPROVED BY CLIENT REPRESENTATIVE.

2.8 CONCRETE CYLINDERS SHALL BE TAKEN AND TESTED PER CODE BY A CLIENT-PROVIDED TESTING LABORATORY FOR STRUCTURAL POURS, ONE (1) FOR EVERY FIFTY (50) YARDS OF CONCRETE. HISTORICAL DATA SHALL BE

SUBMITTED AND APPROVED PRIOR TO THE POUR , IF NO TEST SAMPLES ARE TAKEN FOR POURS LESS THAN FIFTY (50) CUBIC YARDS. THE CLIENT WILL PROVIDE CONCRETE TESTING AND SPECIAL STRUCTURAL INSPECTIONS.

2.9 DURING THE CURING PERIOD, CONCRETE SHALL BE MAINTAINED AT A TEMPERATURE ABOVE 40°F AND IN MOIST CONDITION. FOR INITIAL CURING, CONCRETE SHALL BE KEPT CONTINUOUSLY MOIST FOR TWENTY-FOUR (24) HOURS AFTER PLACEMENT IS COMPLETE. FINAL CURING SHALL CONTINUE FOR SEVEN (7) DAYS AFTER PLACEMENT AND SHALL CONSIST OF APPLICATION OF CURING COMPOUND PER ASTM C309. APPLY AT A RATE SUFFICIENT TO RETAIN MOISTURE, BUT NOT LESS THAN ONE (1) GALLON [4.55L] PER TWO HUNDRED SQUARE FEET (200 S.F.). COVER CONCRETE WITH POLYETHYLENE PLASTIC TO MAINTAIN TEMPERATURE IF NECESSARY. LAP SEAMS IN PLASTIC SIX INCHES (6") AND TAPE, WEIGH DOWN PLASTIC AS NEEDED.

2.10 THE CONTRACTOR SHALL SUBMIT PRODUCTS / METHODS FOR APPROVAL TO THE CLIENT REPRESENTATIVE TO FIX ALL CRACKS AND DISPLACEMENTS LARGER THAN ONE SIXTEENTHS OF AN INCH (1/16").

2.11 ALL CONCRETE WHICH DURING THE LIFE OF THE STRUCTURE WILL BE SUBJECTED TO FREEZING TEMPERATURES WHILE WET, SHALL HAVE A WATER CEMENT RATIO NOT EXCEEDING 0.53 BY WEIGHT AND SHALL CONTAIN ENTRAINED AIR AS PER ACI 301. SUCH CONCRETE SHALL INCLUDE EXTERIOR SLABS, PERIMETER FOUNDATIONS, EXTERIOR CURBS AND GUTTERS, ETC.

2.12 CONDUITS, PIPES, AND SLEEVES EMBEDDED IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ICC.

2.13 USE INTERMEDIATE GRADE ASTM A615, GRADE 60 FOR ALL REINFORCING. USE ASTM A706, GRADE 60 FOR ALL REINFORCING THAT IS TO BE WELDED. USE A108, GRADE 60, FOR ALL WELDED ANCHORS REFER TO AWS SPEC FOR WELDING WITHOUT PREHEAT. WELDING OF REINFORCING BARS TO BE IN ACCORDANCE WITH ALL BUILDING CODES.

2.14 OBSERVE FOLLOWING REINFORCEMENT CLEARANCES:

2.14.1 THREE INCHES (3") AT SURFACES POURED AGAINST EARTH

2.14.2 TWO INCHES (2") AT FORMED SURFACES EXPOSED TO EARTH OR WEATHER

2.14.3 ONE AND ONE-HALF INCHES (1-1/2") AT OTHER SURFACES, EXCEPT WHERE SHOWN OTHERWISE.

2.15 SECURE REINFORCING, ANCHOR BOLTS, INSERTS, ETC. RIGIDLY IN PLACE PRIOR TO POURING CONCRETE.

2.16 SUPPORT HORIZONTAL REINFORCING WITH AN APPROVED METHOD OF SUPPORT FOR FOOTINGS AND SLABS ON GRADE. BAR SUPPORT PRODUCT TO BE ACI-50-66, ACI-315, AC-315R COMPLIANT. MORTAR BLOCKS ARE ACCEPTABLE.

2.17 REMOVE FORMS AT FOLLOWING MINIMUM TIMES AFTER POURING:

2.17.1 AT SLAB EDGES - 24 HOURS

2.17.2 AT WALLS LESS THAN FOUR FEET (4'-0) HIGH - 36 HOURS

2.18 MAKE ALL HOOKS ACI 318-11 STANDARD HOOKS UNLESS OTHERWISE NOTED. PROVIDE 135 DEGREE MINIMUM TURN, PLUS FOUR INCHES (4") EXTENSION AT FREE ENDS OF COLUMN PILASTER TIES.

2.19 MAKE LAPS CONTACT SPLICES, DEVELOPMENT LENGTHS, HOOK EMBEDMENT PER ACI 318-11, UNLESS OTHERWISE NOTED. STAGGER LAP SPLICES WHERE POSSIBLE.

2.20 ALL REBAR SHALL BE COLD BENT.

2.21 WHERE REINFORCING IS SHOWN CONTINUOUS THRU CONSTRUCTION JOINTS, LENTON FORM SAVERS DOWEL BAR SPLICE DEVICES AS MANUFACTURED BY ERICO PRODUCTS, INC. OR EQUIVALENT MAY BE USED. SIZES

AND TYPES SHALL BE SELECTED TO DEVELOP THE FULL TENSION STRENGTH OF THE BAR PER ICC-ES RESEARCH REPORT.

2.22 MINIMUM CLEARANCE BETWEEN PARALLEL REINFORCEMENT BARS SHALL BE TWO AND ONE-HALF INCHES (2-1/2"). LAP SPLICES IN REINFORCING BARS SHALL BE BY THE NON-CONTRACT LAP SPLICE METHOD WITH AT LEAST TWO INCHES (2") CLEARANCE BETWEEN BARS.

CONTENT SLUMP
480
(POUNDS) (INCHES)
MIN. CEMENT

AGGREGATE

SIZE (INCHES)
MAX.
1"

STRENGTH (PSI)
4000
MIN. 28-DAY

COMPRESSIVE
MAX. AIR ENTRAINING
(PERCENT)

AT END OF HOSE
SLUMP
(INCHES)
4000
MIN. 28-DAY

STRENGTH (PSI)

COMPRESSIVE
600
MIN. CEMENT

CONTENT
(POUNDS) SIZE (INCHES)

AGGREGATE
3/8"
MAX.

MAX.

MAX. MAX. AIR ENTRAINING
(PERCENT)

AT END OF HOSE
5" +/- 1 3% - 5%
3" +/- 1 3% - 5%

SKATE PARK - GEO-TECHNICAL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR REVIEW AND ADHERENCE TO THE INCLUDED GEO-TECHNICAL REPORT.

2. SURFACE VEGETATION CONSISTING OF GRASSES AND OTHER SIMILAR VEGETATION SHOULD BE REMOVED BY STRIPPING TO A SUFFICIENT DEPTH TO REMOVE ORGANIC-RICH TOPSOIL. REQUIRED STRIPPING DEPTHS WILL RANGE FROM APPROXIMATELY 2 TO 3 INCHES. ACTUAL STRIPPING DEPTH TO BE DETERMINED BASED ON-SITE CONDITIONS PRIOR TO GRADING. MATERIAL GENERATED DURING STRIPPING IS NOT SUITABLE FOR USE WITHIN 5 FEET OF PAVEMENT AREAS BUT MAY BE PLACED IN LANDSCAPED OR NON-STRUCTURAL AREAS OR EXPORTED FROM THE SITE.

3. DUE TO FINE-GRAINED NATURE OF THE SOILS AND MEASURED IN-SITU MOISTURE CONTENTS ABOVE

OPTIMUM, ADDITIONAL DRYING EFFORTS TO ATTAIN MOISTURE CONTENTS SUITABLE FOR COMPACTION SHOULD BE ANTICIPATED REGARDLESS OF THE TIME OF YEAR. MITIGATION ALTERNATIVES MAY

INCLUDE AERATING / DRYING THE EXPOSED SOILS (ASSUMING FAVORABLE WEATHER CONDITIONS), OR CHEMICAL TREATMENT (E.G., LIME TREATMENT). UNSTABLE EXCAVATION BOTTOMS MAY REQUIRE OVER-EXCAVATING 12 TO 18 INCHES ND PLACING GEO-TEXTILE FABRIC / GEO-GRID COVERED WITH AGGREGATE, FOR STABILIZATION. GEOTECH TO PROVIDE SPECIFIC RECOMMENDATIONS DURING CONSTRUCTION, BASED ON CONDITIONS ENCOUNTERED.

4. EXCAVATED SOIL GENERATED FROM CUT OPERATIONS AT THE SITE ARE SUITABLE FOR USE AS

ENGINEERED FILL IN STRUCTURAL AREAS PROVIDED THEY ARE SCREENED TO EXCLUDE DELETERIOUS MATTER, SIGNIFICANT ORGANICS / ROOTS AND ROCK / CEMENTATIONS LARGER THAN 6 INCHES IN MAXIMUM DIMENSIONS. DUE TO HIGH IN-SITU MOISTURE CONTENT, ON-SITE SOILS RE-USED AS

ENGINEERED FILL WILL LIKELY REQUIRES AERATING / DRYING TO ATTAIN SUITABLE MOISTURE CONTENT FOR COMPACTION. DURING DRY SUMMER AND FALL MONTHS, SOILS MAY BE DRY AND REQUIRE ADDITIONAL GRADING TO ATTAIN PROPER MOISTURE CONDITIONING. ALL MATERIAL USED AS FILL SHOULD HAVE AN ORGANIC CONTENT OF 3 PERCENT OR LESS BY DRY WEIGHT.

5. CONCRETE FLATWORK AND SKATE PARK FEATURES SHOULD BE UNDERDRAIN BY AT LEAST 6 INCHES OF CLASS 2 AB MEETING THE REQUIREMENTS OF SECTION 26 OF CALTRANS' STANDARD SPECIFICATIONS AND COMPACTED TO AT LEAST 95 PERCENT RELATIVE COMPACTION. SUBGRADE

SOILS BELOW THE AB SHOULD BE PREPARED AND COMPACTED IN ACCORDANCE WITH THE GEO TECH REPORT.

6. ADEQUATE DRAINAGE IS IMPERATIVE TO REDUCE THE POTENTIAL FOR DIFFERENTIAL SOIL MOVEMENT, SOIL EROSION, AND SUB-SURFACE SEEPAGE. CARE SHOULD BE TAKEN TO PROPERLY GRADE THE

FINISHED SURFACE AFTER STRUCTURES AND OTHER IMPROVEMENTS ARE IN PLACE, SO THAT

DRAINAGE WATER IS DIRECTED AWAY FROM STRUCTURES AND TOWARD APPROPRIATE DRAINAGE FACILITIES.

RESPONSIBLE PARTIES FOR PAYMENT

1. CLIENT PAYS FOR EXISTING CONDITIONS SOILS TESTING.

2. CLIENT PAYS FOR LABORATORY SOIL MIX RECOMMENDATIONS.

3. CLIENT PAYS FOR SOIL TESTING OF APPROVED MIX DESIGN AND ANY SUBSEQUENT TESTING REQUIRED TO MEETING SPECIFIED SOIL MIX DESIGN.

4. CONTRACTOR PAYS FOR DESIGN OF CONCRETE MIXES.

5. CONTRACTOR PAYS FOR COST OF CONCRETE SAMPLES PER PROJECT SPECIFICATIONS.

6. CLIENT IS RESPONSIBLE FOR RETAINING AND PAYMENT OF THIRD PARTY SERVICES FOR CONCRETE TESTING.

7. CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS SECTION 03 30 00 (CAST IN PLACE CONCRETE, PART 1) AND SECTION 03 36 00 (SHOTCRETE, PART 1).

IMPORTANCE FACTOR I = 1.0
BASIC WIND SPEED (V) = 95 MPH
WIND:

COMPLY WITH CURRENT LOCAL BUILDING CODE .

CODE:

THESE GENERAL STRUCTURAL NOTES APPLY UNLESS OTHERWISE NOTED.

WIND EXPOSURE "C"
SITE CLASS "D"
SEISMIC:

SEISMIC USE GROUP
SPECTRAL RESPONSE: GEOTECHNICAL INFORMATION AND RECOMMENDATIONS:

REFER TO PROPOSED COLFAX SKATE PARK
REPORT BY GEOCON CONSULTANTS, INC.

DATED AUGUST 2024
Ss = 0.526
S1 = 0.224
Sds = 0.484
Sd1 = 0.321

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

DRAWING NUMBER: REV
DRAWN:

SCALE: 24"x36"
DRAWING TITLE:

PROJECT NUMBER:

CHECKED:

APPROVED:

DATE:

PAGE SIZE:

AS SHOWN
CL
KR
COPYRIGHT RESERVED. THIS DRAWING AND DESIGN IS THE PROPERTY OF NEW LINE SKATEPARKS INC. AND MAY NOT BE REPRODUCED OR ÓUSED FOR OTHER PROJECTS WITHOUT PERMISSION BY

CONTRACTOR SHALL CHECK ALL DIMENSIONS ON THE WORK AND

REPORT ANY DISCREPANCY TO THE CONSULTANT BEFORE
PROCEEDING. ALL DRAWINGS AND SPECIFICATIONS ARE THE

EXCLUSIVE PROPERTY OF THE OWNER AND MUST BE RETURNED
AT THE COMPLETION OF THE WORK.

No DATE DESCRIPTION Project: COLFAX SKATE PARK Location: 301 Grass Valley St.

City of Colfax, CA 95713 BID SET
Item 8A68

DONOR CONSTRUCTION ITEM

DONATION ITEMS
32MPA CONCRETE (WALL/LEDGE MIX)
32MPA CONCRETE (FLATWORK MIX)
32MPA SHOTCRETE

CONCRETE COLOR PIGMENT
10MM REBAR
19MM (3/4") ROAD BASE GRAVEL
6FT TEMPORARY CONSTRUCTION FENCING
TRACK HOE (200+ SIZE)

MINI HOE

SKID STREET RENTAL

COMPACTOR RENTAL (SMOOTH DRUM RIDE ON)
COMPACTOR RENTAL (1000 LBS PLATE)
185 CFM COMPRESSOR RENTAL

PORTABLE WASHROOM

RULES & REGULATIONS ENTRY SIGNAGE

TEICHERT CONSTRUCTION

STRUCTURAL PUT RUN GRAVEL

DELIVERY OF AGGREGATE & BOULDERS

ROBINSON SAND & GRAVEL
COLFAX BEST WESTERN 50% OFF LODGING ACCOMMODATION

TRITON CONSTRUCTION REMOVAL OF MATERIAL
EST. QTY.
58 CU M
78 CU M
57 CU M
57 CU M
8075 LI M
166 CU M
159 LI M
85 HRS
63 HRS

3.2 MO
5 DAYS

1.1 WEEKS
36 DAYS
14 WEEKS
1 UNIT
573 CU M
490 NIGHTS B B B B 6.5T B

6.83T 6.83T 6.5T B 6.5T

6.5T 6.5T

6.83T

6.83T B B B B
S-04
ST-01
S-04
S-10
S-14
S-13
S-03
S-16
ST-02

EXISTING

BUILDING

EXISTING

RESTROOM
ST-03
S-18
ST-03 S-17
ST-02
ST-02

EXISTING

SIDEWALK
S-01 S-08

EXISTING
WATER
TOWER

FACILITY
S-15
AD-03
AD-01
AD-02
S-11
S-12

EXISTING

PARKING
LOT

EXISTING

ACCESSIBLE
RAMP
S-06
S-05
S-09
S-07

SKATE PARK FEATURE LEGEND

SKATE PARK ACCESS RAMP, CONNECTS TO
EX. SIDEWALK
BANK
3-STAIR
14" FLUSH GRIND LEDGE

STEP UP GAP

QUARTER PIPE

FLOW BOWL

MINI RAMP

CHINA BANK

FLAT BAR

A-FRAME HIP

A-FRAME LEDGE

DOWNRAIL
18" CANTILEVERED C-CHANNEL LEDGE

CURB STEP
10" C-LEDGE WITH FLUSH C-CHANNEL

CONCRETE SWALE

CONCRETE COBBLESTONE, STORMWATER

DISSIPATER

RADIUS OF WALL, REFER TO SKATE PARK

SECTIONS

BANK / EMBANKMENT WALL WITH SLOPE

AND/OR RADIUS AT BASE, REFER TO SKATE

PARK SECTIONS
S-02
S-03
S-04
S-05
S-06
S-07
S-08
S-09
S-10
S-11
S-12
S-13
S-15
S-01
S-18

SYMBOL DESCRIPTION TB
S-14
S-16
S-17
ST-02
ST-01

SYMBOL DESCRIPTION
AD-01

ADD ALTERNATE LEGEND

SITE AMENITIES LEGEND
SKATE PARK RULES AND REGULATIONS SIGN, 1 TOTAL. NOT
INCLUDED IN SKATE PARK SCOPE OF WORK. SIGN VERBIAGE TO
BE SELECTED BY OWNER.

DECORATIVE LANDSCAPE BOULDERS - DONATION ITEM, NOT IN

SKATE PARK SCOPE
± 7'-0" HIGH CHAIN LINK FENCE, TO TIE INTO CORNER OF EX.

WATER TOWER FENCE.

CHAIN LINK FABRIC GAUGE, AND MESH SIZE, POST, RAIL FINISH, FENCE TIE, BOTTOM TENSION WIRE TO MATCH EXISTING.

SYMBOL DESCRIPTION
ADD. ALT. 1 ±1200SF CONCRETE PAVING AT SPECTATOR
VIEWING AREA.

NOTE: BASE BID TO ASSUME EXISTING CONCRETE PAD TO
REMAIN.

ADD. ALT. 2 SHADE STRUCTURE AT SPECTATOR VIEWING
AREA. FINAL LOCATION TO BE DETERMINED BY OWNER. FRAME
& ROOF DESIGN, FINISH AND COLOR TO BE SELECTED BY
OWNER. TO BE PURCHASED AND INSTALLED BY OTHERS.

STRUCTURAL FOOTING DESIGN BY OTHERS.

ADD. ALT. 3 PICNIC TABLES AT SPECTATOR VIEWING AREA, 3
TOTAL. TO BE PURCHASED AND INSTALLED BY OTHERS.

AD-02
AD-03
ST-03
5 10 20
SCALE : 1" = 10'-0" 0

SKATE PARK FEATURE PLAN
SP1.01

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

DRAWING NUMBER: REV
DRAWN:

SCALE: 24"x36"
DRAWING TITLE:

PROJECT NUMBER:

CHECKED:

APPROVED:

DATE:

PAGE SIZE:

AS SHOWN
CL
KR
COPYRIGHT RESERVED. THIS DRAWING AND DESIGN IS THE PROPERTY OF NEW LINE SKATEPARKS INC. AND MAY NOT BE REPRODUCED OR ÓUSED FOR OTHER PROJECTS WITHOUT PERMISSION BY

CONTRACTOR SHALL CHECK ALL DIMENSIONS ON THE WORK AND

REPORT ANY DISCREPANCY TO THE CONSULTANT BEFORE
PROCEEDING. ALL DRAWINGS AND SPECIFICATIONS ARE THE

EXCLUSIVE PROPERTY OF THE OWNER AND MUST BE RETURNED
AT THE COMPLETION OF THE WORK.

No DATE DESCRIPTION Project: COLFAX SKATE PARK Location: 301 Grass Valley St.

City of Colfax, CA 95713 BID SET
Item 8A69
03/SP5.05
09/SP5.06
01-05/SP5.03
02, 08/SP5.05
TURNDOWN WALL ADJ.

TO THICKENED DECK
28 DAYS SMOOTH
TROWEL
4,000 P.S.I.

LEDGE / RAIL / PLATE

FOUNDATION -

THICKENED TOP DECK,

BANK, OR STAIRS

TURNDOWN WALL ON
GRADE

CONCRETE FOUNDATION & WALL LEGEND
CF-01

SYMBOL DESCRIPTION STRENGTH CURE TIME FINISH DETAIL
4,000 P.S.I.
4,000 P.S.I.
28 DAYS
28 DAYS
SMOOTH
TROWEL
SMOOTH
TROWEL
CF-02
CF-03
06/SP5.05
CF-02 CF-03 CF-01
CF-01
CF-02
CF-02
CF-02
CF-02
CF-03
CF-03
CF-02
CF-02
CF-03
CF-01
B
B
B
B 6.5T
B

6.83T 6.83T 6.5T
B

6.5T

6.83T

6.83T
B
B B B

CONCRETE MATERIAL NOTES

1. CONTRACTOR TO SUBMIT POUR SCHEDULE FOR

REVIEW AND APPROVAL BY SKATE PARK DESIGNER
AND OWNER.

2. CONTRACTOR TO SUBMIT PROPOSED START AND

STOP FORM LOCATIONS FOR ALL CONCRETE WORK

SHOWN FOR REVIEW AND APPROVAL BY SKATE PARK
DESIGNER AND OWNER.

3. CONTRACTOR TO BUILD ALL TEMPLATES AND FORMS

WITH TRUE ARCS AND TANGENTS MATCHING

SECTIONS AND PROFILE DIMENSIONS WITHIN THE
CONSTRUCTION DOCUMENTS.

4. CONTRACTOR TO POUR ON-SITE SAMPLES OF

CAST-IN-PLACE AND SHOTCRETE WORK PER THE
SPECIFICATIONS. SAMPLES CANNOT BE PART OF THE
PROJECT WORK.

5. ALL CONCRETE FINISH WORK TO BE PERFORMED BY

QUALIFIED CONTRACTOR WHO IS ABLE TO MEET THE

TOLERANCES MENTIONED IN THE PROJECT'S
TECHNICAL SPECIFICATIONS.

6. FINISH WORK NOT MEETING THE TOLERANCES, FINISH

AND TOOLING FROM ON-SITE SAMPLES WILL BE
REJECTED.

7. CONTRACTOR TO VERIFY FEATURE ELEVATIONS WITH
SECTIONS. IF A DISCREPANCY OCCURS,

CONTRACTOR SHALL CONTACT SKATE PARK
DESIGNER AND OWNER IMMEDIATELY.

8. ALL BANKS LESS THAN 3' HIGH MAY BE CAST IN

PLACE, IN LIEU OF SHOTCRETE, UPON SKATE PARK
DESIGNER'S APPROVAL.

CONTRACTOR TO COORDINATE ALL PROJECT SAMPLE

REVIEWS, PROGRESS SITE VISITS WITH OWNER
AND/OR SKATE PARK DESIGNER IN ADVANCE.

CONTRACTOR TO SUBMIT POUR SCHEDULE FOR

REVIEW AND APPROVAL PRIOR TO COMMENCING
WORK.

THE FOLLOWING IS A SEQUENCING GUIDELINE FOR
THE CONTRACTOR'S SUBMITTAL:

1. INSTALL ALL CAST-IN-PLACE FORMS & METAL
FABRICATIONS.

2. POUR ALL CAST-IN-PLACE LEDGES, BREAK
FORMS AND FINISH.

3. INSTALL ALL METAL FABRICATIONS FOR
SHOTCRETE AREAS AND FORM WORK.

4. INSTALL ALL REQUIRED REBAR PER PLANS AND
SPECIFICATIONS.

5. INSTALL ALL SHOTCRETE AND SPECIALTY
POURS PER PLANS AND SPECIFICATIONS.

6. BREAK ALL SHOTCRETE AND SPECIALTY FORMS
PRIOR TO POURING FLATWORK.

7. POUR ALL TOP DECKS.

8. POUR ALL BOTTOM AREAS LAST.

CONCRETE POUR SEQUENCE

GUIDELINES

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

DRAWING NUMBER: REV
DRAWN:

SCALE: 24"x36"
DRAWING TITLE:

PROJECT NUMBER:

CHECKED:

APPROVED:

DATE:

PAGE SIZE:

JUNE 2025
BR, MS
24-008

AS SHOWN
CL
KR
COPYRIGHT RESERVED. THIS DRAWING AND DESIGN IS THE PROPERTY OF NEW LINE SKATEPARKS INC. AND MAY NOT BE REPRODUCED OR ÓUSED FOR OTHER PROJECTS WITHOUT PERMISSION BY

CONTRACTOR SHALL CHECK ALL DIMENSIONS ON THE WORK AND

REPORT ANY DISCREPANCY TO THE CONSULTANT BEFORE
PROCEEDING. ALL DRAWINGS AND SPECIFICATIONS ARE THE

EXCLUSIVE PROPERTY OF THE OWNER AND MUST BE RETURNED
AT THE COMPLETION OF THE WORK.

No DATE DESCRIPTION Project: COLFAX SKATE PARK Location: 301 Grass Valley St.

City of Colfax, CA 95713 BID SET
5 10 20
SCALE : 1" = 10'-0"
0 SKATE PARK CONCRETE

FOUNDATION & WALL PLAN
SP1.02
Item 8A70
04/SP5.02
01-04/SP5.03
01/SP5.02
01-02/SP5.01

CAST IN PLACE STAIRS

CAST IN PLACE LEDGE
28 DAYS SMOOTH
TROWEL
4,000 P.S.I.
6" THK. SHOTCRETE

BOWL / BANK
5" THK. CONCRETE SLAB

CONCRETE MATERIAL LEGEND
CM-01

SYMBOL DESCRIPTION STRENGTH CURE TIME FINISH DETAIL
6" THK. FLAT BOTTOM 03/SP5.01
CAST IN PLACE BANK 04-05/SP5.01
4,000 P.S.I.
4,000 P.S.I.
4,000 P.S.I.
4,000 P.S.I.
4,000 P.S.I.
28 DAYS
28 DAYS
28 DAYS
28 DAYS
28 DAYS
SMOOTH
TROWEL
SMOOTH
TROWEL
SMOOTH
TROWEL
SMOOTH
TROWEL
SMOOTH
TROWEL
CM-02
CM-03
CM-04
CM-05
CM-06
04,06/SP5.01
ADD. ALT. 1 - 5" THK.

CONCRETE SLAB
4,000 P.S.I. 28 DAYS LIGHT
BROOM
CM-09 01/SP5.01
CAST IN PLACE CURB 4,000 P.S.I. 28 DAYS SMOOTH 05/SP5.03 TROWEL
CM-07
CAST IN PLACE SWALE 4,000 P.S.I. 28 DAYS SMOOTH
TROWEL
CM-08 04-06/SP5.07 B B B B 6.5T B

6.83T 6.83T 6.5T B 6.5T

6.5T 6.5T

6.83T

6.83T B B B B
CM-01 CM-02
CM-02
CM-01
CM-06
CM-01
CM-01
CM-02
CM-02
CM-06 CM-05
CM-02
CM-01
CM-03
CM-03
CM-02
CM-01
CM-01
CM-01
CM-08
CM-09
CM-01
CM-02
CM-08
CM-07
CM-07

CONCRETE MATERIAL NOTES

1. CONTRACTOR TO SUBMIT POUR SCHEDULE FOR

REVIEW AND APPROVAL BY SKATE PARK DESIGNER
AND OWNER.

2. CONTRACTOR TO SUBMIT PROPOSED START AND

STOP FORM LOCATIONS FOR ALL CONCRETE WORK

SHOWN FOR REVIEW AND APPROVAL BY SKATE PARK
DESIGNER AND OWNER.

3. CONTRACTOR TO BUILD ALL TEMPLATES AND FORMS

WITH TRUE ARCS AND TANGENTS MATCHING

SECTIONS AND PROFILE DIMENSIONS WITHIN THE
CONSTRUCTION DOCUMENTS.

4. CONTRACTOR TO POUR ON-SITE SAMPLES OF

CAST-IN-PLACE AND SHOTCRETE WORK PER THE
SPECIFICATIONS. SAMPLES CANNOT BE PART OF THE
PROJECT WORK.

5. ALL CONCRETE FINISH WORK TO BE PERFORMED BY

QUALIFIED CONTRACTOR WHO IS ABLE TO MEET THE

TOLERANCES MENTIONED IN THE PROJECT'S
TECHNICAL SPECIFICATIONS.

6. FINISH WORK NOT MEETING THE TOLERANCES, FINISH

AND TOOLING FROM ON-SITE SAMPLES WILL BE
REJECTED.

7. CONTRACTOR TO VERIFY FEATURE ELEVATIONS WITH
SECTIONS. IF A DISCREPANCY OCCURS,

CONTRACTOR SHALL CONTACT SKATE PARK
DESIGNER AND OWNER IMMEDIATELY.

8. ALL BANKS LESS THAN 3' HIGH MAY BE CAST IN

PLACE, IN LIEU OF SHOTCRETE, UPON SKATE PARK
DESIGNER'S APPROVAL.

CONTRACTOR TO COORDINATE ALL PROJECT SAMPLE

REVIEWS, PROGRESS SITE VISITS WITH OWNER
AND/OR SKATE PARK DESIGNER IN ADVANCE.

CONTRACTOR TO SUBMIT POUR SCHEDULE FOR

REVIEW AND APPROVAL PRIOR TO COMMENCING
WORK.

THE FOLLOWING IS A SEQUENCING GUIDELINE FOR
THE CONTRACTOR'S SUBMITTAL:

1. INSTALL ALL CAST-IN-PLACE FORMS & METAL
FABRICATIONS.

2. POUR ALL CAST-IN-PLACE LEDGES, BREAK
FORMS AND FINISH.

3. INSTALL ALL METAL FABRICATIONS FOR
SHOTCRETE AREAS AND FORM WORK.

4. INSTALL ALL REQUIRED REBAR PER PLANS AND
SPECIFICATIONS.

5. INSTALL ALL SHOTCRETE AND SPECIALTY
POURS PER PLANS AND SPECIFICATIONS.

6. BREAK ALL SHOTCRETE AND SPECIALTY FORMS
PRIOR TO POURING FLATWORK.

7. POUR ALL TOP DECKS.

8. POUR ALL BOTTOM AREAS LAST.

CONCRETE POUR SEQUENCE

GUIDELINES
5 10 20
SCALE : 1" = 10'-0" 0

SKATE PARK CONCRETE

MATERIAL PLAN
SP1.03

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

DRAWING NUMBER: REV
DRAWN:

SCALE: 24"x36"
DRAWING TITLE:

PROJECT NUMBER:

CHECKED:

APPROVED:

DATE:

PAGE SIZE:

AS SHOWN
CL
KR
COPYRIGHT RESERVED. THIS DRAWING AND DESIGN IS THE PROPERTY OF NEW LINE SKATEPARKS INC. AND MAY NOT BE REPRODUCED OR ÓUSED FOR OTHER PROJECTS WITHOUT PERMISSION BY

CONTRACTOR SHALL CHECK ALL DIMENSIONS ON THE WORK AND

REPORT ANY DISCREPANCY TO THE CONSULTANT BEFORE
PROCEEDING. ALL DRAWINGS AND SPECIFICATIONS ARE THE

EXCLUSIVE PROPERTY OF THE OWNER AND MUST BE RETURNED
AT THE COMPLETION OF THE WORK.

No DATE DESCRIPTION Project: COLFAX SKATE PARK Location: 301 Grass Valley St.

City of Colfax, CA 95713 BID SET
Item 8A71

SYMBOL DESCRIPTION DETAIL

CONCRETE JOINTING LEGEND

CJ - CONSTRUCTION
JOINT

SJ - SAWCUT JOINT
05-08 /SP5.04
03/SP5.04

EJ - EXPANSION JOINT
(SEE NOTES 10 & 11)
04/SP5.04

SCULPTURAL BLEND ZONE

PROVIDE CUSTOM CONCRETE

BLENDING FOR SMOOTH
TRANSITIONS. THESE AREAS

TYPICALLY REQUIRE GREATER

HAND WORK AND QUALITY

CONTROL TO ENSURE THAT

BLENDS DO NOT RESULT IN

IRREGULAR CONCRETE SURFACE
CONDITIONS.

THESE AREAS NEED TO BE

REVIEWED AND APPROVED AT THE

FINE GRADING STAGE, PRIOR TO

CONCRETE PLACEMENT, BY THE
SKATE PARK DESIGNER.

1. CONSTRUCT JOINTS TRUE TO LINE WITH FACES PERPENDICULAR TO SURFACE PLANE OF CONCRETE.

2. CONSTRUCTION JOINTS: INSTALL SO STRENGTH AND APPEARANCE

OF CONCRETE ARE NOT IMPAIRED, AT LOCATIONS INDICATED AND APPROVED BY SKATE PARK DESIGNER.

3. PLACE JOINTS PERPENDICULAR TO MAIN REINFORCEMENT.

CONTINUE REINFORCEMENT ACROSS CONSTRUCTION JOINTS,
UNLESS OTHERWISE INDICATED.

4. SAWED JOINTS: FORM CONTRACTION JOINTS WITH POWER SAWS

EQUIPPED WITH SHATTERPROOF ABRASIVE OR DIAMOND-RIMMED
BLADES. CUT 1/8-INCH WIDE JOINTS INTO CONCRETE WHEN

CUTTING ACTION WILL NOT TEAR, ABRADE, OR OTHERWISE DAMAGE

SURFACE AND BEFORE CONCRETE DEVELOPS RANDOM
CONTRACTION CRACKS.

5. ALL CONTROL JOINTS SHALL BE SEALED PER REFERENCED DETAILS.

6. CLEAN ALL JOINTS THOROUGHLY DEBRIS AND DUST FREE PRIOR TO ANY SEALANT APPLICATION.

7. CONCRETE MUST BE CURED TO SPECIFIED STRENGTH PRIOR TO APPLYING SEALANT.

8. CONTRACTOR MUST SUBMIT A POUR SCHEDULE DESIGNATING ALL

START AND STOP FORM LOCATIONS PRIOR TO START OF
CONSTRUCTION.

9. THE JOINTING PLAN IS DIAGRAMMATIC IN NATURE. CONTRACTOR TO

APPLY ADDITIONAL JOINTING AND CRACK PREVENTION MEASURES AS NECESSARY, UPON SKATE PARK DESIGNER'S APPROVAL.

10. EXPANSION JOINT AT FLATWORK: 1/4" WIDE PER 04/SP5.04.

11. EXPANSION JOINT BETWEEN WALL / CURB AND FLATWORK: 1/2"

WIDE WITH ELASTROMERIC SEALANT, TOOL FLAT & SMOOTH
SIKAFLEX-1C-SL OR EQUAL. PROVIDE BOND BREAKER MEMBRANE
1/2" MIN. FROM SURFACE. MINIMUM CAULKING THICKNESS WITH BOND BREAKER IN PLACE IS 1/2".

CONCRETE JOINTING NOTES
B
B
B
B 6.5T
B

6.83T 6.83T 6.5T
B

6.5T

6.83T

6.83T
B
B B B
EJ
EJ EJ
CJ

CJ CJCJ
CJ
CJ
CJ
CJ SJ
SJ
SJ
SJ
EJ
SJ
CJ
CJ
CJ

EJ EJEJ

EJ EJ EJ EJ
EJ SJ

CJ SJSJ CJ

CJ SJ CJ
CJ
SJ
SJ
SJ

CJ CJ CJ CJ CJ
SJ
SJ SJ
SJ
SJ
CJ
SJ
CJ
SJ
SJ
CJ
SJ

SJ CJ CJ

CJ CJ CJSJCJ

SJ SJ SJCJ
SJ

SJ CJ CJ

CJ SJCJ
CJ
SJ
CJ
EJ
CJ
SJ
SJ
SJ
SJ
SJ

CJ CJSJ CJSJ
SJ SJ
CJ CJ
CJ
CJCJ
CJ
SJ
SJ
CJ SJ

CJ SJ SJ

SJ CJ SJCJ
CJ

SJ CJ SJ
CJ
CJ
CJ CJ

CJ CJ CJCJ
SJ
SJ SJ

SJ CJSJ
CJ

EJ EJ EJ
CJ CJ
SJ
CJ SJ
EJ
EJ
EJ
EJ
SJ

SJ SJ SJCJ CJ SJ

EJ SJ SJ
EJ
EJ
EJEJ
EJ
SJ
SJ
SJ
SJ SJ
B
B
B
B 6.5T
B

6.83T 6.83T 6.5T
B

6.5T

6.83T

6.83T
B
B B B

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

DRAWING NUMBER: REV
DRAWN:

SCALE: 24"x36"
DRAWING TITLE:

PROJECT NUMBER:

CHECKED:

APPROVED:

DATE:

PAGE SIZE:

JUNE 2025
BR, MS
24-008

AS SHOWN
CL
KR
COPYRIGHT RESERVED. THIS DRAWING AND DESIGN IS THE PROPERTY OF NEW LINE SKATEPARKS INC. AND MAY NOT BE REPRODUCED OR ÓUSED FOR OTHER PROJECTS WITHOUT PERMISSION BY

CONTRACTOR SHALL CHECK ALL DIMENSIONS ON THE WORK AND

REPORT ANY DISCREPANCY TO THE CONSULTANT BEFORE
PROCEEDING. ALL DRAWINGS AND SPECIFICATIONS ARE THE

EXCLUSIVE PROPERTY OF THE OWNER AND MUST BE RETURNED
AT THE COMPLETION OF THE WORK.

No DATE DESCRIPTION Project: COLFAX SKATE PARK Location: 301 Grass Valley St.

City of Colfax, CA 95713 BID SET
5 10 20
SCALE : 1" = 10'-0"
0 SKATE PARK CONCRETE

JOINTING PLAN
SP1.04
Item 8A72
CC-04
CC-03
CC-02
DARK GRAY / DAVIS COLORS 860 (OR

APPROVED EQUAL), INTEGRAL COLOR
PALOMINO / DAVIS COLORS 5447, INTEGRAL
COLOR

LEDGE CAP - NATURAL GRAY

LEDGE BASE - RUSTIC BROWN / DAVIS
COLORS 6058 (OR APPROVED EQUAL)

NATURAL GRAY

CONCRETE COLOR LEGEND
CC-01

SYMBOL DESCRIPTION
CC-05 ADD. ALT. 1

NATURAL GRAY

1. 2.

CONCRETE POUR SEQUENCE GUIDELINES COLORED CONCRETE CURING NOTES

CONTRACTOR TO COORDINATE ALL PROJECT SAMPLE REVIEWS,

PROGRESS SITE VISITS WITH CLIENT REPRESENTATIVE AND/OR
SKATE PARK DESIGNER IN ADVANCE. CONTRACTOR TO SUBMIT

POUR SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO
COMMENCING WORK.

THE FOLLOWING IS A SEQUENCING GUIDELINE FOR THE
CONTRACTOR'S SUBMITTAL:

1. INSTALL ALL CAST-IN-PLACE FORMS & METAL
FABRICATIONS.

2. POUR ALL CAST-IN-PLACE LEDGES, BREAK FORMS AND
FINISH.

3. INSTALL ALL METAL FABRICATIONS FOR SHOTCRETE
AREAS AND FORM WORK.

4. INSTALL ALL REQUIRED REBAR PER PLANS AND
SPECIFICATIONS.

5. INSTALL ALL SHOTCRETE AND SPECIALTY POURS PER
PLANS AND SPECIFICATIONS.

6. BREAK ALL SHOTCRETE AND SPECIALTY FORMS PRIOR TO
POURING FLATWORK.

7. POUR ALL TOP DECKS.

8. POUR ALL BOTTOM AREAS LAST.

1. CONTRACTOR TO ENSURE THAT COLORED CONCRETE IS

CURED AND SEALED AFTER EACH POUR PRIOR TO

POURING ADJACENT COLORED CONCRETE SURFACES
TO AVOID BLEEDING AND DUSTING.

2. COLORED CONCRETE SHALL BE CURED WITH AN
APPROVED CURING AID. CONTRACTOR TO SUBMIT

CURING AID PRODUCT SPECIFICATION TO CLIENT
REPRESENTATIVE FOR APPROVAL.

CONCRETE POUR SEQUENCE GUIDELINES COLORED CONCRETE CURING NOTES

CONCRETE COLOR SAMPLE / MOCK UP NOTE

1. CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS SECTION 30 30 00 FOR CAST IN PLACE AND SHOTCRETE COLORED
CONCRETE SAMPLE / MOCK -UP REQUIREMENTS.

B
B
B
B 6.5T
B

6.83T 6.83T 6.5T
B

6.5T

6.83T

6.83T
B
B B B
CC-04
CC-03
CC-01
CC-01
CC-01 CC-04
CC-01 CC-02 CC-03 CC-04
CC-04
CC-01
CC-04
CC-02
CC-01 CC-04 CC-01
CC-04
CC-01
CC-05

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

DRAWING NUMBER: REV
DRAWN:

SCALE: 24"x36"
DRAWING TITLE:

PROJECT NUMBER:

CHECKED:

APPROVED:

DATE:

PAGE SIZE:

JUNE 2025
BR, MS
24-008

AS SHOWN
CL
KR
COPYRIGHT RESERVED. THIS DRAWING AND DESIGN IS THE PROPERTY OF NEW LINE SKATEPARKS INC. AND MAY NOT BE REPRODUCED OR ÓUSED FOR OTHER PROJECTS WITHOUT PERMISSION BY

CONTRACTOR SHALL CHECK ALL DIMENSIONS ON THE WORK AND

REPORT ANY DISCREPANCY TO THE CONSULTANT BEFORE
PROCEEDING. ALL DRAWINGS AND SPECIFICATIONS ARE THE

EXCLUSIVE PROPERTY OF THE OWNER AND MUST BE RETURNED
AT THE COMPLETION OF THE WORK.

No DATE DESCRIPTION Project: COLFAX SKATE PARK Location: 301 Grass Valley St.

City of Colfax, CA 95713 BID SET
5 10 20
SCALE : 1" = 10'-0"
0 SKATE PARK CONCRETE

COLOR PLAN
SP1.05
Item 8A73

SYMBOL DESCRIPTION DETAIL
MM-01

METAL MATERIAL LEGEND
2-3/8” O.D. ROUND

STEEL PIPE COPING
01-03/SP5.06
6" x 1/4" x 1-7/8" C-CHANNEL

EDGING (FLUSH)
C6X8.2 - 2.00" x 6.00" x 0.1875"
O.D. SIZE / GAUGE
2-3/8” O.D. ROUND PIPE

TOP RAIL, MID-RAIL, AND
POSTS.
6" x 1/4" x 1-7/8" C-CHANNEL

EDGING (AT CANTILEVERED

LEDGE CAPS)
1/4" THK. CUSTOM

FABRICATED ANGLED

PLATE EDGING
05/SP5.06
06/SP5.06
04-06/SP5.05
04/SP5.06

CUSTOM CUT FLAT STEEL
PLATE
07/SP5.06
C6X8.2 - 2.00" x 6.00" x 0.1875"
MM-02
MM-03
MM-04
MM-05
MM-06
MM-07 CHAIN LINK FENCE
MM-09 1/4" THK. STEEL PLATE ON TOP DECK 01/SP5.08
MM-10 SAFETY GUARDRAIL
02/SP5.08
07/SP5.05

METAL MATERIAL NOTES

1. ALL METAL FABRICATION SIZES ARE NOMINAL.

2. ALL METAL FABRICATIONS SHOWN ARE TO BE HOT
DIPPED GALVANIZED UNLESS NOTED OTHERWISE.

REFER TO SKATE PARK METAL COLOR PLAN .

3. QUALIFICATIONS OF CONTRACTOR: PROVIDE AT
LEAST ONE (1) PERSON WHO SHALL BE PRESENT

AT ALL TIMES DURING EXECUTION OF THIS

PORTION OF THE WORK, AND WHO SHALL BE

THOROUGHLY FAMILIAR WITH THE TYPE OF

MATERIALS BEING INSTALLED, THE REFERENCED

STANDARDS, THE REQUIREMENTS OF THIS WORK,

AND WHO SHALL DIRECT ALL WORK PERFORMED
UNDER THIS SECTION.

4. WELDS NECESSARY TO CONNECT ALL COPING

AND METAL FABRICATION SHOULD BE DONE BY

CERTIFIED WELDER, GROUND SMOOTH,
DE-BURRED AND COATED PER SPECIFICATIONS.

5. PROTECT ALL FINISH WORK ADJACENT TO METAL

FABRICATION EFFORTS TO PREVENT ANY
STAINING.

6. SAMPLES: REQUIRED FOR ALL COPING, RAILS,
FENCING AND EDGING OF SKATE PARK. SUBMIT

FINISH METAL SAMPLES FOR FINAL FINISH
REQUIRED PRIOR TO DELIVERY TO SITE.

7. STEEL COPING: ROLL PIPE TO CONFORM WITH

HORIZONTAL CONTROL RADII AT CENTERLINE OF
PIPE.

8. CONTRACTOR SHALL REFER TO SKATE PARK

CONSTRUCTION DETAILS FOR COPING SUPPORT
OPTIONS. SUBMIT DETAIL ALONG WITH SHOP

DRAWINGS IF USING A DIFFERENT COPING
SUPPORT PRIOR TO FABRICATION.

9. ALL METAL EDGING TO HAVE END CAPS WHERE
EXPOSED TO CONCRETE.

B
B
B
B 6.5T
B

6.83T 6.83T 6.5T
B

6.5T

6.83T

6.83T
B
B B B
MM-03
MM-01
MM-04
MM-05
MM-03
MM-06 MM-03
MM-03
MM-04
MM-05
MM-04
MM-06
MM-01
MM-08 MM-07
MM-07
MM-09 MM-09
MM-07
MM-10
MM-03
MM-06
MM-02 MM-02
MM-02

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

DRAWING NUMBER: REV
DRAWN:

SCALE: 24"x36"
DRAWING TITLE:

PROJECT NUMBER:

CHECKED:

APPROVED:

DATE:

PAGE SIZE:

JUNE 2025
BR, MS
24-008

AS SHOWN
CL
KR
COPYRIGHT RESERVED. THIS DRAWING AND DESIGN IS THE PROPERTY OF NEW LINE SKATEPARKS INC. AND MAY NOT BE REPRODUCED OR ÓUSED FOR OTHER PROJECTS WITHOUT PERMISSION BY

CONTRACTOR SHALL CHECK ALL DIMENSIONS ON THE WORK AND

REPORT ANY DISCREPANCY TO THE CONSULTANT BEFORE
PROCEEDING. ALL DRAWINGS AND SPECIFICATIONS ARE THE

EXCLUSIVE PROPERTY OF THE OWNER AND MUST BE RETURNED
AT THE COMPLETION OF THE WORK.

No DATE DESCRIPTION Project: COLFAX SKATE PARK Location: 301 Grass Valley St.

City of Colfax, CA 95713 BID SET
5 10 20
SCALE : 1" = 10'-0"
0 SKATE PARK METAL

MATERIAL PLAN
SP1.06
Item 8A74

SYMBOL DESCRIPTION

METAL COLOR / FINISH LEGEND
MC-01
MC-02 GALVANIZED & PAINTED

FAST DRYING, ACRYLIC POLYURETHANE
BRAND & MANUFACTURER: ACROLON 218

HS BY SHERWIN WILLIAMS OR APPROVED
EQUAL
FINISH: SEMI-GLOSS
COLOR: BLACK SW4090

GALVANIZED & PAINTED

FAST DRYING, ACRYLIC POLYURETHANE
BRAND & MANUFACTURER: ACROLON 218

HS BY SHERWIN WILLIAMS OR APPROVED
EQUAL
FINISH: SEMI-GLOSS
COLOR: BOLT BROWN SW4001
MC-03 PAINT COLOR & FINISH TO MATCH EX.

CHAIN LINK FENCE

METAL PAINTING NOTES

1. SURFACE PREPARATION OF GALVANIZED

SURFACES SHALL BE IN ACCORDANCE WITH SSPC
SP16 AND ASTM D6386:

A. ALL AREAS CONTAINING VISIBLE

CONTAMINANTS SHALL BE SOLVENT CLEANED
IN ACCORDANCE WITH SSPC SP1 SOLVENT
CLEANING.

B. ALL AREAS CONTAINING NON-VISIBLE

CONTAMINANTS SHALL BE PRESSURE

WASHED CLEAN WITH CHLOR-RID PER
MANUFACTURER'S SPECIFICATIONS.

C. GALVANIZED SURFACES SHALL BE

SWEEP-BLASTED TO ACHIEVE A SLIGHT
ANGULAR SURFACE PROFILE 1 MIL. MIN.

BLAST OF THE GALVANIZING SHALL BE DONE

IN SUCH A MANNER AS TO NOT DAMAGE OR
REMOVE ANY OF THE GALVANIZING. ANY

GALVANIZING THAT IS DAMAGED SHALL BE
REPAIRED IN ACCORDANCE WITH ASTM A780.

BLASTED SURFACES SHALL BE CLEAN, DRY,

AND FREE OF CORROSION PRODUCTS AT
TIME OF APPLICATION OF PAINT.

2. FINISH COAT SHALL BE ACROLON 218, MINIMUM
DFT. 2.0 MILS. COLOR OF FINISH COAT SHALL HAVE
COLOR AS NOTED AND HAVE A SEMI-GLOSS FINISH.

APPLICATION OF PAINT SHALL FOLLOW THE
MANUFACTURER'S RECOMMENDATIONS.

3. CONTRACTOR SHALL SUBMIT PAINTED SAMPLES TO

CLIENT REPRESENTATIVE AND SKATE PARK

DESIGNER FOR REVIEW AND APPROVAL PRIOR TO
FABRICATION, GALVANIZING AND PAINTING.

POOL COPING & TILE COLOR LEGEND
B
B
B
B 6.5T
B

6.83T 6.83T 6.5T
B

6.5T

6.83T

6.83T
B
B B B
MC-01
MC-02
MC-02
MC-01
MC-01
MC-01
MC-01
MC-02
MC-02
MC-01
MC-01
MC-02
MC-02 MC-02
MC-03
MC-03

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

DRAWING NUMBER: REV
DRAWN:

SCALE: 24"x36"
DRAWING TITLE:

PROJECT NUMBER:

CHECKED:

APPROVED:

DATE:

PAGE SIZE:

JUNE 2025
BR, MS
24-008

AS SHOWN
CL
KR
COPYRIGHT RESERVED. THIS DRAWING AND DESIGN IS THE PROPERTY OF NEW LINE SKATEPARKS INC. AND MAY NOT BE REPRODUCED OR ÓUSED FOR OTHER PROJECTS WITHOUT PERMISSION BY

CONTRACTOR SHALL CHECK ALL DIMENSIONS ON THE WORK AND

REPORT ANY DISCREPANCY TO THE CONSULTANT BEFORE
PROCEEDING. ALL DRAWINGS AND SPECIFICATIONS ARE THE

EXCLUSIVE PROPERTY OF THE OWNER AND MUST BE RETURNED
AT THE COMPLETION OF THE WORK.

No DATE DESCRIPTION Project: COLFAX SKATE PARK Location: 301 Grass Valley St.

City of Colfax, CA 95713 BID SET
5 10 20
SCALE : 1" = 10'-0"
0 SKATE PARK METAL

COLOR PLAN
SP1.07
Item 8A75

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

DRAWING NUMBER: REV
DRAWN:

SCALE: 24"x36"
DRAWING TITLE:

PROJECT NUMBER:

CHECKED:

APPROVED:

DATE:

PAGE SIZE:

JUNE 2025
BR, MS
24-008

AS SHOWN
CL
KR
COPYRIGHT RESERVED. THIS DRAWING AND DESIGN IS THE PROPERTY OF NEW LINE SKATEPARKS INC. AND MAY NOT BE REPRODUCED OR ÓUSED FOR OTHER PROJECTS WITHOUT PERMISSION BY

CONTRACTOR SHALL CHECK ALL DIMENSIONS ON THE WORK AND

REPORT ANY DISCREPANCY TO THE CONSULTANT BEFORE
PROCEEDING. ALL DRAWINGS AND SPECIFICATIONS ARE THE

EXCLUSIVE PROPERTY OF THE OWNER AND MUST BE RETURNED
AT THE COMPLETION OF THE WORK.

No DATE DESCRIPTION Project: COLFAX SKATE PARK Location: 301 Grass Valley St.

City of Colfax, CA 95713 BID SET

SKATE PARK

ARTISTIC RENDERINGS
SP1.08
Note: Not for construction reference.

Alterations will be made to model during detailed design phase Images are shown to display broader design concept only.

View 1 View 2
View 3 View 4

DOWN RAIL MINI RAMP A-FRAME HIP / HUBBA STEP UP GAP FLOW BOWL

STEP UP GAP CHINA BANK &LEDGE BUMP TO LEDGE

THREE STAIR LEDGE

MINI BOWL FLAT BAR A-FRAME LEDGE
Item 8A76
B
B
B
B 6.5T
B

6.83T 6.83T 6.5T
B

6.5T

6.83T

6.83T
B
B B
ST

ST ST ST
B
201
GATE
BENCH
PROJECT BENCHMARK "X" IN CONC EL=2550.03'
PUSH

PAD BUILDING

BUILDING

CONDUIT
AC
AC
AC
AC
AC
AC
CONC
ELEC
MTR

SIDEWALK
CONC
CANOPY
CONC
SDDI FL12"=2543.98'
SDDI
6"PVC
FL=2547.43'
FF=2545.19'
12' CMP
FL 2546.6
FL 2546.4
FL 2546.2
FL 2546.8
202
203 204
205
206
207
208
209
210
211
212
213
214 217 215
219 218
221
222
224225 223
228 227
229
230
231
233 232
234
235
236
237
238
239
240
243 242 241
244
245
246
247
248
249
250 251
252
253
254
255
256
257
258
259
260 261
262
263 264
265 266
267
268
269
270
271
272
274 273
276 275 277
278
279
280
281
282
283 284
285
287 286
288
289
291 290
292
293
294
295
297296
299298
300
30130230304
305
306
307
308
309
310
311
312313
314
315
316
317
318
319
320
321
322
323
324
325
326 327
328 329
331 330
332 333
334
335 336
337
338
339
340
341 342
343
344
345
346
347
348
349
350351
353 352
354
355
356
357
360 359 358
361
362
363
364
365
366
367 368
370 369
908 909
914 915
901
902
903
904 905
907 906
916
917
911
912
913
500
501
502
503
504
505
506
507
508
371
372
373
374

1. COORDINATE VALUES SHOWN ARE INTENDED FOR HORIZONTAL
POSITIONING AND DIMENSION CLARIFICATION ONLY. ALL POINTS SET

IN THE FIELD FROM THESE VALUES SHALL FIRST BE CHECKED BY THE

CONTRACTOR TO ENSURE THAT THE LOCATION IS CONSISTENT WITH

THE DIMENSIONS AND GRAPHIC LOCATIONS SHOWN ON THE
APPROVED CONSTRUCTION PLANS. IN THE CASE OF A DISCREPANCY

WITH ANY COORDINATE VALUE SHOWN, THE CONTRACTOR SHALL BE

RESPONSIBLE TO NOTIFY THE CITY PRIOR TO COMMENCING ANY
CONSTRUCTION ACTIVITY THAT MAY BE AFFECTED.

2. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL BANKS/

TRANSITIONS NEED TO BE CHECKED AGAINST THE CROSS SECTIONS FOR ACCURACY.

3. BECAUSE OF THE SCALE OF THIS DRAWING AND PROXIMITY OF

FEATURES TO EACH OTHER, THE LOCATION OF SOME OF THE POINTS MAY BE OBSCURED. REFER TO THE LAYOUT DATA FOR THE ACTUAL LOCATIONS FOR ALL POINTS.

4. CONTRACTOR TO BE RESPONSIBLE FOR SURVEY WORK.

HORIZONTAL CONTROL NOTES
5 10 20
SCALE : 1" = 10'-0"
0 SKATE PARK

HORIZONTAL CONTROL PLAN -
POINTS
SP2.01

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

DRAWING NUMBER: REV
DRAWN:

SCALE: 24"x36"
DRAWING TITLE:

PROJECT NUMBER:

CHECKED:

APPROVED:

DATE:

PAGE SIZE:

JUNE 2025
BR, MS
24-008

AS SHOWN
CL
KR
COPYRIGHT RESERVED. THIS DRAWING AND DESIGN IS THE PROPERTY OF NEW LINE SKATEPARKS INC. AND MAY NOT BE REPRODUCED OR ÓUSED FOR OTHER PROJECTS WITHOUT PERMISSION BY

CONTRACTOR SHALL CHECK ALL DIMENSIONS ON THE WORK AND

REPORT ANY DISCREPANCY TO THE CONSULTANT BEFORE
PROCEEDING. ALL DRAWINGS AND SPECIFICATIONS ARE THE

EXCLUSIVE PROPERTY OF THE OWNER AND MUST BE RETURNED
AT THE COMPLETION OF THE WORK.

No DATE DESCRIPTION Project: COLFAX SKATE PARK Location: 301 Grass Valley St.

City of Colfax, CA 95713 BID SET

SURVEY CONTROL POINTS
Item 8A77
B
B
B
B 6.5T
B

6.83T 6.83T 6.5T
B

6.5T

6.83T

6.83T
B
B B
ST

ST ST ST
B
GATE
BENCH
PROJECT BENCHMARK "X" IN CONC EL=2550.03'
PUSH

PAD BUILDING

BUILDING

CONDUIT
AC
AC
AC
AC
AC
AC
CONC
ELEC
MTR

SIDEWALK
CONC
CANOPY
CONC
SDDI FL12"=2543.98'
SDDI
6"PVC
FL=2547.43'
FF=2545.19'
12' CMP
FL 2546.6
FL 2546.4
FL 2546.2
FL 2546.8
L1
L2
L3
L4
L5
C1
L6
L7
L8
C2 L9
L11 L10 L12
L13
L14 L16 L15
L17 L18
L19
L20 L21 L22 L23
C3
C4
C5
L24
L25 L26
L27 L28
L29
C6
L30
C7
C8
L31 C9
C10 L32
C11
C12
L33 C13
C14 L34
C15 C16 L35
C17 L36
L37 L38
L39
L40 L41 L42 L43
L44
L45
L46
L47 L48 L49 L50L51L52 L53
C18
L54
L55
L56
C19 L57 L58
L59
L60 L61
C20
L62
C21
L63
C22
L64 L65 C23
L66
C24
L67
C25
L68
C26 L69 L70
L71
L72
L73
C27
L74
C28
L75 L76
L77
L78 L79 L80
L81
L82
L83 L84 L85 L86 L87
L88
L89 L90 L91
L92
L93 L94
L95 L96 L97
L98
C29
L99
L500
L501
L502
L503
L504
L505 L506
L507
L101
L102
5 10 20
SCALE : 1" = 10'-0"
0 SKATE PARK

HORIZONTAL CONTROL PLAN -

LINES & CURVES
SP2.02

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

DRAWING NUMBER: REV
DRAWN:

SCALE: 24"x36"
DRAWING TITLE:

PROJECT NUMBER:

CHECKED:

APPROVED:

DATE:

PAGE SIZE:

JUNE 2025
BR, MS
24-008

AS SHOWN
CL
KR
COPYRIGHT RESERVED. THIS DRAWING AND DESIGN IS THE PROPERTY OF NEW LINE SKATEPARKS INC. AND MAY NOT BE REPRODUCED OR ÓUSED FOR OTHER PROJECTS WITHOUT PERMISSION BY

CONTRACTOR SHALL CHECK ALL DIMENSIONS ON THE WORK AND

REPORT ANY DISCREPANCY TO THE CONSULTANT BEFORE
PROCEEDING. ALL DRAWINGS AND SPECIFICATIONS ARE THE

EXCLUSIVE PROPERTY OF THE OWNER AND MUST BE RETURNED
AT THE COMPLETION OF THE WORK.

No DATE DESCRIPTION Project: COLFAX SKATE PARK Location: 301 Grass Valley St.

City of Colfax, CA 95713 BID SET

1. COORDINATE VALUES SHOWN ARE INTENDED FOR HORIZONTAL
POSITIONING AND DIMENSION CLARIFICATION ONLY. ALL POINTS SET

IN THE FIELD FROM THESE VALUES SHALL FIRST BE CHECKED BY THE

CONTRACTOR TO ENSURE THAT THE LOCATION IS CONSISTENT WITH

THE DIMENSIONS AND GRAPHIC LOCATIONS SHOWN ON THE
APPROVED CONSTRUCTION PLANS. IN THE CASE OF A DISCREPANCY

WITH ANY COORDINATE VALUE SHOWN, THE CONTRACTOR SHALL BE

RESPONSIBLE TO NOTIFY THE CITY PRIOR TO COMMENCING ANY
CONSTRUCTION ACTIVITY THAT MAY BE AFFECTED.

2. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL BANKS/

TRANSITIONS NEED TO BE CHECKED AGAINST THE CROSS SECTIONS FOR ACCURACY.

3. BECAUSE OF THE SCALE OF THIS DRAWING AND PROXIMITY OF

FEATURES TO EACH OTHER, THE LOCATION OF SOME OF THE POINTS MAY BE OBSCURED. REFER TO THE LAYOUT DATA FOR THE ACTUAL LOCATIONS FOR ALL POINTS.

4. CONTRACTOR TO BE RESPONSIBLE FOR SURVEY WORK.

HORIZONTAL CONTROL NOTES SURVEY CONTROL POINTS
Item 8A78
Site Layout Point Table
Point #
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
217
218
219
221
222
Northing
2164869.50
2164896.56
2164902.29
2164937.44
2164932.90
2164924.89
2164922.78
2164909.95
2164905.88
2164897.02
2164890.72
2164881.15
2164868.79
2164865.02
2164866.73
2164866.30
2164864.03
2164853.02
2164855.41
2164855.92
Easting
6857338.04
6857396.71
6857400.76
6857476.98
6857479.07
6857502.19
6857505.71
6857519.58
6857523.98
6857533.56
6857538.14
6857542.55
6857515.76
6857507.59
6857511.29
6857510.35
6857511.40
6857487.54
6857486.45
6857487.86
Site Layout Point Table
Point #
223
224
225
227
228
229
230
231
232
233
234
235
236
237
238
239
240
241
242
243
Northing
2164852.15
2164848.38
2164849.12
2164846.74
2164835.45
2164838.74
2164838.53
2164839.28
2164837.47
2164835.37
2164848.96
2164855.31
2164856.44
2164861.06
2164869.12
2164879.77
2164887.43
2164888.70
2164886.04
2164867.98
Easting
6857479.69
6857471.51
6857472.82
6857473.92
6857449.45
6857451.81
6857448.03
6857451.79
6857445.72
6857441.19
6857431.59
6857428.66
6857428.14
6857423.80
6857416.83
6857416.97
6857415.27
6857407.53
6857401.77
6857362.61
Site Layout Point Table
Point #
244
245
246
247
248
249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
Northing
2164873.43
2164864.35
2164868.87
2164865.24
2164873.06
2164869.42
2164877.67
2164876.76
2164875.40
2164874.03
2164895.76
2164892.58
2164901.49
2164898.31
2164891.49
2164911.12
2164907.49
2164909.58
2164913.22
2164919.62
Easting
6857360.10
6857340.42
6857339.07
6857340.74
6857348.15
6857349.82
6857358.14
6857358.56
6857359.19
6857359.82
6857397.37
6857400.02
6857401.42
6857404.07
6857399.25
6857422.30
6857423.98
6857428.52
6857426.84
6857450.27
Site Layout Point Table
Point #
264
265
266
267
268
269
270
271
272
273
274
275
276
277
278
279
280
281
282
283
Northing
2164924.64
2164917.35
2164922.37
2164924.09
2164922.67
2164913.59
2164903.49
2164898.24
2164898.09
2164898.26
2164896.35
2164894.44
2164893.05
2164887.19
2164886.99
2164890.37
2164898.93
2164903.90
2164907.56
2164902.18
Easting
6857461.16
6857451.31
6857462.21
6857479.06
6857488.32
6857490.65
6857487.15
6857482.36
6857475.26
6857471.98
6857469.30
6857467.53
6857465.33
6857452.61
6857447.64
6857443.99
6857440.04
6857439.84
6857443.22
6857447.59
Site Layout Point Table
Point #
284
285
286
287
288
289
290
291
292
293
294
295
296
297
298
299
300
301
302
303
Northing
2164917.99
2164915.78
2164905.68
2164904.32
2164904.70
2164900.23
2164899.15
2164894.00
2164894.74
2164900.19
2164906.37
2164894.57
2164904.14
2164903.51
2164899.88
2164899.04
2164895.41
2164887.30
2164888.14
2164888.98
Easting
6857481.87
6857484.30
6857480.80
6857477.79
6857470.09
6857463.82
6857462.51
6857451.36
6857449.37
6857446.86
6857423.94
6857429.39
6857431.03
6857429.67
6857431.34
6857429.53
6857431.20
6857432.74
6857434.55
6857436.37
Site Layout Point Table
Point #
304
305
306
307
308
309
310
311
312
313
314
315
316
317
318
319
320
321
322
323
Northing
2164889.61
2164882.09
2164878.93
2164873.88
2164869.14
2164868.92
2164863.94
2164864.16
2164858.74
2164859.26
2164873.04
2164869.05
2164864.07
2164863.48
2164870.06
2164878.76
2164852.31
2164851.33
2164856.17
2164870.68
Easting
6857437.73
6857441.20
6857436.60
6857437.47
6857437.04
6857439.53
6857439.08
6857436.59
6857436.09
6857437.14
6857438.40
6857438.03
6857437.58
6857425.11
6857419.41
6857419.53
6857438.88
6857446.23
6857445.40
6857446.72
Site Layout Point Table
Point #
324
325
326
327
328
329
330
331
332
333
334
335
336
337
338
339
340
341
342
343
Northing
2164872.95
2164872.56
2164873.00
2164878.38
2164882.07
2164886.26
2164880.98
2164876.79
2164882.57
2164887.90
2164890.81
2164907.51
2164907.82
2164905.53
2164904.89
2164888.12
2164884.02
2164880.98
2164895.86
2164910.18
Easting
6857449.40
6857453.62
6857456.16
6857467.83
6857466.13
6857475.21
6857477.64
6857468.56
6857476.91
6857488.47
6857491.10
6857496.89
6857497.52
6857504.14
6857504.45
6857498.63
6857498.84
6857453.48
6857485.74
6857490.70
Site Layout Point Table
Point #
344
345
346
347
348
349
350
351
352
353
354
355
356
357
358
359
360
361
362
363
Northing
2164913.90
2164914.20
2164911.44
2164908.13
2164903.17
2164886.38
2164879.12
2164880.07
2164874.38
2164869.56
2164883.48
2164888.49
2164901.38
2164905.46
2164857.74
2164853.97
2164850.20
2164854.74
2164861.14
2164862.18
Easting
6857494.01
6857498.97
6857506.94
6857510.66
6857510.95
6857505.14
6857508.49
6857510.56
6857514.84
6857504.39
6857517.66
6857515.36
6857519.82
6857515.42
6857487.02
6857478.85
6857470.68
6857468.58
6857472.81
6857475.06
Line Table
Line #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
Length

64.61 7.01

83.94 5.00

24.47 18.89

6.00 13.05

10.53 29.51

9.00 2.50

21.43 2.62

18.00 2.62

26.95 3.39

6.26 5.00
Direction
N65° 14' 12.22"E
N35° 14' 13.85"E
N65° 14' 13.85"E
N24° 45' 46.15"W
S70° 53' 30.02"E
S47° 13' 25.78"E
S47° 13' 25.75"E
S47° 13' 25.75"E
S24° 45' 46.10"E
N65° 14' 13.95"E
N65° 14' 13.95"E
N24° 45' 46.07"W
N65° 14' 13.91"E
S24° 45' 46.07"E
S65° 14' 13.93"W
N24° 45' 46.07"W
N65° 14' 13.36"E
S24° 45' 46.10"E
N65° 14' 14.12"E
S65° 14' 13.75"W
Line Table
Line #
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
Length

4.06 7.00

1.25 6.35

43.12 6.00

21.67 5.67

39.47 10.69

14.00 9.43

37.75 10.69

12.28 6.00

21.67 44.28

7.01 21.93
Direction
N24° 45' 46.10"W
N24° 45' 46.10"W
N24° 45' 46.10"W
N65° 14' 12.22"E
S65° 14' 13.93"W
N24° 45' 46.07"W
S65° 14' 12.22"W
N24° 45' 46.07"W
S65° 14' 13.90"W
N19° 06' 29.98"E
N65° 14' 27.99"E
S24° 45' 45.47"E
S65° 14' 13.90"W
N19° 06' 29.98"E
N65° 14' 27.99"E
S24° 45' 45.47"E
N65° 14' 12.22"E
N65° 14' 12.22"E
N35° 14' 13.85"E
N65° 14' 13.85"E
Line Table
Line #
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
L51
L52
L53
L54
L55
L56
L57
L58
L59
L60
Length

5.00 23.95

12.12 2.50

12.00 2.50

19.72 6.00

13.00 8.00

12.00 16.00

9.22 4.00

5.00 4.83

2.04 16.35

8.02 8.18
Direction
N65° 14' 13.85"E
N65° 14' 13.85"E
N65° 14' 13.85"E
N24° 45' 45.47"W
N65° 14' 13.85"E
N24° 45' 45.47"W
N65° 14' 13.43"E
N24° 45' 45.47"W
N24° 45' 45.47"W
N24° 45' 49.11"W
S24° 45' 49.71"E
S24° 45' 45.47"E
N24° 45' 42.31"W
S05° 11' 50.45"W
S05° 11' 50.45"W
S05° 11' 50.45"W
S24° 45' 46.10"E
S24° 45' 46.10"E
N65° 14' 13.90"E
N65° 14' 13.90"E
Line Table
Line #
L61
L62
L63
L64
L65
L66
L67
L68
L69
L70
L71
L72
L73
L74
L75
L76
L77
L78
L79
L80
Length

12.37 14.57

4.20 12.85

12.73 17.68

7.00 17.75

20.92 8.27

12.33 35.53

15.16 8.43

17.76 8.00

12.42 3.56

10.28 5.59
Direction
S24° 45' 22.90"E
S05° 11' 50.45"W
N84° 48' 09.55"W
S65° 14' 36.58"W
S65° 14' 19.25"W
S19° 06' 29.98"W
N70° 53' 30.02"W
N19° 06' 29.98"E
N24° 43' 42.45"W
N24° 45' 45.47"W
N84° 48' 09.55"W
S65° 14' 27.95"W
S19° 06' 29.98"W
N70° 53' 30.02"W
N19° 06' 29.98"E
N24° 43' 42.45"W
N24° 43' 42.45"W
N65° 16' 17.55"E
N65° 16' 17.55"E
S24° 43' 42.45"E
Line Table
Line #
L81
L82
L83
L84
L85
L86
L87
L88
L89
L90
L91
L92
L93
L94
L95
L96
L97
L98
L99
L101
Length

13.68 6.08

6.13 5.00

4.04 2.00

5.00 7.68

7.68 5.00

2.00 16.00

10.00 5.81

6.00 2.75

2.75 73.06
Direction
S19° 06' 29.98"W
S47° 13' 25.75"E
S42° 46' 34.25"W
N24° 45' 46.07"W
N24° 45' 46.07"W
N24° 45' 46.07"W
N24° 45' 46.10"W
S33° 26' 17.48"W
N82° 59' 15.18"W
N24° 45' 46.10"W
S24° 45' 46.07"E
S65° 14' 13.93"W
N65° 14' 13.90"E
S24° 45' 46.10"E
N65° 14' 13.90"E
N24° 45' 46.10"W
N24° 45' 47.78"W
S28° 19' 38.83"W
S68° 26' 40.78"E
S65° 14' 13.90"W
Line Table
Line #
L102
L500
L501
L502
L503
L504
L505
L506
L507
Length

13.84 37.31

2.83 24.73

39.31 10.43

29.95 5.00

0.75 Direction
S24° 45' 46.10"E
S26° 03' 27.12"E
S18° 56' 32.88"W
S18° 55' 43.75"W
S63° 57' 18.40"W
S18° 57' 03.26"W
S26° 00' 38.31"E
S24° 45' 46.10"E
S65° 14' 13.90"W
Curve Table
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
Length

4.13 7.84

6.44 21.79

16.65 19.86

14.61 6.70

5.22 10.21
Radius

10.00 20.00

10.00 15.00

7.00 8.50

9.00 5.00

10.00 6.50
Delta
023.6678
022.4610
036.9097
083.2279
136.3186
133.8711
092.9863
076.7800
029.9264
089.9963
Chord Direction
N59° 03' 27.90"W
N35° 59' 35.93"W
N43° 13' 03.62"W
S20° 03' 30.96"E
N46° 36' 14.28"W
N47° 49' 38.06"W
N65° 36' 05.35"E
S73° 42' 16.78"W
N50° 16' 40.43"E
S69° 45' 38.76"E
Chord Length

4.102

7.790

6.331

19.923

12.995

15.641

13.055

6.210

5.164

9.192
Curve Table
Curve #
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
Length

10.21 2.36

4.17 3.71

15.70 1.72

2.36 5.18

5.23 4.97
Radius

6.50 1.50

1.78 2.28

11.72 3.28

1.50 9.90

10.00 9.50
Delta
089.9998
090.0000
133.8711
092.9863
076.7800
029.9264
090.0000
029.9600
029.9602
029.9602
Chord Direction
S20° 14' 14.22"W
S20° 14' 14.53"W
N47° 49' 38.06"W
N65° 36' 05.35"E
S73° 42' 16.78"W
N50° 16' 40.43"E
S69° 45' 45.47"E
N09° 46' 57.51"W
S09° 46' 57.82"E
S09° 46' 57.82"E
Chord Length

9.192

2.121

3.283

3.313

14.552

1.696

2.121

5.118

5.170

4.911
Curve Table
Curve #
C21
C22
C23
C24
C25
C26
C27
C28
C29
Length

3.93 2.61

4.03 0.79

0.79 4.21

10.21 10.21

17.79 Radius

2.50 5.00

5.00 0.50

0.50 5.50

6.50 6.50

12.25 Delta
090.0000
029.9563
046.1328
089.9998
090.0000
043.8368
090.0000
089.9991
083.2279
Chord Direction
S50° 11' 50.45"W
N80° 13' 09.20"E
N42° 10' 28.98"E
S64° 06' 29.65"W
N25° 53' 30.02"W
S02° 48' 36.25"E
S64° 06' 29.98"W
N25° 53' 31.61"W
S20° 03' 30.98"E
Chord Length

3.536

2.585

3.918

0.707

4.106

9.192

16.271
Site Layout Point Table
Point #
364
365
366
367
368
369
370
371
372
373
374
500
501
502
503
504
505
506
507
508
Northing
2164863.22
2164862.28
2164858.51
2164866.36
2164873.06
2164851.46
2164820.86
2164839.83
2164841.03
2164843.27
2164845.26
2164900.66
2164867.14
2164864.47
2164897.14
2164873.74
2164857.13
2164856.48
2164846.62
2164819.70
Easting
6857477.30
6857484.93
6857476.76
6857465.62
6857480.15
6857517.20
6857450.86
6857439.13
6857438.14
6857434.96
6857433.30
6857455.05
6857471.44
6857470.52
6857497.53
6857489.50
6857455.50
6857454.18
6857450.80
6857463.93
Site Layout Point Table
Point #
901
902
903
904
905
906
907
908
909
910
911
912
913
914
915
916
917
Northing
2164824.38
2164923.92
2164877.84
2164860.95
2164867.88
2164845.68
2164838.88
2164866.11
2164871.26
2164874.01
2164797.10
2164809.14
2164812.65
2164859.49
2164866.96
2164756.88
2164790.46
Easting
6857416.95
6857525.40
6857551.51
6857342.25
6857357.01
6857366.97
6857352.13
6857364.04
6857375.46
6857575.00
6857395.99
6857383.83
6857382.17
6857381.00
6857397.32
6857377.58
6857404.12

SKATE PARK

HORIZONTAL CONTROL TABLES
SP2.03

HORIZONTAL CONTROL NOTES

1. COORDINATE VALUES SHOWN ARE INTENDED FOR HORIZONTAL POSITIONING AND DIMENSION CLARIFICATION ONLY. ALL POINTS SET IN THE FIELD FROM

THESE VALUES SHALL FIRST BE CHECKED BY THE CONTRACTOR TO ENSURE

THAT THE LOCATION IS CONSISTENT WITH THE DIMENSIONS AND GRAPHIC LOCATIONS SHOWN ON THE APPROVED CONSTRUCTION PLANS. IN THE CASE

OF A DISCREPANCY WITH ANY COORDINATE VALUE SHOWN, THE

CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE CITY PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY THAT MAY BE AFFECTED.

2. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL BANKS/ TRANSITIONS NEED TO BE CHECKED AGAINST THE CROSS SECTIONS FOR ACCURACY.

3. BECAUSE OF THE SCALE OF THIS DRAWING AND PROXIMITY OF FEATURES TO EACH OTHER, THE LOCATION OF SOME OF THE POINTS MAY BE OBSCURED.

REFER TO THE LAYOUT DATA FOR THE ACTUAL LOCATIONS FOR ALL POINTS.

4. CONTRACTOR TO BE RESPONSIBLE FOR SURVEY WORK.

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

DRAWING NUMBER: REV
DRAWN:

SCALE: 24"x36"
DRAWING TITLE:

PROJECT NUMBER:

CHECKED:

APPROVED:

DATE:

PAGE SIZE:

JUNE 2025
BR, MS
24-008

AS SHOWN
CL
KR
COPYRIGHT RESERVED. THIS DRAWING AND DESIGN IS THE PROPERTY OF NEW LINE SKATEPARKS INC. AND MAY NOT BE REPRODUCED OR ÓUSED FOR OTHER PROJECTS WITHOUT PERMISSION BY

CONTRACTOR SHALL CHECK ALL DIMENSIONS ON THE WORK AND

REPORT ANY DISCREPANCY TO THE CONSULTANT BEFORE
PROCEEDING. ALL DRAWINGS AND SPECIFICATIONS ARE THE

EXCLUSIVE PROPERTY OF THE OWNER AND MUST BE RETURNED
AT THE COMPLETION OF THE WORK.

No DATE DESCRIPTION Project: COLFAX SKATE PARK Location: 301 Grass Valley St.

City of Colfax, CA 95713 BID SET

LINE AND CURVE TABLES

POINT TABLES CONTINUED LINE TABLES

POINT TABLES
Item 8A79
GATE
BENCH
PROJECT BENCHMARK "X" IN CONC EL=2550.03'
PUSH

PAD BUILDING

BUILDING

CONDUIT
AC
AC
AC
AC
AC
AC
CONC
ELEC
MTR

SIDEWALK
CONC
CANOPY
CONC
SDDI FL12"=2543.98'
SDDI
6"PVC
FL=2547.43'
FF=2545.19'
12' CMP
FL 2546.6
FL 2546.4
FL 2546.2
FL 2546.8
B
B
B
B 6.5T
B

6.83T 6.83T 6.5T
B

6.5T

6.83T

6.83T
B
B B
ST

ST ST ST
B
2548.33RG
2548.33RG
2548.33RG
2548.33RG 2548.33RG
2548.33RG 2549.33RG
2552.33RG
2552.33RG
2552.33RG
2548.33RG
2548.34RG
2550.83RG
2550.82RG
2550.83RG
2552.23RG
2548.34RG
2548.33RG
2548.34RG
2548.33RG
2552.33RG
2551.83RG
2551.83RG
2550.77RG
2550.68RG
2551.75RG
2551.78RG
2550.54RG
2549.11RG 2549.63RG
2549.11RG
2549.96RG
2549.64RG 2549.95RG
2552.23RG
2552.23RG
2550.83RG
2550.83RG
2550.83RG
2552.33RG
2552.41RG
2552.33RG
2552.33RG
2548.18RG
2548.18RG
2548.33RG

CONNECT NEW SKATE

PARK DRAIN LINE INTO

EXISTING STORM

WATER DRAIN LINE
@ 2546.5
2548.20RG
2550.84RG
2550.83RG
2550.83RG
2548.33RG
2548.29RG
2548.30RG
2552.43RG
2550.54RG
2550.64RG
2550.59RG
2550.68RG
2552.28RG
2552.23RG 2552.43RG
2552.43RG 2552.43RG
2548.36RG 2548.36RG
2549.33RG 2549.33RG
5 10 20
SCALE : 1" = 10'-0"
0 SKATE PARK

ROUGH GRADING PLAN
SP3.01
SYMBOL

DIRECTION OF SURFACE FLOW

ROUGH GRADING & DRAINAGE LEGEND

DESCRIPTION
G.B. BREAK IN GRADE
F.L. FLOWLINE IN SWALE
RADIUS OF WALL. REFER TO SECTION

SHEETS FOR PROFILE VIEW

BANK-EMBANKMENT WALL WITH SLOPE AND
RADII AT BASE. REFER TO SECTION SHEETS
FOR PROFILE VIEW.

OVERBUILD FLAT PAD
OVERBUILD SLOPE, REFER TO TYP.

OVERBUILD DETAILS 01-02/C3.02
6" PVC STORM DRAIN PIPE
T
B

SKATE PARK GRADING & DRAINAGE NOTES

1. FINAL HEIGHT AND SHAPE OF EXCAVATION TO BE VERIFIED BY A SURVEY AND SUBMITTED TO THE CLIENT FOR APPROVAL. FIELD

VERIFICATION BY CLIENT REPRESENTATIVE AND / OR SKATE
PARK DESIGNER IS REQUIRED PRIOR TO POURING CONCRETE.

2. ALL PARK ELEVATIONS ARE FOR TOP OF FINISH WORK UNLESS OTHERWISE NOTED.

3. MINIMUM SLOPE FOR ALL CONCRETE FINISH WORK SHALL BE 1%.

WATER MUST DRAIN TOWARDS DIRECTION OF FLOW ARROWS
AND FOLLOW OVERALL DESIGN INTENT.

4. MAXIMUM SIDEWALK CROSS SLOPE IS 2.0%.

5. MAXIMUM SIDEWALK LONGITUDINAL SLOPE IS 5.0%.

6. ALL AREAS DISTURBED BY GRADING OPERATIONS TO BE FINE GRADED.

7. VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO
COMMENCING WORK.

8. REFER TO SECTIONS AND PROFILES FOR HEIGHT, RADII AND PROFILES.

9. ALL FINE GRADING OF EARTHWORK SHALL BE INSPECTED WITH TEMPLATES CUT TO THE SPECIFIED RADII/ ANGLE. CONTRACTOR

TO PROVIDE SHOP DRAWINGS FOR ALL TEMPLATES/ SCREEDS TO

BE USED FOR EARTHWORK TOLERANCES FOR APPROVAL BY
CLIENT REPRESENTATIVE.

10. CONTRACTOR TO PROTECT ALL EXCAVATIONS FROM SOIL

EROSION AND WATER SATURATION AT ALL TIMES USING
APPROPRIATE CONSTRUCTION METHODS . LOSS OF SOIL PROFILE

DURING CONSTRUCTION SHALL BE REPLACED WITH

APPROPRIATE SOIL COMPOSITION AND COMPACTION METHODS
TO MATCH LOSS SOIL.

11. MAINTAIN ALL EXISTING TREES UNLESS NOTED OTHERWISE ON CIVIL PLANS.

12. CONTRACTOR TO VERIFY FEATURE ELEVATIONS WITH SKATE
PARK SECTIONS. IF A DISCREPANCY OCCURS, CONTRACTOR
SHALL CONTACT CLIENT REPRESENTATIVE IMMEDIATELY.

13. CONTRACTOR TO REFER TO CIVIL PLANS FOR FINISH GRADE ELEVATIONS BEYOND SKATE PARK FOOTPRINT.

1. LOCATE ALL SURVEY MARKS INCLUDING BENCH MARKS AND

PROPERTY LINES IN ORDER THAT THE EXACT LINES OF
CONSTRUCTION LIMITS AND GRADES MAY BE DETERMINED. BRING

ANY DISCREPANCIES TO CLIENT REPRESENTATIVE IMMEDIATELY
BEFORE PROCEEDING WITH WORK.

2.VERIFY ENTIRE LAYOUT PRIOR TO START OF CONSTRUCTION WITH CLIENT REPRESENTATIVE.

3.LOCATE AND PROTECT CONTROL POINTS PRIOR TO STARTING SITE

WORK AND PROTECT ALL PERMANENT REFERENCE POINTS
DURING ENTIRE CONSTRUCTION. REPLACE PROJECT CONTROL

POINTS WHICH MAY BE LOST OR DESTROYED DURING
CONSTRUCTION.

4.CONTRACTOR SHALL VERIFY FINISH GRADE ELEVATIONS AS

SHOWN ON CIVIL ENGINEER'S PLANS AND BRING ANY

DISCREPANCIES TO CLIENT REPRESENTATIVE IMMEDIATELY
BEFORE PROCEEDING WITH WORK.

SURVEY NOTES

SPOT ELEVATION LEGEND

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

DRAWING NUMBER: REV
DRAWN:

SCALE: 24"x36"
DRAWING TITLE:

PROJECT NUMBER:

CHECKED:

APPROVED:

DATE:

PAGE SIZE:

JUNE 2025
BR, MS
24-008

AS SHOWN
CL
KR
COPYRIGHT RESERVED. THIS DRAWING AND DESIGN IS THE PROPERTY OF NEW LINE SKATEPARKS INC. AND MAY NOT BE REPRODUCED OR ÓUSED FOR OTHER PROJECTS WITHOUT PERMISSION BY

CONTRACTOR SHALL CHECK ALL DIMENSIONS ON THE WORK AND

REPORT ANY DISCREPANCY TO THE CONSULTANT BEFORE
PROCEEDING. ALL DRAWINGS AND SPECIFICATIONS ARE THE

EXCLUSIVE PROPERTY OF THE OWNER AND MUST BE RETURNED
AT THE COMPLETION OF THE WORK.

No DATE DESCRIPTION Project: COLFAX SKATE PARK Location: 301 Grass Valley St.

City of Colfax, CA 95713 BID SET

BB BOTTOM OF BANK

BC BOTTOM OF CURB

BL BOTTOM OF LEDGE

BT BOTTOM OF TRANSITION

BW BOTTOM OF WALL

ES EDGE OF SLAB

FG FINISH GRADE

INV INVERT

ME MATCH EXISTING

RIM RIM OF DRAIN

TB TOP OF BANK

TW TOP OF WALL

TL TOP OF LEDGE

TS TOP OF SLAB

TC TOP OF CURB

TT TOP OF TRANSITION
ST
Item 8A80
6" TYP. VARIES
1'-0" 1'-0" 1 43 7 2 9 65 1 8
10 12
APPROX. TOP OF COMPACTED

SUBGRADE (ROUGH GRADE)

TOP OF SLOPE TO ALIGN WITH TOP

OF BANK

SLOPE TO BOTTOM OF BANK,
1:1 SLOPE MAX.

TOP OF SLAB

NATIVE COMPACTED SOIL LAYER

COMPACTED SUBGRADE,

FILL MATERIAL PER GEOTECH
SKATE PARK BANK. DIMENSION
VARY, REFER TO SECTIONS.

EXTEND COMPACTED SUB-BASE
MATERIAL 1'-0" PAST EDGE OF TOP
DECK

COMPACTED SUBGRADE (ROUGH
GRADE) TIE OUT AT 1:1 SLOPE

TURNDOWN WALL (AS NEEDED) PER
PLANS

VOID TO BE FILLED WITH

AGGREGATE BASE, PER GEOTECH /
PLANS

FINAL GRADE (LANDSCAPING) TIE
OUT AT 4:1 SLOPE

SITE STRIPPING ELEVATION,
HORIZONTAL LIMITS PER PLAN. TIE
TO EXISTING GRADE AT 1:1 SLOPE
EXISTING GRADE 3456789
10 11 1 4
11 11
11 12
12 13
13 14
14 1'-0"
6"
TYP. VARIES 1'-0"
1'-0" 12
APPROX. TOP OF COMPACTED

SUBGRADE (ROUGH GRADE)

TOP OF SLOPE TO ALIGN WITH TOP

OF TRANSITION

SLOPE TO BOTTOM OF TRANSITION,
1:1 SLOPE MAX.

TOP OF SLAB

NATIVE COMPACTED SOIL LAYER

COMPACTED SUBGRADE,

FILL MATERIAL PER GEOTECH
SKATE PARK TRANSITION. HEIGHT

AND RADIUS VARIES, REFER TO
SECTIONS.

EXTEND COMPACTED SUB-BASE
MATERIAL 1'-0" PAST EDGE OF TOP
DECK

COMPACTED SUBGRADE (ROUGH
GRADE) TIE OUT AT 1:1 SLOPE

TURNDOWN WALL (AS NEEDED) PER
PLANS

VOID TO BE FILLED WITH

AGGREGATE BASE, PER GEOTECH /
PLANS

FINAL GRADE (LANDSCAPING) TIE
OUT AT 4:1 SLOPE

SITE STRIPPING ELEVATION,
HORIZONTAL LIMITS PER PLAN. TIE
TO EXISTING GRADE AT 1:1 SLOPE
EXISTING GRADE 345678 473 12 1 8 9 65 4
10 10
11 11
11 12
13 9
12 13
14 14 1'-0"

SKATE PARK TYPICAL

ROUGH GRADING DETAILS
SP3.02
TYP. OVERBUILD FOR BANKS 01 1/2" = 1'-0"
TYP. OVERBUILD FOR TRANSITIONS 02 1/2" = 1'-0"

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

DRAWING NUMBER: REV
DRAWN:

SCALE: 24"x36"
DRAWING TITLE:

PROJECT NUMBER:

CHECKED:

APPROVED:

DATE:

PAGE SIZE:

JUNE 2025
BR, MS
24-008

AS SHOWN
CL
KR
COPYRIGHT RESERVED. THIS DRAWING AND DESIGN IS THE PROPERTY OF NEW LINE SKATEPARKS INC. AND MAY NOT BE REPRODUCED OR ÓUSED FOR OTHER PROJECTS WITHOUT PERMISSION BY

CONTRACTOR SHALL CHECK ALL DIMENSIONS ON THE WORK AND

REPORT ANY DISCREPANCY TO THE CONSULTANT BEFORE
PROCEEDING. ALL DRAWINGS AND SPECIFICATIONS ARE THE

EXCLUSIVE PROPERTY OF THE OWNER AND MUST BE RETURNED
AT THE COMPLETION OF THE WORK.

No DATE DESCRIPTION Project: COLFAX SKATE PARK Location: 301 Grass Valley St.

City of Colfax, CA 95713 BID SET
Item 8A81
B
B
B
B 6.5T
B

6.83T 6.83T 6.5T
B

6.5T

6.83T

6.83T
B
B B B
CONC
2549.27ES
2549.25BB
2549.25BL 2549.25BL
2549.27ES
2549.25GB
2549.25BL
2553.25TB
2553.25TB
2553.35TT
2549.25BT
2549.25BT
2551.75TB
2551.75TB
2551.75BB
2553.15TB
2549.25BT
2549.25BT
2549.35BT
2549.35BT
2553.25TB
2552.75TT
2552.75TT
2551.68BB
2551.60ES
2552.67ES
2552.70ES
2551.49ES
2550.02ME
2550.08ME
2553.25TT
2553.35TT
2553.25ES
2553.25ES
2549.15RIM
2549.10RIM
2549.15RIM
2553.25TT
2551.75BB
2551.75BB
2553.35TT
2553.25TT
2553.35TT
2549.17BB 2549.17BB
2549.10RIM
2551.60ES
2551.45ES

CONNECT NEW SKATE

PARK DRAIN LINE INTO

EXISTING STORM

WATER DRAIN LINE
@ 2546.5
2551.75BB
2551.57LP
2553.25ES 2553.25ES
2551.62BL
2551.62BL
2549.25BB
2549.25GB
2553.25TT 2553.25TT 1.67%
2553.15ES

1.06%

1.25%
2549.29BT
2549.25BT0.60%
2551.75BL
2551.75BL
2551.75BL
2553.15TL
2553.15TL

1.12%

1.04%

0.98%
2549.25BB

1.20%

0.72%

0.82%

0.93%

0.85%

1.29%

2.35% 1.25% 1.25%

1.33%

3.29%

0.98%

14.70%
2553.34TT

1.37%
2551.75BB

0.96%

0.58%

0.98%

1.49%

0.93%

0.73%

0.97%

1.00%

0.98%
2551.43TB 0.85% 1.00%
2553.25TB
2549.25BT
2551.54ES
2549.67ES 2550.50ES 2550.93ES
2551.05ES 2551.25ES 2552.41ES 2553.25ES
2552.77FG
2552.75FG
2552.15FG
2552.13FG
2552.15FG
2552.13FG
2552.65FL
2551.73FL
2551.01FL
2550.55FL
2552.15FG
2550.28FG
2550.13FG
2549.59FG
2550.03FG
2551.55ES
2551.63ES
2551.27FG
2551.34FG
2551.25FG
2551.25FG
2551.25FG
2552.32FG

25.00%

24.99%

25.00%
2553.31ES
2553.28ES
2553.28ES
2549.60FG
2549.25BB
2549.54ME
2551.60ES
2" DIA. DRAINAGE

WEEP HOLE AT

CENTER OF LEDGE,

REFER TO SECTIONS

EXISTING

BUILDING

EXISTING

RESTROOM
2552.69ES
2549.25BT
2553.25TT
2549.98FG
2549.09FG
2549.27ES
2549.60ME
2549.60ME
2549.49ME
5 10 20
SCALE : 1" = 10'-0"
0 SKATE PARK GRADING &

DRAINAGE PLAN
SP3.03

SKATE PARK GRADING & DRAINAGE NOTES

1. FINAL HEIGHT AND SHAPE OF EXCAVATION TO BE VERIFIED BY A SURVEY AND SUBMITTED TO THE CLIENT FOR APPROVAL. FIELD

VERIFICATION BY CLIENT REPRESENTATIVE AND / OR SKATE PARK DESIGNER IS REQUIRED PRIOR TO POURING CONCRETE.

2. ALL PARK ELEVATIONS ARE FOR TOP OF FINISH WORK UNLESS OTHERWISE NOTED.

3. MINIMUM SLOPE FOR ALL CONCRETE FINISH WORK SHALL BE 0.5%.

WATER MUST DRAIN TOWARDS DIRECTION OF FLOW ARROWS AND
FOLLOW OVERALL DESIGN INTENT.

4. MAXIMUM SIDEWALK CROSS SLOPE IS 2.0%.

5. MAXIMUM SIDEWALK LONGITUDINAL SLOPE IS 5.0%.

6. ALL AREAS DISTURBED BY GRADING OPERATIONS TO BE FINE GRADED.

7. VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO
COMMENCING WORK.

8. REFER TO SECTIONS AND PROFILES FOR HEIGHT, RADII AND PROFILES.

9. ALL FINE GRADING OF EARTHWORK SHALL BE INSPECTED WITH TEMPLATES CUT TO THE SPECIFIED RADII/ ANGLE. CONTRACTOR

TO PROVIDE SHOP DRAWINGS FOR ALL TEMPLATES/ SCREEDS TO

BE USED FOR EARTHWORK TOLERANCES FOR APPROVAL BY
CLIENT REPRESENTATIVE.

10. CONTRACTOR TO PROTECT ALL EXCAVATIONS FROM SOIL EROSION

AND WATER SATURATION AT ALL TIMES USING APPROPRIATE
CONSTRUCTION METHODS . LOSS OF SOIL PROFILE DURING

CONSTRUCTION SHALL BE REPLACED WITH APPROPRIATE SOIL
COMPOSITION AND COMPACTION METHODS TO MATCH LOSS SOIL.

11. MAINTAIN ALL EXISTING TREES UNLESS NOTED OTHERWISE ON CIVIL PLANS.

12. CONTRACTOR TO VERIFY FEATURE ELEVATIONS WITH SKATE PARK SECTIONS. IF A DISCREPANCY OCCURS, CONTRACTOR SHALL
CONTACT CLIENT REPRESENTATIVE IMMEDIATELY.

13. CONTRACTOR TO REFER TO CIVIL PLANS FOR FINISH GRADE ELEVATIONS BEYOND SKATE PARK FOOTPRINT.

1. LOCATE ALL SURVEY MARKS INCLUDING BENCH MARKS AND

PROPERTY LINES IN ORDER THAT THE EXACT LINES OF
CONSTRUCTION LIMITS AND GRADES MAY BE DETERMINED. BRING

ANY DISCREPANCIES TO CLIENT REPRESENTATIVE IMMEDIATELY
BEFORE PROCEEDING WITH WORK.

2.VERIFY ENTIRE LAYOUT PRIOR TO START OF CONSTRUCTION WITH CLIENT REPRESENTATIVE.

3.LOCATE AND PROTECT CONTROL POINTS PRIOR TO STARTING SITE

WORK AND PROTECT ALL PERMANENT REFERENCE POINTS
DURING ENTIRE CONSTRUCTION. REPLACE PROJECT CONTROL

POINTS WHICH MAY BE LOST OR DESTROYED DURING
CONSTRUCTION.

4.CONTRACTOR SHALL VERIFY FINISH GRADE ELEVATIONS AS

SHOWN ON CIVIL ENGINEER'S PLANS AND BRING ANY

DISCREPANCIES TO CLIENT REPRESENTATIVE IMMEDIATELY
BEFORE PROCEEDING WITH WORK.

SURVEY NOTES

SPOT ELEVATION LEGEND

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

DRAWING NUMBER: REV
DRAWN:

SCALE: 24"x36"
DRAWING TITLE:

PROJECT NUMBER:

CHECKED:

APPROVED:

DATE:

PAGE SIZE:

JUNE 2025
BR, MS
24-008

AS SHOWN
CL
KR
COPYRIGHT RESERVED. THIS DRAWING AND DESIGN IS THE PROPERTY OF NEW LINE SKATEPARKS INC. AND MAY NOT BE REPRODUCED OR ÓUSED FOR OTHER PROJECTS WITHOUT PERMISSION BY

CONTRACTOR SHALL CHECK ALL DIMENSIONS ON THE WORK AND

REPORT ANY DISCREPANCY TO THE CONSULTANT BEFORE
PROCEEDING. ALL DRAWINGS AND SPECIFICATIONS ARE THE

EXCLUSIVE PROPERTY OF THE OWNER AND MUST BE RETURNED
AT THE COMPLETION OF THE WORK.

No DATE DESCRIPTION Project: COLFAX SKATE PARK Location: 301 Grass Valley St.

City of Colfax, CA 95713 BID SET
SD
SD

SD SD SD SD

SD SD SD SD SD SD SD SD
SYMBOL

DIRECTION OF SURFACE FLOW

DESCRIPTION

BREAK IN GRADE
SD PROPOSED 6" STORM DRAIN LINE
DRAIN INLET, SEE 01/SP5.07
RADIUS OF WALL. REFER TO SECTION SHEETS

FOR PROFILE VIEW

BANK-EMBANKMENT WALL WITH SLOPE AND
RADII AT BASE. REFER TO SECTION SHEETS
FOR PROFILE VIEW.

T
B

GRADING & DRAINAGE LEGEND
TURNDOWN WALL ADJ. TO GRADE, SEE
CONC. FOUNDATION PLAN SP 1.02
F.L. FLOWLINE IN SWALE

BB BOTTOM OF BANK

BC BOTTOM OF CURB

BL BOTTOM OF LEDGE

BT BOTTOM OF TRANSITION

BW BOTTOM OF WALL

ES EDGE OF SLAB

FG FINISH GRADE

INV INVERT

LP LOW POINT

ME MATCH EXISTING

RIM RIM OF DRAIN

TB TOP OF BANK

TW TOP OF WALL

TL TOP OF LEDGE

TS TOP OF SLAB

TC TOP OF CURB

TT TOP OF TRANSITION
Item 8A82
4'-0" 1'-0"
02 SP5.08

CHAIN LINK FENCE

POST & FOOTING
1'-0"
1'-6"
154°
146°
146°

CONCRETE
SWALE
ADJ. TO

TOP DECK
05 SP5.07

TOP DECK
01-02
SP5.01

CAST IN PLACE

BANK BEYOND,
SEE SECTION 2
05 SP5.01 1'-6"

CONCRETE SWALE
ADJ. TO TOP DECK

BEYOND, SEE
SECTION 41
05 SP5.07
EXISTING SLOPE 6" 1'-0"
1'-0"
1'-6"

TOP DECK
01-02
SP5.01

CAST IN PLACE
BANK
05 SP5.01
5'-6" 1'-6"
22°
1'-0"
6"
R6'-10"
TOP DECK 01-02
SP5.01
5'-6" 1'-6"
1'-0"
6" 22°R6'-10" 7 1/2"
1'-6"

TURNDOWN
WALL ADJ. TO

THICKENED

TOP DECK
03 SP5.05

CUSTOM CUT

FLAT STEEL
PLATE
07 SP5.06

C-CHANNEL
EDGING
(FLUSH)
05 SP5.06
TOP DECK 01-02
SP5.01

TOP DECK
01-02
SP5.01

CAST IN PLACE
BANK
05 SP5.01
R6'-10"
22° 10 1/2" 1'-6"
4'-0" 7 1/2"
6"
2'-0" 2'-0"

TURNDOWN
WALL ADJ. TO

THICKENED

TOP DECK
03 SP5.05

C-CHANNEL
EDGING
(FLUSH)
05 SP5.06
TOP DECK 01-02
SP5.01

TOP DECK
01-02
SP5.01

CAST IN PLACE
BANK
05 SP5.01

CUSTOM CUT

FLAT STEEL

PLATE AT

EDGE OF
STAIRS
BEYOND
07 SP5.06 10"

C-CHANNEL

EDGING (FLUSH)
05 SP5.06
2'-9"
TOP DECK 01-02
SP5.01
2" DIAMETER

DRAINAGE

WEEP HOLE

LEDGE ON

THICKENED

DECK / BANK
04 SP5.03
FG PER SP3.03
4'-0"
2'-0" 2'-0" 6"6"6"1'-6"1'-6"

SHOTCRETE
BANK
06 SP5.01

TOP DECK
01-02
SP5.01
TOP DECK 01-02
SP5.01 CUSTOM CUT FLAT

STEEL PLATE AT

EDGE OF STAIRS
BEYOND
07 SP5.06

C-CHANNEL
EDGING
(FLUSH) AT 3
RISERS
05 SP5.06
1'-0"
6"
5'-6"
R6'-10"
22°
R6'-10"
4'-0"
6"
2'-0" 2'-0" 6"6"6"1'-6"

TURNDOWN
WALL ADJ. TO

THICKENED

TOP DECK
03 SP5.05

C-CHANNEL
EDGING
(FLUSH) AT 3
RISERS
05 SP5.06
TOP DECK 01-02
SP5.01

TURNDOWN
WALL ADJ. TO
BANK
03 SP5.05

C-CHANNEL
EDGING
(FLUSH)
05 SP5.06
TOP DECK 01-02
SP5.01

CAST IN PLACE
BANK
05 SP5.01

CUSTOM CUT

FLAT STEEL

PLATE AT

EDGE OF
STAIRS
BEYOND
07 SP5.06
B
B
B
B 6.5T
B

6.83T 6.83T 6.5T
B

6.5T

6.83T

6.83T
B
B B B
27 7
2 2
43 30
21 17
5 5
9 23
35 24
33 34
11 10
13 16 18
1 1 3 3
4 4
19 20
21 28
25 6 6
8 15
15 16
18 17
21 25
26 26
27 28
30 23
24 20
9 8
31 32
34 35
33 32
31 7
11 10
41 19
13 43
39 39
21 37
38 37
38 22
22 29 29
36 36
40 40
41 16
16 42
42 41
41 14 14
12 12
1 -
5 SECTION
NOTES 3 SECTION

SECTION
- KEY MAP
4 SECTION
6 SECTION
2 SECTION
7 SECTION
0" 1' 2' 4'
1/4" = 1'-0"
SCALE 0" 1' 2' 4'
1/4" = 1'-0"
SCALE
0" 1' 2' 4'
1/4" = 1'-0"
0" 1' 2' 4' SCALE
1/4" = 1'-0"
SCALE
0" 1' 2' 4'
1/4" = 1'-0"
0" 1' 2' 4' SCALE
1/4" = 1'-0"
0" 1' 2' 4' SCALE
1/4" = 1'-0"
SCALE

CONCRETE GENERAL / SPECIALTY WORK LEGEND

CONCRETE WORK TO BE PERFORMED

BY SKATE PARK SPECIALTY CONTRACTOR

CONCRETE WORK TO BE PERFORMED BY

GENERAL CONTRACTOR OR SKATE PARK

SPECIALTY CONTRACTOR

GENERAL NOTES

MATERIAL LEGEND

METAL EDGING BEYOND

CONCRETE WALL / LEDGE / BANK/ QUARTER

PIPE BEYOND

RECOMMENDED SUB-BASE MATERIAL

PER CONSTRUCTION DETAILS
0 10 20 40
SCALE : 1" = 20'-0"

SKATE PARK SECTIONS &

PROFILES
SP4.01

1. ALL SECTION DIMENSIONS ARE TOP OF CONCRETE FINISH GRADE UNLESS OTHERWISE NOTED.

2. DO NOT INCLUDE METAL FABRICATION OFFSET TO OVERALL DIMENSIONS SHOWN IN SECTIONS AND PROFILES.

3. REFER TO SKATE PARK LAYOUT PLAN SHEETS FOR ACTUAL HORIZONTAL LOCATIONS.

4. FINAL GRADE EARTHWORK AND FORM WORK TO BE REVIEWED AND APPROVED BY SKATE PARK DESIGNER. SKATE PARK DESIGNER RESERVES THE RIGHT TO MAKE FIELD ADJUSTMENTS AS NECESSARY TO FULFILL THE DESIGN INTENT.

5. ALL DIMENSIONS AT BOTTOM OF BOWLS, EMBANKMENTS, TRANSITIONS ARE LOCATED AT THE CONSTRUCTION JOINT.

6. DUE TO THE UNIQUE AND SCULPTURAL ASPECTS OF THE SKATE PARK, THE LOCATION OF DIMENSIONS IN THE SECTIONS NEED TO BE CROSS REFERENCED WITH THE SKATE PARK LAYOUT PLAN.

7. CONTRACTOR SHALL HAVE EXTENSIVE KNOWLEDGE AND EXPERIENCE OF SKATE PARK CONSTRUCTION AND/ OR FREEFORM PRECISION CONCRETE FORMING, APPLICATION AND FINISHING TO PROPERLY INTERPRET SECTIONS / PROFILES.

8. METAL FABRICATION NOT SHOWN ON SECTIONS - REFER TO MATERIALS PLAN - METALS AND DETAILS SHEETS FOR TYPE AND LOCATION.

9. ALL CONCRETE FINISH WORK TO BE PERFORMED BY QUALIFIED CONTRACTOR WHO IS ABLE TO MEET THE TOLERANCES MENTIONED IN THE PROJECT'S TECHNICAL SPECIFICATIONS.

10. ALL BANKS LESS THAN 3' HIGH MAY BE CAST IN PLACE, IN LIEU OF SHOTCRETE, UPON SKATE PARK DESIGNER'S APPROVAL.

11. CONTRACTOR TO APPLY ELASTOMERIC WATERPROOFING MEMBRANE AT ALL PLANTER WALLS.

12. REFER TO CONSTRUCTION DETAILS AND GEO-TECHNICAL REPORT FOR RECOMMENDED SUB-BASE MATERIAL.

13. IF THERE ARE ANY MATERIAL, COLOR, OR DIMENSIONS DISCREPANCIES BETWEEN THE SECTIONS AND PLANS, CONTRACTOR SHALL NOTIFY SKATE PARK DESIGNER PRIOR TO CONSTRUCTION.

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

DRAWING NUMBER: REV
DRAWN:

SCALE: 24"x36"
DRAWING TITLE:

PROJECT NUMBER:

CHECKED:

APPROVED:

DATE:

PAGE SIZE:

AS SHOWN
CL
KR
COPYRIGHT RESERVED. THIS DRAWING AND DESIGN IS THE PROPERTY OF NEW LINE SKATEPARKS INC. AND MAY NOT BE REPRODUCED OR ÓUSED FOR OTHER PROJECTS WITHOUT PERMISSION BY

CONTRACTOR SHALL CHECK ALL DIMENSIONS ON THE WORK AND

REPORT ANY DISCREPANCY TO THE CONSULTANT BEFORE
PROCEEDING. ALL DRAWINGS AND SPECIFICATIONS ARE THE

EXCLUSIVE PROPERTY OF THE OWNER AND MUST BE RETURNED
AT THE COMPLETION OF THE WORK.

No DATE DESCRIPTION Project: COLFAX SKATE PARK Location: 301 Grass Valley St.

City of Colfax, CA 95713 BID SET
Item 8A83
R6'-10"
8'-6"
1'-0" 2'-6"
6"

SHOTCRETE
BANK
06 SP5.01
TOP DECK 01-02
SP5.01

TOP DECK
01-02
SP5.01
20°1'-11 1/2"
7'-0"
2'-6" 2'-6"

C-CHANNEL

EDGING (FLUSH)
05 SP5.06
6"

SHOTCRETE
BANK 6 1/2"
TOP DECK 01-02
SP5.01
TOP DECK 01-02
SP5.01
07 SP5.06

CUSTOM CUT

FLAT STEEL

PLATE AT

EXPOSED

EDGE OF BANK

TURNDOWN
WALL ADJ. TO

THICKENED

TOP DECK
03 SP5.05
R6'-10"
20°
06 SP5.01
1'-0" 1'-0"
7'-0" 8°

SHOTCRETE
BANK
06 SP5.01
1'-0"
TOP DECK 01-02
SP5.01

TOP DECK
01-02
SP5.01 1'-0" ±5"

TURNDOWN

WALL ON
GRADE
02 SP5.05
TOP DECK 01-02
SP5.01

SHOTCRETE

BANK, SEE
SECTION 10
06 SP5.01

TOP DECK
01-02
SP5.01
COLOR: PALOMINO
FG PER SP3.03
COLOR:

NATURAL
GRAY
12'-0" 1'-2"

TOP DECK
01-02
SP5.01

C-CHANNEL
EDGING
(FLUSH)
05 SP5.06

LEDGE ON

THICKENED DECK /
SWALE
04 SP5.03 3'-6"

EXISTING

BUILDING

TOP DECK
ADD. ALT. 1
01-02
SP5.01
1'-0"
6'-3"
R6'-6" 6"
3'-8 1/2" ROUND
COPING
01-03
SP5.06

SHOTCRETE

QUARTER PIPE,
SEE SECTION 43
01 SP5.02
03 SP5.05 ±5'-6" CLR.
±1'-3 1/2"
SAFETY

GUARDRAIL
07 SP5.05
COLOR: NATURAL GRAY

CURB ON

THICKENED
DECK
05 SP5.03

TURNDOWN
WALL ADJ. TO
SLAB
09 SP5.06
R6'-6"
6'-3" 3'-6"
ROUND
COPING
01-03
SP5.06

SHOTCRETE

QUARTER PIPE
01 SP5.02
6"
TOP DECK 01-02
SP5.01
TOP DECK 01-02
SP5.01
1'-0"
7'-0"
FG PER SP3.03
2'-0"
B
B
B
B 6.5T
B

6.83T 6.83T 6.5T
B

6.5T

6.83T

SECTION
- KEY MAP
11 SECTION
13 SECTION
9 SECTION
14 SECTION
0" 1' 2' 4'
1/4" = 1'-0"
SCALE 0" 1' 2' 4'
1/4" = 1'-0"
SCALE
0" 1' 2' 4'
1/4" = 1'-0"
0" 1' 2' 4' SCALE
1/4" = 1'-0"
SCALE
0" 1' 2' 4'
1/4" = 1'-0"
0" 1' 2' 4' SCALE
1/4" = 1'-0"
0" 1' 2' 4' SCALE
1/4" = 1'-0"
SCALE

CONCRETE GENERAL / SPECIALTY WORK LEGEND

CONCRETE WORK TO BE PERFORMED

BY SKATE PARK SPECIALTY CONTRACTOR

CONCRETE WORK TO BE PERFORMED BY

GENERAL CONTRACTOR OR SKATE PARK

SPECIALTY CONTRACTOR

GENERAL NOTES

MATERIAL LEGEND

METAL EDGING BEYOND

CONCRETE WALL / LEDGE / BANK/ QUARTER

PIPE BEYOND

RECOMMENDED SUB-BASE MATERIAL

PER CONSTRUCTION DETAILS
0 10 20 40
SCALE : 1" = 20'-0"

SKATE PARK SECTIONS &

PROFILES
SP4.02