Oakdale City Council
September 15, 2025

P R O J E C T   /  A P P L I C A N T     I N F O R M A T I O N PROJECT:

SUBDIVISION NAME DATE
TENT. MAP APP. NO. W.D.I.D. NO. NO. OF LOTS SPECIFIC PLAN (If Applicable) APPLICANT:

NAME EMAIL

COMPANY PHONE

ADDRESS
I N S T R U C T I O N S   &   C H E C K L I S T
Improvement Plans Submittal: Final Map Submittal:

Civil Improvement Plans Final Map
Calculations (Sewer, Storm, Water) Closure Calculations Supporting Studies (Geotech, Traffic, etc.) Title Report (within 6 months) Project Billing Information Form Underlying Documents
This application is for processing subdivision improvement plans and final maps (including parcel maps that rquire public improvements).  Application materials should be submitted to the Public Services Department (455 S. Fifth Street) in PDF format.  The file can be emailed to [email protected] or submitted on a disc or thumb drive.

Public Services Department  ‐ Phone (209) 845‐3625  ‐ FAX (209) 848‐4344  ‐  455 S. Fifth Avenue  ‐ Oakdale  CA 95361 ‐ www.ci.oakdale.ca.us j g yg
Plan Check Deposit ‐ $50/lot ($2,000 minimum) Grant Deed May be deferred until 2nd Submittal: Reference Maps
Landscape & Irrigation Plans
Joint Trench Plans
Traffic Signal Plans
Wall Plans
W.D.I.D. Number (on cover sheet of plans)
SWPPP
Additonal Items for Approval of Plans & Recordation of Final Map:

Mylar Cover Sheet Mylar Sheets
Engineer's Estimate (for Bonds) Bonds (Performance, Labor & Materials) Air Impact Assessment Approval (SJVAPCD) Tax Letter
Grading Permit Application & Fee Subdivision Guarantee
Encroachment Permit Application
Fire Hydrant Use Permit
Additional Items for Acceptance of Improvements & Release of Bonds:

Record Drawings Warranty Bond
Oakdale Improvement Standards:

Rev. 11/4/14
A current version of the Oakdale Improvement Standards can be downloaded at www.ci.oakdale.ca.us Public Services Department  ‐ Phone (209) 845‐3625  ‐ FAX (209) 848‐4344  ‐  455 S. Fifth Avenue  ‐ Oakdale  CA 95361 ‐ www.ci.oakdale.ca.us 234

SUBDIVISION IMPROVEMENT PLAN REVIEW

A D D I T I O N A L    I N S T R U C T I O N S
Plan Submittal Information:

Plan Check Process:

Deposit & Payments:

Approval:

The city utilizes a "Deposit‐based" fee system for this application.  If the initial deposit is not adequate, the city will request additional funds from developer.  Upon approval of plans any excess funds will be returned to the owner/applicant or applied to the cost of inspections.  See "Project Billing Information Form" for more information.

Upon approval of the plans, the City Engineer will email the applicant an approval letter with instructions for obtaining required permits and procedures that must be followed prior to constructing the site improvements.  Upon reciept of the Improvement Plans, Calculations, Studies and Reports shall be stamped and signed by a registered civil engineer (or geotechnical engineer, landscape architect etc.).  Proposed improvements must be consistent with the approved Tentative Map Conditions of Approval for the project, and the City of Oakdale Improvement Standards.  Other submittal materials, in addition to those in the checklist above may be required to satisfy the Conditions of Approval, environmental mitigation measures, or other unique site conditions.  Plans shall be on 24"x36" sheets only.

Upon reciept of the items shown in the checklist (including deposit payment), the plans will be routed to appropriate departments for plan check.  Generally, plan check comments will be provided in approximately 2 weeks in PDF format to applicant (via email if file size is not prohibitive).

Public Services Department  ‐ Phone (209) 845‐3625  ‐ FAX (209) 848‐4344  ‐  455 S. Fifth Avenue  ‐ Oakdale  CA 95361 ‐ www.ci.oakdale.ca.us Rev. 11/4/14
materials requested, the City Engineer will sign the plans and the Engineering Division will issue the required permits.

Public Services Department  ‐ Phone (209) 845‐3625  ‐ FAX (209) 848‐4344  ‐  455 S. Fifth Avenue  ‐ Oakdale  CA 95361 ‐ www.ci.oakdale.ca.us 235

PARCEL MODIFICATION PLAN REVIEW
P R O J E C T   /  A P P L I C A N T     I N F O R M A T I O N PROJECT:

PROJECT NAME DATE
SITE PLAN APP. NO. BUILDING PERMIT NO. SIZE (ACRES) W.D.I.D. NO.

APPLICANT:

COMPANY NAME

ADDRESS EMAIL

CITY, STATE, ZIP PHONE
I N S T R U C T I O N S   &   C H E C K L I S T
Parcel Map Submittal: Plan Submittal Information:

Final Map
Closure Calculations
Title Report (within 6 months)
Underlying Documents
Final Map & Closure Calculations shall be preapred by a Licensed Land Surveyor.  Map sheets shall be 18"x26".

This application is for processing Parcel Maps (that don't require the installation of public improvments), Lot Line Adjustments and Lot Mergers.  Application materials should be submitted to the Public Services Department (455 S. Fifth Street) in PDF format.  The file can be emailed to [email protected] or submitted on a disc or thumb drive.

Public Services Department  ‐ Phone (209) 845‐3625  ‐ FAX (209) 848‐4344  ‐  455 S. Fifth Avenue  ‐ Oakdale  CA 95361 ‐ www.ci.oakdale.ca.us Underlying Documents
Grant Deed Plan Check Process:

Reference Maps
Project Billing Information Form
Fee Deposit ($1,000)
Lot Line Adjustment Submittal:

Legal Descriptions (before & after)
Plats (before & after)
Project Billing Information Form Deposit & Payments:

Fee Deposit ($1,000)
Lot Merger Submittal:

Legal Descriptions (before & after)
Plats (before & after)
Project Billing Information Form
Fee Deposit ($1,000)
Approval:

Rev. 11/14/14
Upon reciept of the items shown in the checklist (including deposit payment), the submittal materials will be routed for plan check.  Generally, plan check comments will be provided in approximately 2 weeks in PDF format to
applicant (via email if file size is not prohibitive).

These applications require approval of the Director of
Public Services (no public hearing required).  Upon
approval of the application, the City Engineer will email the applicant an approval letter with instructions for recording the Parcel Map, LLA or Lot Merger.

The city utilizes a "Deposit‐based" fee system for this application.  If the initial deposit is not adequate, the city will request additional funds from applicant.  Upon
approval of application any excess funds will be returned to the owner/applicant.  See "Project Billing Information Form" for more information.

Public Services Department  ‐ Phone (209) 845‐3625  ‐ FAX (209) 848‐4344  ‐  455 S. Fifth Avenue  ‐ Oakdale  CA 95361 ‐ www.ci.oakdale.ca.us 236

STANDARD ENCROACHMENT PERMIT
Rev. 12/5/2013
City of Oakdale Public Works Department  Phone: (209) 845‐3625  Fax: (209) 848‐4344  www.ci.oakdale.ca.us 455 S. Fifth Avenue  Oakdale, CA 95361

CONTRACTOR INFORMATION
CONTRACTOR:     TELEPHONE:

ADDRESS:   CITY/STATE/ZIP:

CONTRACTOR
LICENSE NO.:

CITY BUSINESS
LICENSE NO.:

ADDRESS:   CITY/STATE/ZIP:

Forward permit copy by: Mail, Fax, or E‐Mail:

ENCROACHMENT INFORMATION
Describe work to be
performed:

Location / Address:

Submit completed application, along with required fees, bonds, evidence of insurance and 2 copies of scaled drawings clearly showing the full scope of work.

Please allow a minimum of 48 hours for the review of this permit.  The Undersigned hereby agrees to comply with specifications and ordinances set forth by this permit. *All Work Within the City Right of Way and All Connection to City Utility Services must be Applied for and Conducted by a Contractor Licensed by the State of California.

ENCROACHMENT PERMIT TYPE: check applicable type(s)
Utility Street/Trench Cut:..........    $80 (4’x4’) Bell Hole $115 Trench 0‐100 linear ft... $20/each add’l 100 linear ft Sidewalk:..................................    $80, 0‐100 linear ft . $20/each add’l 100 linear ft Curb & Gutter: ..........................    $80, 0‐100 linear ft . $20/each add’l 100 linear ft Driveway Apron:.......................    $80
Temporary Encroachment Permit, $45 TOTAL DUE:  $
Permanent Encroachment Permit, $150 PAID: CASH CREDIT CARD   CHECK # Exempt Permit..........Reason: Make checks out to “City of Oakdale”. non‐refundable fee.

EXPIRATION:  If the work is not started within 45 days of the permit/approval date, this permit shall be null and void.

INSPECTIONS: To schedule inspections, call Public Works Monday – Friday at (209) 845‐3600 at a minimum of 24‐hours in advance.  Refer to next page for required inspections.

Applicant’s Signature: Date:

Print Name:

FOR CITY USE ONLY
Public Works Approval of Permit:   Date:

Conditions:

Permit No.

PUBLIC WORKS STAMP (Permit invalid if not stamped)
Date Issued
237

STANDARD ENCROACHMENT PERMIT
Rev. 12/5/2013
City of Oakdale Public Works Department  Phone: (209) 845‐3625  Fax: (209) 848‐4344  www.ci.oakdale.ca.us 455 S. Fifth Avenue  Oakdale, CA 95361
Inspections: (FOR CITY USE ONLY)
Required Inspections Passed By* Date
Pre‐activity walk‐through
Traffic Control Plan
Traffic Controls Maintained
Exposed utility line
Utility Connection, and / or testing
Sub‐grade/backfill compaction
Aggregate base compaction
Forms/Rebar
Concrete mix, finish
Asphalt paving
Striping, Signage
Irrigation
Planting
Completion/Removal, Cleanup
Water System Disinfection
Final Inspection for acceptance or dedication
*City’s Authorized Inspector:

Print Name: Signature – All Work Accepted Date
Please call USA North before you dig.  It’s the law and it’s FREE. 238

GRADING PERMIT
Rev. 11/4/2014
Public Works Department  455 S. Fifth Avenue  Oakdale, CA 95361  Phone: (209) 845‐3625  Fax: (209) 848‐4344  www.ci.oakdale.ca.us DATE:

APPLICANT’S NAME:   PHONE NO.:

APPLICANT’S ADDRESS:   CITY/ST/ZIP:

PROPERTY OWNER’S NAME:   PHONE NO.:

PROPERTY OWNER’ ADDRESS:   CITY/ST/ZIP:

CONTRACTOR’S NAME:   PHONE NO.:

CONTRACTOR’S
ADDRESS:   CONTRACTOR’S LICENSE NO.:

CITY BUSINESS LICENSE NO.:

PROJECT ADDRESS:

PROJECT RELEATED TO CURRENT BUILDING PERMIT: YES NO IF YES, BUILDING PERMIT NO.:

PLANNING APPLICATION NO.:   WDID NUMBER:

CEQA REVIEW REQUIRED: YES NO IF NO, CATEGORICAL OR STATUTORY EXEMPTION:

START DATE:   COMPLETION DATE:   EROSION CONTROL DATE:

ESTIMATED COST:

CUBIC YARDS OF CUT:   FILL:   IMPORT:   EXPORT:

SOURCE OF FILL: DISPOSAL SITE:

DESCRIPTION OF WORK:

SCHEDULE OF WORK:

I hereby certify that all information provided in this application is true and complete and I agree to comply with the conditions listed.

Applicant’s Signature Date

Issuance of this Grading Permit is permitted only after the applicant has successfully processed plans through the Engineering Division under a “Subdivision Improvement Plan Review” or “Site Improvement Plan Review” process.  Applicant shall pay a deposit‐based fee of 2% of the approved Engineer’s Estimate (Minimum $2,000) to cover inspection costs.  If additional funds are necessary, the City will notify the applicant.  Any unused balance will be returned.  All conditions in the executed “Project Billing Information Form” on file for this project will apply.

FOR CITY USE ONLY
PUBLIC WORKS APPROVAL OF PERMIT:   DATE:

CONDITIONS:

Issuer (Print Name)   PUBLIC WORKS STAMP (Permit invalid if not stamped) Permit No.

Date Issued

239

GRADING PERMIT
Rev. 11/4/2014
Public Works Department  455 S. Fifth Avenue  Oakdale, CA 95361  Phone: (209) 845‐3625  Fax: (209) 848‐4344  www.ci.oakdale.ca.us

GENERAL GRADING PROVISIONS

1. This permit is void if work is not begun within 60 days of issuance and not completed within one year.

2. At least 48 hours notice is required to the City of Oakdale Engineering Division. Call (209) 845‐3625.

3. Call Underground Service Alert (USA) at least 48 hours prior to the start of any construction.

4. All grading and noise therefore including, but not limited to, warming of equipment motors in residential zones or within one thousand (1000) feet of any residential occupancy, hotel, motel or hospital shall limited between the hours of 7:00 a.m. to 3:30 p.m., Monday through Friday.  The owner or developer must submit a written request for approval by the City Engineer at least two (2) working days in advance to work during any other hours, weekend, or holidays.

5. The permittee and/or the permittee engineer’s, contractors or agents shall be responsible for the satisfactory and safe conduct of all work.

6. The permit applicant and grading contractor shall be responsible for the protection of adjacent properties during grading operation.  Prior to commencing any grading of the site, the exterior boundaries shall be marked as required by the City Engineer.

Boundary markers shall be maintained throughout the grading operation.  Temporary barriers and /or protective fencing shall be used when necessary to protect adjacent properties.

7. The permitee and the premittee’s contractor shall indemnify and save harmless the City and all officers and employees thereof connected with the work, from all claims, suites or actions of every name, kind and description, brought for , or on account of, injuries to or death of any person or damaged to property resulting from the issuance of the grading permit, construction of the work  or by or in consequence of any negligence in guarding the work, use of improper materials in construction of the work, or by or on account of any act or omission by the permittee or permitee’s agents.

8. Contractor shall submit a Certificate of liability Insurance to the City prior to any construction activities.  Insurance shall name City of Oakdale as Additional Insured, and the Additional Insured Endorsement must be attached to deem insurance requirements complete.

9. All exposed or finished banks or slopes of any fill or exaction shall be protected from erosion by approved planting, irrigation, hydroseeding, cribbing, walls or terracing or a combination thereof.  All graded surfaces exceeding five thousand (5,000) square feet in area shall be planted and irrigated, paved or built upon and shall be provided with berms and approved drainage facilities adequate to prevent erosion and to conduct the accumulation or runoff of surface waters to an approved place of discharge.

10. For commencement of the activity during the wet season, the applicant shall demonstrate to the satisfaction of the City Engineer, that land disturbances is relatively minor and that erosions and sedimentation can be controlled.

11. Erosion and sediment control measures shall be implemented as specified by the approved interim and final sediment and erosion control plans.  Erosion and sediment control measures shall be consistent with the Manual of Sediment and Erosion Control Practices and Best Management Practices.

12. Upon the final completion of the work, the following reports and drawings and supplements thereto shall be submitted to the City Engineer.

A. A soils and geologic grading report prepared by the Soils Engineer and/or engineering geologist including location and elevations of field density test, summaries of field and laboratory tests and other substantiating data and comments on any changes made during grading and their effect on the recommendations made in the Soil Engineering Investigation Report.  The report shall include a final description of the geology of the site, including any new information disclosed during the grading and the effect of same on recommendations incorporated in the approved grading plan.  A certification shall be provided as to the adequacy of the site for the intended use as affected by soil and geologic factors.

B. An as‐graded grading plan prepared by the Civil Engineer, including original ground surface elevations, as graded ground surface elevations, lot drainage patterns and locations and elevation of all surface and subsurface drainage facilities.

C. An as‐built erosion and sediment control plan prepared by the Civil Engineer. 240
The following shall be included on the General Notes sheet of the project civil improvement plans:

CITY OF OAKDALE GENERAL NOTES:

1. BENCHMARK – CITY OF OAKDALE BENCHMARK #___ (DESCRIPTION); NAV88 ELEV = ___’

2. GRADING PERMIT – NO GRADING ACTIVITIES SHALL OCCUR ON‐SITE UNTIL A GRADING PERMIT HAS BEEN ISSUED BY THE CITY OF OAKDALE, AND APPLICABLE FEES HAVE BEEN PAID.

3. ENCROACHMENT PERMIT – NO WORK SHALL OCCUR IN EXISTING CITY RIGHT‐OF‐WAY UNTIL AN ENCROACHMENT PERMIT HAS BEEN ISSUED BY THE CITY OF OAKDALE, AND ALL APPLICABLE FEES HAVE BEEN PAID.

4. HYDRANT PERMIT – HYDRANTS MAY NOT BE USED FOR CONSTRUCTION WATER WITHOUT AN APPROVED HYDRANT PERMIT AND PAYMENT OF APPLICABLE FEES.

5. INSPECTIONS – ALL WORK SHOWN IN THESE DRAWINGS ARE SUBJECT TO INSPECTION BY THE CTIY OF OAKDALE.  CONTRACTOR SHALL NOTIFY PUBLIC SERVICES DEPARTMENT (209) 845‐3600 AT LEAST 48 HOURS BEFORE THE START OF ANY WORK.

6. CITY STANDARDS – ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE CITY OF OAKDALE IMPROVEMENT STANDARDS.

7. AIR QUALITY – ALL SITE GRADING & CONSTRUCTION SHALL COMPLY WITH SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT’S REGULATION 8 FOR FUGITIVE DUST CONTROL AND PROJECT INTERNAL SOURCE REVIEW (ISR).  CONTRACTOR SHALL MAINTAIN DUST CONTROL AT THE CONTRACTOR’S EXPENSE AT ALL TIMES, INCLUDING WEEKENDS, DURING THE COURSE OF CONSTRUCTION.

8. STORM WATER DISCHARGE – THIS PROJECT IS SUBJECT COVERAGE UNDER THE PHASE II GENERAL NPDES PERMIT FOR MUNICIPAL SEPARATE STORM WATER SEWER SYSTEMS (MS4).

POST‐CONSTRUCTION MEASURES FOR THIS PROJECT MUST COMPLY WITH THE CITY OF OAKDALE 2015 POST‐CONTRUCTION STANDARDS PLAN AND SECTION E.12 OF ORDER NO. 2014‐001‐DWQ, ISSUED BY THE CALIFORNIA STATE WATER RESOURCE CONTROL BOARD. a. WDID NO:  0000000000
b. PROJECT QSP:  NAME, PHONE NUMBER

9. CONDITIONS OF APPROVAL – DEVELOPER SHALL COMPLY WITH ALL CONDITIONS OF APPROVAL FOR THIS PROJECT (TSM #).  ATTENTION IS CALLED TO THE FOLLOWING SELECTED CONDITIONS:

COA #00 – Condition

10. MITIGATION MEASURES – DEVELOPER SHALL COMPLY WITH ALL MITIGATION MEASURES CALLED FOR IN THE CEQA DOCUMENT FOR THIS PROJECT.  ATTENTION IS CALLED TO THE FOLLOWING SELECTED MITIGATION MEASURES:

MM #000 – Mitigation . . .

11. FINAL PAVING OVERLAY – PRIOR TO ISSUANCE OF THE FINAL 10% OF BUILDING PERMITS WITHIN THIS SUBDIVISION, CONTRACTOR SHALL OVERLAY THE STREETS WITH A SLURRY SEAL, AND RE‐ STRIPE THE ROADAY.
241
DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX GENERAL NOTES

FOR SUBDIVISIONS
09-01-23
1-A
BENCHMARK - CITY OF OAKDALE BENCHMARK #___ (DESCRIPTION); NAV88 ELEV = ___' GRADING PERMIT - No grading activities shall occur on-site until a Grading Permit has been issued by the City of Oakdale, AND APPLICABLE FEES HAVE BEEN PAID.

ENCROACHMENT PERMIT - NO WORK SHALL OCCUR IN EXISTING CITY RIGHT-OF-WAY UNTIL AN

ENCROACHMENT PERMIT HAS BEEN ISSUED BY THE CITY OF OAKDALE, AND ALL APPLICABLE FEES HAVE BEEN PAID.

HYDRANT PERMIT - HYDRANTS MAY NOT BE USED FOR CONSTRUCTION WATER WITHOUT AN APPROVED HYDRANT PERMIT AND PAYMENT OF APPLICABLE FEES.

INSPECTIONS - ALL WORK SHOWN IN THESE DRAWINGS ARE SUBJECT TO INSPECTION BY THE CTIY OF OAKDALE.

CONTRACTOR SHALL NOTIFY PUBLIC SERVICES DEPARTMENT (209) 845-3600 AT LEAST 48 HOURS BEFORE THE START OF ANY WORK.

CITY STANDARDS - ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE CITY OF OAKDALE IMPROVEMENT STANDARDS.

AIR QUALITY - ALL SITE GRADING & CONSTRUCTION SHALL COMPLY WITH SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT'S REGULATION 8 FOR FUGITIVE DUST CONTROL AND PROJECT INTERNAL SOURCE REVIEW (ISR). CONTRACTOR SHALL MAINTAIN DUST CONTROL AT THE CONTRACTOR'S EXPENSE AT ALL TIMES, INCLUDING WEEKENDS, DURING THE COURSE OF CONSTRUCTION.

STORM WATER DISCHARGE - THIS PROJECT IS SUBJECT COVERAGE UNDER THE PHASE II GENERAL NPDES PERMIT FOR MUNICIPAL SEPARATE STORM WATER SEWER SYSTEMS (MS4). POST-CONSTRUCTION MEASURES FOR THIS PROJECT MUST COMPLY WITH THE CITY OF OAKDALE 2015 POST-CONTRUCTION STANDARDS PLAN AND SECTION E.12 OF ORDER NO. 2014-001-DWQ, ISSUED BY THE CALIFORNIA STATE WATER RESOURCE CONTROL BOARD.

WDID NO: 0000000000
PROJECT QSP: NAME, PHONE NUMBER

CONDITIONS OF APPROVAL - DEVELOPER SHALL COMPLY WITH ALL CONDITIONS OF APPROVAL FOR THIS PROJECT (TSM #). ATTENTION IS CALLED TO THE FOLLOWING SELECTED CONDITIONS:

COA #00 - Condition

MITIGATION MEASURES - DEVELOPER SHALL COMPLY WITH ALL MITIGATION MEASURES CALLED FOR IN THE CEQA DOCUMENT FOR THIS PROJECT. ATTENTION IS CALLED TO THE FOLLOWING SELECTED MITIGATION MEASURES:

MM #000 - Mitigation . . .

FINAL PAVING OVERLAY - AFTER THE ___TH BUILDING PERMIT HAS BEEN ISSUED AND PRIOR TO ACCEPTANCE

OF THE PUBLIC IMPROVEMENTS FOR THIS SUBDIVSION ALL PUBLIC ROADS WILL BE RESURFACED WITH A TYPE II SLURRY SEAL AND RE-STRIPED.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. THE FOLLOWING NOTES SHALL BE INSERTED IN THE GENERAL NOTES PORTION OF THE IMPROVEMENT PLANS:

CITY OF OAKDALE GENERAL NOTES:
242
NOTES:

1. CONSTRUCT DRIVE-OVER CURB AND GUTTER AND ATTACHED SIDEWALK PER DETAIL 2-L.

2. EDGE OF PAVING TO BE 1/4" HIGHER THAN LIP OF GUTTER.

3. TRAFFIC INDEX (T.I.) WILL BE DETERMINED BY CITY ENGINEER.

4. STREET SECTION TO BE DETERMINED ON RESISTANCE VALUE (R-VALUE) OF SUBGRADE MATERIAL.

5. 6" COMPACTION OF NATIVE MATERIAL TO CAL-TRANS STANDARDS MINIMUM RELATIVE COMPACTION IS 95%.

6. AGGREGATE SUB-BASE SHALL BE CLASS "B" 3/4" MAXIMUM GRADING AS PER CAL-TRANS STANDARDS.

DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: DATE:

CITY OF OAKDALE
2023-XXX LOCAL RESIDENTIAL
2-A
09-01-23

LOCAL RESIDENTIAL
P.L. 50'
40'
12' 12' 5'

PARKING LANE LANE PARKING WALK
2% 2%
P.L.
8' 8'
P.U.E.
10'
P.U.E.
10' 5'
WALK
243
NOTES:

1. CONSTRUCT STANDARD CURB AND GUTTER AND SEPARATED SIDEWALK PER DETAIL 2-K.

2. EDGE OF PAVING TO BE 1/4" HIGHER THAN LIP OF GUTTER.

3. TRAFFIC INDEX (T.I.) WILL BE DETERMINED BY CITY ENGINEER.

4. STREET SECTION TO BE DETERMINED ON RESISTANCE VALUE (R-VALUE) OF SUBGRADE MATERIAL.

5. 6" COMPACTION OF NATIVE MATERIAL TO CAL-TRANS STANDARDS MINIMUM RELATIVE COMPACTION IS 95%.

6. AGGREGATE SUB-BASE SHALL BE CLASS "B" 3/4" MAXIMUM GRADING AS PER CAL-TRANS STANDARDS.

P.L. 64' P.L.
8' 12' 12' 8' 7' 5'

PARKING LANE LANE PARKING
5' 7'
SCAPE
LANDSCAPEWALK LAND- WALK
2% 2%
P.U.E.
10'
P.U.E.
10'
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: DATE:

CITY OF OAKDALE
2023-XXX FEATURE RESIDENTIAL
2-B
09-01-23

FEATURE RESIDENTIAL
244
NOTES:

1. CONSTRUCT STANDARD CURB AND GUTTER AND SEPARATED SIDEWALK PER DETAIL 2-K.

2. EDGE OF PAVING TO BE 1/4" HIGHER THAN LIP OF GUTTER.

3. TRAFFIC INDEX (T.I.) WILL BE DETERMINED BY CITY ENGINEER.

3. STREET SECTION TO BE DETERMINED ON RESISTANCE VALUE (R-VALUE) OF SUBGRADE MATERIAL.

4. 6" COMPACTION OF NATIVE MATERIAL TO CAL-TRANS STANDARDS MINIMUM RELATIVE COMPACTION IS 95%.

5. AGGREGATE SUB-BASE SHALL BE CLASS "B" 3/4" MAXIMUM GRADING AS PER CAL-TRANS STANDARDS.

DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: DATE:

CITY OF OAKDALE
2023-XXX COLLECTOR RESIDENTIAL
2-C
09-01-23
P.U.E.

P.L. P.L.
10'
36' 36'
74'
8' 12' 12'

BIKE LANE
5'
P.U.E. PARKING
10' 5' 7' 8'
BIKE
5'

PARKING
7' 5'

WALK LANE WALK
2% 2%
12' 50' 12'
LANDSCAPELANDSCAPE

COLLECTOR RESIDENTIAL
245
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: DATE:

CITY OF OAKDALE
2023-XXX 2-LANE ARTERIAL
2-D
09-01-23
P.L. P.L.
82'
12' 7'
BIKE
6' 5'

LANE WALK
2%
16' 50'
MEDIAN
16'
4' 5' 7' 6' 12' 4'

LS WALK BIKE LANE LS
14'
2%
2-LANE ARTERIAL
LANDSCAPE
LANDSCAPE
NOTES:

1. CONSTRUCT STANDARD CURB AND GUTTER AND SEPARATED SIDEWALK PER DETAIL 2-K.

2. EDGE OF PAVING TO BE 1/4" HIGHER THAN LIP OF GUTTER.

3. TRAFFIC INDEX (T.I.) WILL BE DETERMINED BY CITY ENGINEER.

4. STREET SECTION TO BE DETERMINED ON RESISTANCE VALUE (R-VALUE) OF SUBGRADE MATERIAL.

5. 6" COMPACTION OF NATIVE MATERIAL TO CAL-TRANS STANDARDS MINIMUM RELATIVE COMPACTION IS 95%.

6. AGGREGATE SUB-BASE SHALL BE CLASS "B" 3/4" MAXIMUM GRADING AS PER CAL-TRANS STANDARDS. 246
P.L.
92'
12' 7'
BIKE
6' 10'

LANE CLASS I
2%
16' 50'
MEDIAN
26'
4' 5' 7' 6' 12'

LS WALK BIKE LANE
14'
2%
9'
DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX 2-LANE ARTERIAL
(WITH CLASS I BIKE PATH)
09-01-23
2-E
LANDSCAPELANDSCAPELANDSCAPE
P.L.

NOTES:

1. CONSTRUCT STANDARD CURB AND GUTTER AND SEPARATED SIDEWALK PER DETAIL 2-K.

2. EDGE OF PAVING TO BE 1/4" HIGHER THAN LIP OF GUTTER.

3. TRAFFIC INDEX (T.I.) WILL BE DETERMINED BY CITY ENGINEER.

4. STREET SECTION TO BE DETERMINED ON RESISTANCE VALUE (R-VALUE) OF SUBGRADE MATERIAL.

5. 6" COMPACTION OF NATIVE MATERIAL TO CAL-TRANS STANDARDS MINIMUM RELATIVE COMPACTION IS 95%.

6. AGGREGATE SUB-BASE SHALL BE CLASS "B" 3/4" MAXIMUM GRADING AS PER CAL-TRANS STANDARDS. 2-LANE ARTERIAL
(WITH CLASS I BIKE PATH)
247
DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX 2-LANE ARTERIAL
(COMMERCIAL FRONTAGE)
09-01-23
2-F
P.L. 74'
8' 10'
BIKE
2%
54'

LEFT TURN LANE WALK
10' 14'
2%
WALK
P.L.
2-LANE ARTERIAL
(COMMERCIAL FRONTAGE)
12'
LANE
8'
BIKE
12'
LANE
NOTES:

1. CONSTRUCT STANDARD CURB AND GUTTER AND ATTACHED SIDEWALK PER DETAIL 2-K.

2. EDGE OF PAVING TO BE 1/4" HIGHER THAN LIP OF GUTTER.

3. TRAFFIC INDEX (T.I.) WILL BE DETERMINED BY CITY ENGINEER.

4. STREET SECTION TO BE DETERMINED ON RESISTANCE VALUE (R-VALUE) OF SUBGRADE MATERIAL.

5. 6" COMPACTION OF NATIVE MATERIAL TO CAL-TRANS STANDARDS MINIMUM RELATIVE COMPACTION IS 95%.

6. AGGREGATE SUB-BASE SHALL BE CLASS "B" 3/4" MAXIMUM GRADING AS PER CAL-TRANS STANDARDS. 248
DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX 4-LANE ARTERIAL
(COMMERCIAL FRONTAGE)
09-01-23
2-G
P.L.
80'
100'
16' 12'
LANE
8'
BIKE
12' 10'
WALK
2%
LANE
10' 8' 12' 12'
2%

WALK BIKE LANE LANE LEFT TURN LANE
4-LANE ARTERIAL
(COMMERCIAL FRONTAGE)
P.L.

NOTES:

1. CONSTRUCT STANDARD CURB AND GUTTER AND ATTACHED SIDEWALK PER DETAIL 2-K.

2. EDGE OF PAVING TO BE 1/4" HIGHER THAN LIP OF GUTTER.

3. TRAFFIC INDEX (T.I.) WILL BE DETERMINED BY CITY ENGINEER.

4. STREET SECTION TO BE DETERMINED ON RESISTANCE VALUE (R-VALUE) OF SUBGRADE MATERIAL.

5. 6" COMPACTION OF NATIVE MATERIAL TO CAL-TRANS STANDARDS MINIMUM RELATIVE COMPACTION IS 95%.

6. AGGREGATE SUB-BASE SHALL BE CLASS "B" 3/4" MAXIMUM GRADING AS PER CAL-TRANS STANDARDS. 249
DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX 4-LANE ARTERIAL
(ADJACENT TO RESIDENTIAL)
09-01-23
2-H
P.L.
5' 7'

LAND- WALK
SCAPE
LANDSCAPE
7' 5' 8'
WALK LANDSCAPE
LANDSCAPE
8'
80'
120'
16' 12'
LANE
8'
BIKE
12'
2%
LANE
8' 12' 12'
2%

BIKE LANE LANE
20' 20'

LEFT TURN
LANE
4-LANE ARTERIAL
(ADJACENT TO RESIDENTIAL)
P.L.

NOTES:

1. CONSTRUCT STANDARD CURB AND GUTTER AND SEPARATED SIDEWALK PER DETAIL 2-K.

2. EDGE OF PAVING TO BE 1/4" HIGHER THAN LIP OF GUTTER.

3. TRAFFIC INDEX (T.I.) WILL BE DETERMINED BY CITY ENGINEER.

4. STREET SECTION TO BE DETERMINED ON RESISTANCE VALUE (R-VALUE) OF SUBGRADE MATERIAL.

5. 6" COMPACTION OF NATIVE MATERIAL TO CAL-TRANS STANDARDS MINIMUM RELATIVE COMPACTION IS 95%.

6. AGGREGATE SUB-BASE SHALL BE CLASS "B" 3/4" MAXIMUM GRADING AS PER CAL-TRANS STANDARDS. 250
CENTERLINE 66.14' 29.76'

BACK OF

SIDEWALK
LIP
50'
5' 20' 20' 5'
NOTES:

1. MAXIMUM LENGTH OF CUL-DE-SAC TO BE 500 FEET, MEASURED FROM THE CENTERLINE OF THE INTERSECTING STREET TO THE CUL-DE-SAC RADIUS POINT.

R=45' FLOW LINE
PROPERTY LINE R=50'
R=55' FLOW LINE R=50' PROPERTY LINE
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: DATE:

CITY OF OAKDALE
2023-XXX CUL-DE-SAC
2-I
09-01-23
251
R=55'
R=55'
R=55'
NOTES:

1. KNUCKLE RADII FOR INTERSECTING STREETS GREATER THAN 50' IN WIDTH ARE TO BE ESTABLISHED INDIVIDUALLY AS DETERMINED BY THE CITY ENGINEER.

2. INTERSECTION KNUCKLES SHALL BE INSTALLED WHERE THE CENTERLINE RADIUS IS LESS THAN 125'.

DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: DATE:

CITY OF OAKDALE
2023-XXX STREET KNUCKLE
2-J
09-01-23
50'
5' 20' 20' 5'
252
1/4" R
1/4" R

OPTIONAL

VERTICAL CURB & GUTTER
18" OR MATCH EXISTING AT
INFILL PROJECTS 12"
8"
27"
6" 8"6"
1"
2" 2" 4" MIN.
1/4"R
27"-DETAIL 12"
4'-6"
1/4"R
27"-DETAIL 12"
5'-0" 7'-0" MIN.

SIDEWALK

SIDEWALK LANDSCAPE

ATTACHED SIDEWALK

SEPARATED SIDEWALK
SLOPE = 1% MIN. & 2% MAX. FOR MAX DIST OF 20'
REFER TO SEC. 3-12
P.L.

OPTIONAL WITH
SLIP-FORM MACHINE 6"
DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX VERTICAL CURB
& GUTTER
09-01-23
2-K
P.L. 4" MIN
SLOPE = 1% MIN. & 2% MAX. FOR MAX DIST OF 20'
REFER TO SEC. 3-12
NOTES:

1. ALL SIDEWALK REPLACEMENTS TO HAVE 1
2" SMOOTH DOWELS, NO REBAR.

2. ALL SIDEWALKS SHALL BE 4" MIN. THICK.
253
NOTES:

1. CURB, GUTTER, AND SIDEWALK CONSTRUCTION SHALL CONFORM TO SECTION 73, STANDARD SPECIFICATIONS, CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS), EXCEPT AS MODIFIED HEREIN.

2. CONCRETE SHALL BE CLASS B, PER CALTRANS SECTION 90.

3. EXPANSION JOINTS AND WEAKENED PLANE JOINTS SHALL BE INSTALLED AS INDICATED ON THE PLANS OR STANDARD DETAILS.

4. DURING CONSTRUCTION OF GUTTERS, WATER SHALL BE USED TO INSURE PROPER DRAINAGE ALONG THE FLOWLINE.

5. THE CONCRETE SURFACE SHALL BE FREE OF BLEMISHES AND NOT VARY MORE THAN 1/4" FROM A 10' STRAIGHT EDGE.

6. CONCRETE SHALL HAVE A LIGHT BROOM FINISH AND AN IMPERVIOUS MEMBRANE OR SPRAY CURE. 1 GAL/150 SF PIGMENTED CURING COMP ASTM C309 TYPE Z, CLASS A OR B. APPLY IMMEDIATELY AFTER MOISTURE SHEEN DISAPPEARS.

7. DRIVE-OVER CURB & GUTTER AND SIDEWALK SHALL BE POURED MONOLITHICALLY.

R.W. 5'-0"
4'-0" 6"
F.L.
10"
18" 3"
12"
10-1/2"R
1/4"R
3/4"R 4.5"
1/4"R 2" 6" 8"
1"

DRIVE-OVER CURB & GUTTER

ATTACHED SIDEWALK

ROLLED CURB AND

GUTTER (SEE ABOVE)
NATIVE SOIL TO 95% R.C.

NATIVE SOIL
TO 90% R.C.

DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX DRIVE-OVER

CURB & GUTTER
09-01-23
2-L
SLOPE = 1% MIN. & 2% MAX. FOR MAX DIST OF 20'
REFER TO SEC. 3-12
254

TYPICAL PLAN
1/4"R 1/4"R

EXPANSION JOINT DETAIL WEAKENED PLANE JOINT DETAIL

FULL DEPTH EXPANSION JOINTS TO

BE PLACED AT ALL RETURNS AND AT
NO LESS THAN 60' SPACING

WEAKENED PLANE JOINT

AT BOTH SIDES OF ALL

DRIVEWAYS

ALL SCORE MARKS SHALL
BE A MINIMUM OF 1/4"

DEEP AND MADE WITH A

SCORE TOOL
10' MAXIMUM BETWEEN
1/2" 3/16" 1"
1/2"
5'-0" 5'-0"
CLASS "B"

CONCRETE

WEAKENED PLANE
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: DATE:

CITY OF OAKDALE
2023-XXX SIDEWALK JOINTS
2-M
09-01-23 MIN.
255
4' MIN
4'

EXPANSION JOINT
A
1:10 MAX
A

SECTION A-A

PLAN VIEW
4' MIN
6" NATIVE SOIL AT
90% COMPACTION
5% MAX IN GUTTER
FLUSH
NOTES:

1. THE LOWER END OF THE RAMP SHALL BE FLUSH WITH THE GUTTER PAN.

2. TRANSITION GUTTER PAN CROSS SLOPE TO 5%, MIN 4' OUTSIDE OF BOTTOM OF RAMP.

3. IF THE DISTANCE FROM THE BACK OF THE SIDEWALK TO THE BACK OF THE RAMP IS LESS THAN 4 FEET, THEN THE SLOPE OF THE FLARED SIDES SHALL NOT EXCEED 1:12.

TRUNCATED DOME DETECTABLE

WARNING SURFACE
5' GUTTER PAN CROSS

SLOPE TRANSITION

5.00'

4.00'
6" NATIVE SOIL TO
95% COMPACTION
1:12 MAX

WEAKENED PLANE JOINTS

OR COLD JOINTS (TYP)
DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX PEDESTRIAN RAMP
CASE "A"
09-01-23
2-N

STD GUTTER PAN
CROSS SLOPE 1:10 MAX
5% MAX GUTTER PAN

CROSS SLOPE

STD GUTTER PAN CROSS SLOPE
5% MAX GUTTER PAN
CROSS SLOPE 6" MIN.
256
A
A
4' MIN
1:12 MAX AT BACK OF RAMP
(BOTH SIDES)
6" (MAX) RETAINING CURB
5% MAX IN GUTTER

TRUNCATED

DOME DETECTABLE

WARNING SURFACE
6" (MAX) RETAINING CURB

5.00'

4.00'

5.00'
FLUSH

PLAN VIEW

SECTION A-A
NOTES:

1. THE LOWER END OF THE RAMP SHALL BE FLUSH WITH THE GUTTER PAN.

2. TRANSITION GUTTER PAN CROSS SLOPE TO 5%, MIN 4' OUTSIDE OF BOTTOM OF RAMP. 2% MAX

WEAKENED PLANE JOINTS

OR COLD JOINTS (TYP)
P.L.

DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX PEDESTRIAN RAMP
CASE "B"
09-01-23
2-O

PROPERTY LINE / BACK OF

SIDEWALK
5' GUTTER PAN CROSS

SLOPE TRANSITION

STD GUTTER PAN

CROSS SLOPE
5% MAX GUTTER PAN

CROSS SLOPE

STD GUTTER PAN CROSS SLOPE
5% MAX GUTTER PAN

CROSS SLOPE
257

8.3%
MAX
4' MIN
A
A
6" (MAX) RETAINING CURB

LIP OF GUTTER TRUNCATED

DOME DETECTABLE

WARNING SURFACE

PLAN VIEW

SECTION A-A
5% MAX IN GUTTER
6" (MAX) RETAINING CURB
FLUSH
NOTES:

1. THE LOWER END OF THE RAMP SHALL BE FLUSH WITH THE GUTTER PAN.

2. TRANSITION GUTTER PAN CROSS SLOPE TO 5%, MIN 4' OUTSIDE OF BOTTOM OF RAMP.

8.3%
MAX 2% MAX

BACK OF

SIDEWALK/PL

WEAKENED PLANE JOINTS

OR COLD JOINTS (TYP)
2% MAX
DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX PEDESTRIAN RAMP
CASE "C"
09-01-23
2-P
P.L.
258
16' TO 36' COMMERCIAL
GUTTER

TOP OF CURB

BACK OF CURB

FACE OF CURB

FLOW LINE

EXPANSION JOINT
12' TO 36' RESIDENTIAL
DRIVEWAY WIDTH 6"
2" 6" 4'-6"
27"

NEW DEVELOPMENT
C.L. 6" 1-1/2"

VARIES VARIES

SCORE MARKS

8.3%
MAX

8.3%
MAX
2% MAX
2% MAX

BACK OF WALK
C.L.

SCORE MARK
A
A

SECTION A-A

PLAN VIEW

FRONT VIEW
NOTES:

1. WEAKENED PLANE JOINT TO BE ADDED AT THE CENTER OF THE APPROACH IF IT IS OVER 20' WIDE.

2. THE SOIL BASE SHALL BE FIRM WITH NO WET OR SOFT SPOTS.

3. SIDEWALK PORTION AT COMMERCIAL DRIVEWAYS IS TO HAVE #10X10X6X6 WWF. 2% MAX2% MAX 2% MAX P.L.

DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: DATE:

CITY OF OAKDALE
2023-XXX DRIVEWAY - CASE "A"
2-Q
09-01-23
24"

EXISTING CURB

BACK OF
WALK

8.3%
MAX

8.3%
MAX
259
24"

EXISTING CURB
GUTTER

TOP OF CURB

WEAKENED

PLANE JOINT
12' TO 36' RESIDENTIAL 6"
2" 6" 4'-6"
27"

NEW DEVELOPMENT
C.L.
3' DRIVEWAY WIDTH 3'
4' 4'
135°' 45°' 4' 2% MAX 2% MAX 8.3% MAX 2% MAX2% MAX

BACK OF CURB

FACE OF CURB

FLOW LINE
16' TO 36' COMMERCIAL 6" 1-1/2" 4' MIN
RIGHT-OF-WAY 2% MAX

SCORE MARKS

GRADE BREAK
C.L.
4'-0"

PLAN VIEW

FRONT VIEW

SECTION A-A
A
A

GRADE BREAK
2% MAX 2% MAX

8.3% MAX

SCORE MARK
NOTES:

1. WEAKENED PLANE JOINT TO BE ADDED AT THE CENTER OF THE APPROACH IF IT IS OVER 20' WIDE.

2. THE SOIL BASE SHALL BE FIRM WITH NO WET OR SOFT SPOTS.

3. SIDEWALK PORTION AT COMMERCIAL DRIVEWAYS IS TO HAVE #10X10X6X6 WWF.

P.L.

DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: DATE:

CITY OF OAKDALE
2023-XXX DRIVEWAY - CASE "B"
2-R
09-01-23
260

SIDEWALK
16' TO 36' COMMERCIAL

FRONT VIEW

WEAKENED
PLANE JOINT 5' PLANTER AREA VARIES 27" OR 24"
3'
12' TO 36' RESIDENTIAL WING
3'
WING
GUTTER

TOP OF CURB
3' DRIVEWAY WIDTH 3'
C.L.

PLAN VIEW 6"
2" 6" VARIES
27"
NEW DEVELOPMENT 6" 1-1/2"
5'-0"

SECTION A-A

GRADE BREAK
2% MAX
SLOPE
DRIVEWAY AND PLANTER STRIP SIDEWALK 2% MAX 2% MAX SLOPE

BACK OF CURB

FACE OF CURB

FLOW LINE
C.L.
6"
NOTES:

1. WEAKENED PLANE JOINT TO BE ADDED AT THE CENTER OF THE APPROACH IF IT IS OVER 20' WIDE.

2. THE SOIL BASE SHALL BE FIRM WITH NO WET OR SOFT SPOTS.

3. SIDEWALK PORTION AT COMMERCIAL DRIVEWAYS IS TO HAVE #10X10X6X6 WWF.

DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: DATE:

CITY OF OAKDALE
2023-XXX DRIVEWAY - CASE "C"
2-S
09-01-223
24"

EXISTING CURB
261

DEPTH VARIES

CURB FLOW LINE

ALLEY WIDTH VARIES /

WIDTH OF ALLEY APPROACH
3' 3' VARIES

PROPERTY LINE PROPERTY LINE

ALLEY WIDTH VARIES /

WIDTH OF ALLEY APPROACH

FRONT VIEW

PLAN VIEW
3'
WING
3'

WING SIDEWALK
6" THICK

CONCRETE APRON
#10X10X6X6 WWF
NOTES:

1. WEAKENED PLANE JOINT TO BE ADDED AT THE CENTER OF THE APPROACH IF IT IS OVER 20' WIDE.

2. THE SOIL BASE SHALL BE FIRM WITH NO WET OR SOFT SPOTS.

3. SIDEWALK PORTION AT ALLEY DRIVEWAYS TO BE 6" THICK.

4. SIDEWALK PORTION AT ALLEY DRIVEWAYS IS TO HAVE #10X10X6X6 WWF.

DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: DATE:

CITY OF OAKDALE
2023-XXX ALLEY APPROACH
2-T
09-01-23
262

SECTION A-A
A

PLAN VIEW
A
RESIDENTIAL - USE 6X6X10 WWF
CLASS "B" CONCRETE
4'-0"
8'-0"
6"
#4 BARS @ 12" O.C. EACH WAY
FOR T.I. OF 9 OR ABOVE.
4'-0"
#4 BARS @ 12" O.C. EACH
WAY FOR T.I. OF 9 OR ABOVE. 8" 3"
2"

FLOWLINE

EDGE OF PAVEMENT

EDGE OF PAVEMENT

EDGE OF PAVEMENT EDGE OF PAVEMENT

FLOWLINE

COLD JOINT

TOP OF CURB COLD JOINT

TOP OF CURB
RESIDENTIAL - USE 6X6X10 WWF
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: DATE:

CITY OF OAKDALE
2023-XXX VALLEY GUTTER
2-U
09-01-23
263
2" 4"-6" 18" 12"
10-3/8"
8" 14"
A.C.

A.B.
1" O.D. x 24" I.P.
(IRON PIPE)
NOTES:

1. SET MONUMENT, FRAME AND COVER AFTER PAVEMENT IS IN PLACE.

2. MONUMENT FRAMES AND COVERS SHALL BE TOUGH GREY IRON CASTING CONFORMING TO THE LATEST A.S.T.M. REQUIREMENTS. EACH COVER SHALL BE GROUND OR OTHERWISE FINISHED SO THAT IT WILL FIT IT'S FRAME WITHOUT ROCKING.

3. FRAME AND COVER TO BE CHRISTY G-5 WITH C-275 LID MARKED "MONUMENT".

4. MONUMENTS TO BE SET AT ALL INTERSECTIONS, ENDS OF CUL-DE-SACS, AT B.C. & E.C. OF CURVES AND AS DIRECTED BY THE CITY ENGINEER.
8" PVC SDR35 OR
C900 CL150

PRECAST CONCRETE

RECEPTACLE
CONCRETE COLLAR 6"
DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX MONUMENT AND

RECEPTACLE
09-01-23
2-V
264

A LANE WIDTH WIDTH LANE

CURB AND GUTTER

CURB AND GUTTER
B
C
E
D
A

12.00' 11.00' 11.00' 12.00' 13.50' 12.50' 18.50' 19.50' 24.00' 25.00' STANDARD PARKING STALL - 9' X 19'
0° 20° 30° 40° 45° 50° 60° 70° 80° 90°

9.00'
-
- 5.38'

26.25'

14.95'

2.95'

18.00'

17.30'

6.34'

14.00'

19.10'

7.07'

12.73'

19.80'

7.36'

11.75'

20.34'

9.50 10.39

20.95'

6.50'

9.58'

20.93'

3.30'

9.14'

20.27'
-
- 19.00' 9'
20' 20' 20' 12'
C
B
D E

WHITE STRIPING

CL OF STREET

CL OF STREET
DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX ON-STREET

PARKING
09-01-23
2-W

WHITE STRIP
265
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: DATE:

CITY OF OAKDALE
2023-XXX CURB EXTENSION
2-X
09-01-23
NOTES:

1. THE LOWER END OF THE RAMP SHALL BE FLUSH WITH THE GUTTER PAN.

2. TRANSITION GUTTER PAN CROSS SLOPE TO 5% MAX 4' OUTSIDE OF BOTTOM OF RAMP.

3. IF THE DISTANCE FROM THE BACK OF THE SIDEWALK TO THE BACK OF THE RAMP IS LESS THAN 4 FEET, THEN THE SLOPE OF THE FLARED SIDES SHALL NOT EXCEED 1:12.

BACK OF SIDEWALK / P.L. 12'
12' 6'
6'
10' RADIUS
10' RADIUS
10' RADIUS
10' RADIUS
MIN
4'

DECOMPOSED GRANITE & PLANTS

MUST INCLUDE SOME PLANTS
WITHIN MIN. 4' VERTICAL HEIGHT.
(NO LAWN)
20' RADIUS

ADA COMPLIANT RAMP

ADA COMPLIANT RAMP
266
2' TRANSITION -

VERTICAL CURB TO

ROLL-OVER CURB

VERTICAL TO ROLL-OVER DRIVEWAY ENTRANCE
NOTES:

1. ALL SLOPES MUST BE IN A SINGLE PLANE.

2. WEAKENED PLANE JOINTS AT ALL GRADE BREAKS.

3. EXPANSION JOINTS AT RIGHT-OF-WAY WITH 1/2" FELT.

4. DRIVEWAYS SHALL BE PLACED A MINIMUM OF 10 FEET FROM CURB RETURNS.

DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2025-XXX VERTICAL TO ROLL-OVER

DRIVEWAY APPROACH
06-01-25
2-Y
12" 18"
12"R
3/4"R
6" 2" 6" 8"
1"
6" DRIVE-OVER CURB & GUTTER
1/4"R
1-1/2"
31"
GUTTER

FACE OF CURB
EDGE OF SIDEWALK 6" CURB WIDTH 12" CURB WIDTH 48" (MIN) SIDEWALK WIDTH

ROLL-OVER CURB TO BE SAME

ELEVATION AS VERTICAL CURB

FELT JOINT

FELT JOINT
267
WATER
A.B.

A.C. MIN.

CONCRETE COLLAR

PRE-CAST CONCRETE

RECEPTACLE

DRAPE TRACER WIRE LOOP
8" FROM TOP OF BOX
SDR 26 OR 8" CLASS 150 PVC.

NO JOINTS PERMITTED IN
RISERS. 30" MINIMUM TO TOP OF WATER MAIN
8" I.D. 12"
8" 14-1/4" 6"8"

TRACER WIRE

WATER MAIN

WATER VALVE
1-1/2" (MIN) PAVING
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: 2023-XXX DATE:

CITY OF OAKDALE

WATER VALVE BOX
3-A
09-01-23
NOTES:

1. SEE SECTION 3 OF SPECIFICATIONS FOR APPROVED MATERIALS.

2. USE VALVE EXTENSION ON OPERATING NUTS DEEPER THAN 48". EXTENSION SHALL BE A PLACER WATERWORKS "RECYCLED WATER VALVE STEM EXTENSION" OR APPROVED EQUAL.

MECHANICAL COMPACTION

UNDER COLLAR
CHRISTY G-5 VALVE
BOX AND "WATER" LID
268

METER PAD
SEE DWG 3-D

STAINLESS STEEL INSERT
1-1/4" x 10-3/4" METER IDLER

REMOVE TO INSTALL METER

SHUT-OFF VALVE

CURB STOP

FIBERGLASS ROD FOR ENDPOINT
(IF REQ'D FOR CLEARANCE)

SEE DETAIL BELOW FOR

CONNECTION TO WATER MAIN
PLAN

CURB AND GUTTER
24" MIN. COVER

BELOW BOTTOM OF CURB

WATER MAIN

TAPPING SADDLE

DOUBLE STRAP
(STAINLESS,

EPOXY COATED)

CORP STOP

STAINLESS STEEL INSERT
45°' MAX.

CONNECTION AT MAIN

METER BOX & LID

METER COUPLING

SECTION
DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION: 2023-XXX
ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
1" WATER SERVICE
(RESIDENTIAL)
09-01-23
3-B
NOTES:

1. SEE SECTION 3 OF SPECIFICATIONS FOR APPROVED MATERIALS. (SHOW W/METER)
(SHOW W/IDLER)

SHUT-OFF
VALVE

METER & TELEMETER
(BUILDER REMOVES

IDLER & INSTALLS
METER)

CURB STOP

NO CRIMPING OF POLY PIPE
2" CLEAR MIN.

TO E.R.T.
1" SCHEDULE 80,

MALE THREAD ADP
1" MODEL 55 BADGER

METER, ORION ERT

SIDEWALK
12" MIN.
(TYP.)
6" MIN. OF 3/4"

CRUSHED ROCK
6" MAX.
4"±
90% COMPACTION

UNDER BOX

2.0% (MAX)
269

STAINLESS STEEL INSERT

WATER MAIN

SIDEWALK

CURB AND GUTTER

CURB STOP
2" STRAIGHT COUPLING
POUR 6" CONCRETE LIP
AROUND ENTIRE BOX.
2" POLYETHYLENE PIPE,
COPPER TUBE SIZE.
2" CORP STOP
2" STRAIGHT COUPLING
NOTES:

1. SEE SECTION 3 OF SPECIFICATIONS FOR APPROVED MATERIALS.

2. IF THE SERVICE TRENCH IS IN EXISTING PAVING, THE PAVEMENT SHALL BE REPLACED AS PER SPECIFICATIONS FOR MAIN LINE TRENCH.

3. CURB, GUTTER AND SIDEWALK SHALL BE INSTALLED AFTER WATER SERVICE INSTALLATION UNLESS OTHERWISE NOTED.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING CURB, GUTTER AND SIDEWALK INCURRED DURING WATER SERVICE INSTALLATION OR SETTLING OF THE TRENCH.

5. SERVICE LINE SHALL BE A MINIMUM OF 24" BELOW BOTTOM OF CURB.

6. LANDSCAPE WATER SHALL USE A 2" TURBO METER WITH INTEGRAL STRAINER.

7. DOMESTIC WATER SHALL USE A 2" DISC METER.
12" +/- 2" MIN.
4"± 12" MAX

STAINLESS STEEL INSERT
45° MAX.

SEE DETAIL BELOW FOR

CONNECTION TO WATER MAIN

METER BOX & LID
DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION: 2023-XXX
ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2" WATER SERVICE
(COMMERCIAL)
09-01-23
3-C 24" MIN.

TAPPING SADDLE

DOUBLE STRAP
(STAINLESS,

EPOXY COATED)

CONNECTION AT MAIN

RIGID PIPE FROM METER

TO BACK FLOW
2" "WING STYLE" METER REQUIRED
12" MIN.
(TYP.)
6" MIN. OF 3/4"

CRUSHED ROCK
USE 2" CTS PACK JOINT
(90 DEGREES) AS NEEDED

FOR SHALLOW LINES
270

METER BOX
VARIES VARIES 3'-0"
6'-6"
3'-3" 3'-3"
12" 12"

CONCRETE
METER

BOX PAD
BACK OF SIDEWALK5-1/2"
3" 3" 3"9-1/2" ±1"

METER BOX

VARIES VARIES
BACK OF SIDEWALK 5-1/2" 3"
5-1/2" 5-1/2"

DUAL INSTALLATION

SINGLE INSTALLATION
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: 2023-XXX DATE:

CITY OF OAKDALE

METER BOX PAD
3-D
09-01-23
NOTES:

1. SEE SECTION 3 OF SPECIFICATIONS FOR APPROVED
MATERIALS.

2. USE CHRISTY METER BOX AND FIBERLYTE LIDS.

3. ALL METER BOX CONCRETE PADS TO HAVE MINIMUM

1.5% SLOPE TOWARDS THE SIDEWALK.

4. PROVIDE 90% COMPACTION UNDER PAD.

5. PROVIDE RETAINING WALLS AROUND BOX PAD AS
NEEDED TO MEET LOT GRADES.

6. SEE DRAWING NO. 3-O FOR PADS THAT INCLUDE A
SAMPLING STATION (DRAWING NO. 3-M. PROPERTY LINE 9-1/2" ±1" 4'-3"
5-1/2" 5-1/2"
271
CURB
NOTES:

1. SEE SECTION 3 OF SPECIFICATIONS FOR APPROVED MATERIALS.

2. BREAK OFF BOLTS ARE TO BE HOLLOW BOLTS LOCATED THROUGH THE FIRE HYDRANT FLANGE WITH THE BOLTS POINTING DOWN.

3. ALL HYDRANTS SHALL BE POSITIONED SUCH THAT THE 4-1/2" DISCHARGE IS 0 DEGREES TO AND POINTING INTO THE STREET. 6" D.I.P.,
OR P.V.C.

CONCRETE THRUST BLOCK

CLOW RESILIENT

WEDGE OR MUELLER

RESILIENT SEAT, OR
EQUAL. GATE VALVE IS
TO BE BOLTED TO TEE.
6" FLG X MJ GATE
VALVE.

CONCRETE THRUST
BLOCK 30" MINIMUM
18" 5'-0" SIDEWALK

SECTION

RESIDENTIAL
TRACER WIRE W/ 2"

LOOP ABOVE GROUND

FIRE HYDRANT (MUST BE INSTALLED LEVEL)

WATER MAIN
19" TO 27"
2" CLEAR

BREAK OFF BOLTS (HOLES DOWN)
6" BREAK OFF SPOOL
PLATED
SOLID
BOLTS

COMMERCIAL
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: 2023-XXX DATE:

CITY OF OAKDALE

FIRE HYDRANT
3-E
09-01-23

VALVE BOX - SEE
DETAIL 3-A
12" THICK, 3' x 3'

CONCRETE PAD

TRACER WIRE (TYP)
MIN.

BACK OF CURB 10' WALK BACK OF WALK
18"

FIRE HYDRANT

BACK OF CURB
5' WALK
18"

FIRE HYDRANT

LANDSCAPE
5' WALK
18" BACK OF WALKBACK OF WALK

BACK OF CURB

DISCHARGE LOCATION

FIRE HYDRANT
2-1/2" DISCHARGE
2-1/2" DISCHARGE
4-1/2" DISCHARGE FIRE

HYDRANT
SEE NOTE 3 REGARDING

FIRE HYDRANT DISCHARGE
2-1/2" DISCHARGE
4-1/2" DISCHARGE FIRE

HYDRANT
(RESIDENTIAL, "CLOW 850") (COMMERCIAL, "CLOW 860")
FIRE HYDRANT 12"
272

THRUST BLOCK DIMENSIONS
FITTINGS SIDE "A" SIDE "B"
6" & 8" LINE
22-1/2 2'-0" 2'-0"
45°

MINIMUM THRUST BLOCK AREAS
(IN SQUARE FEET)
TEE
4" 1.5 SF 2 SF 1.5 SF 1 SF 1.5 SF
6" 3 SF 4.5 SF 2.5 SF 1.5 SF 3 SF
8" 5 SF 7 SF 4 SF 2 SF 5 SF
10" 8.5 SF 11.5 SF 6.5 SF 3.5 SF 8.5 SF
12" 11.5 SF 16.5 SF 9 SF 4.5 SF 11.5 SF
NOTES:

1. SEE SECTION 3 OF SPECIFICATIONS FOR APPROVED MATERIALS.

2. AREAS ARE FOR 150 POUNDS PER SQUARE INCH WATER PRESSURE AND SANDY TYPE SOILS. AREAS SHALL BE DOUBLED FOR CLAY TYPE SOILS.

3. BLOCKING SHALL BE MADE OF CLASS "B" CONCRETE AND SHALL BE PLACED BETWEEN UNDISTURBED GROUND AND THE FITTING TO BE ANCHORED. THE BLOCKING SHALL BE PLACED SO THAT THE JOINTS OF THE PIPE AND FITTINGS WILL BE ACCESSIBLE FOR REPAIR.

4. THRUST BLOCKS SHALL BE CONSTRUCTED AT PIPE DIAMETER CHANGES AND AT OTHER FITTINGS NOT LISTED, AND SHALL BE PLACED AS DIRECTED BY THE ENGINEER.

5. CONCRETE SHALL BE A MINIMUM OF 12" THICK.

PIPE SIZE 90
BEND
45 BEND
22-1/2
BEND

DEAD END
3'-0" 3'-0"
90° 4'-0" 3'-0"
TEE 3'-0" 3'-0"
DEAD END 3'-0" 3'-0"
FITTINGS SIDE "A" SIDE "B"
10" LINE
FITTINGS SIDE "A" SIDE "B"
12" LINE
22-1/2 3'-0" 2'-0"
22-1/2 3'-6" 3'-6"
45° 4'-0" 4'-0"
45° 5'-0" 5'-0"
90° 5'-0" 4'-0"
90° 6'-0" 7'-4"
TEE 4'-0" 3'-6"
TEE 5'-7" 5'-7"
4'-0" 3'-6"
4'-10" 4'-10"

DEAD END
DEAD END SIDE "B"
SIDE "A" SIDE "B" SIDE "B"
SIDE "A"
SIDE "A"

ANGLE DEAD END
TEE
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: 2023-XXX DATE:

CITY OF OAKDALE

THRUST BLOCK
3-F
09-01-23
273
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: 2023-XXX DATE:

CITY OF OAKDALE

WATER BLOW-OFF
3-G
09-01-23

WATER MAIN (SIZE VARIES)
2 1/2" BRASS FIRE HOSE
ADAPTER, WITH 2 1/2" BRASS

FIRE CAP
ALL FITTINGS TO BE 2" GALVANIZED STEEL,
WRAPPED IN 10 MIL TAPE
(SEE NOTE 2 FOR EXCEPTION)

THRUST BLOCK POURED

IN-PLACE AGAINST

UNDISTURBED EARTH
DUCTILE IRON CAP TAPPED 2".

SEE NOTE 2 FOR LARGER DIAMETER WATER MAIN.
18" TO 39"
NATIVE GROUND 6" 6"
24" 24"

CONCRETE PAD AROUND BOX
2" BRASS CURB STOP
NOTES:

1. SEE SECTION 3 OF SPECIFICATIONS FOR APPROVED MATERIALS.

2. WATER MAINS THAT ARE 10" OR LARGER SHALL USE AN ECCENTRIC IRON CAP WITH 4" BLOWOFF.

CHRISTY G-8 BOX AND LID
30" (MIN) FOR PAVED AREAS
36" (MIN) FOR UNDEVELOPED
274

PROPERTY LINE

BACK OF SIDEWALK

BACKFLOW PROPERTY LINE

ASSEMBLY SHALL BE LOCATED AS CLOSE TO THE SERVICE

CONNECTION AS POSSIBLE WITH NO CONNECTIONS

BETWEEN THE WATER METER AND THE BACKFLOW

PREVENTION ASSEMBLY

ASSEMBLY SHALL BE HORIZONTAL AND

LEVEL UNLESS APPROVED FOR OTHER

ORIENTATION(S)

ALL PIPING SHOULD BE

HYDRAULICALLY CALCULATED BY

WATER USER FOR ONSITE USAGE

ONSITE THERMAL EXPANSION

CONTROL (AS NEEDED)

SUPPORTS
(AS NEEDED)

THRUST BLOCKS
(AS NEEDED)
METER
CURB
FLOW
NOTES:

1. SEE SECTION 3 OF SPECIFICATIONS FOR APPROVED MATERIALS.

2. BACKFLOW PREVENTION ASSEMBLIES ARE TO BE USED WITHIN THEIR RATED OPERATING CONDITIONS.

3. PRESSURE: BACKFLOW PREVENTION ASSEMBLIES TYPICALLY HAVE MAXIMUM WORKING WATER PRESSURES (MWWP) OF 150 PSI (1034 KPA) OR 175 PSI. ASSEMBLIES ARE DESIGNED TO OPERATE CONTINUOUSLY AT THIS PRESSURE, WHICH IS IDENTIFIED ON THE ASSEMBLY.

4. ALL INSTALLATIONS OF BACKFLOW PREVENTION ASSEMBLIES MUST BE IN COMPLIANCE WITH STATE AND LOCAL PLUMBING CODES.

CONTACT LOCAL ADMINISTRATIVE AUTHORITY FOR DETAILED REQUIREMENTS.

5. ALL ABOVE GROUND PIPING AND FITTINGS SHALL BE COPPER, NO-LEAD BRONZE, NO-LEAD GALVANIZED, OR DUCTILE IRON.

6. ALL PLUMBING FROM METER TO BACKFLOW SHALL BE RIDGED COPPER OR NO-LEAD BRONZE PIPING (CONSULT CITY STAFF).

SERVICE CONNECTION INSTALLATION GUIDELINES

SERVICE CONNECTION EXAMPLE LOCATIONS
5' WALK

DISTANCE VARIES
10'

LIP OF GUTTER

FACE OF CURB

BACK OF SIDEWALK

LIP OF GUTTER

FACE OF CURB
DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION: 2023-XXX
ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES

COMMERCIAL BACKFLOW

CONFIGURATION
09-01-23
3-H

WATER METER

WATER METER
10'

RIGID PIPE,
SEE NOTE 6
275

FLOW IN

FLOW FROM METER

FLOW OUT

FLOW FROM METER

BALL VALVES
PLAN

THERMAL PROTECTION COVER

TO BE APPROVED BY CITY PRIOR

TO ORDERING
6" MIN DISTANCE VARIES 6" MIN
95% COMPACTION

ALL GALVANIZED RISERS
AND FITTINGS 12" MIN.

THERMAL PROTECTION COVER

STAINLESS STEEL OR POWDER

COATED SECURITY ENCLOSURE

WITH ROUNDED CORNERS
(APPROVED BY CITY ENGINEER

PRIOR TO INSTALL)

SIDEWALK, PLANTER

OR LAWN, FINISHED

GRADE, VARIES
"Y" STRAINER

STAINLESS STEEL SECURITY ENCLOSURE
"SINGLE SWING" OR "DOUBLE SWING"
36" MAX.
12" MIN.
4" THICK (CLASS "B")

CONCRETE PAD

SECTION
4" THICK (CLASS "B")

CONCRETE PAD
NOTES:

1. SEE SECTION 3 OF SPECIFICATIONS FOR APPROVED MATERIALS.

2. CONTACT WATER DEPARTMENT FOR ALL INSPECTIONS AT 209-845-3613.

3. INSTALL 12" AIR GAP MINIMUM FROM BOTTOM OF RELIEF VALVE (CONSULT TITLE 17 & 22 CAL. REGULATIONS FOR DRINKING WATER).

4. PLUMBING INSTALLED BY LICENSED CONTRACTOR.

5. BACKFLOW DEVICE SIZE IS TO BE SAME SIZE AS EXISTING SERVICE LINE.

6. CONTRACTOR / DEVELOPER TO PROVIDE IN-LINE METER IF REQUIRED BY CITY ENGINEER.

7. ALL ABOVE GROUND FITTINGS & DEVICES SHALL BE COPPER, NO-LEAD BRONZE, OR NO-LEAD GALVANIZED PIPE.

8. BACKFLOW DEVICE SHALL BE A REDUCED PRESSURE (RP) ASSEMBLY.

9. ALL PIPING FROM BACK OF METER THROUGH DEVICE AND ABOVE GROUND SHALL BE GALVANIZED.

DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: 2023-XXX DATE:

CITY OF OAKDALE

SMALL BACKFLOW (RP)
3-I
09-01-23

NO SECURITY ENCLOSURE AT

FIRE PROTECTION DEVICES

FROM PIPING FROM PIPING
"Y" STRAINER - INSTALLED HORIZONTAL
276
"Y" STRAINER

FLOW IN FLOW OUT
2' FROM

PIPE DISTANCE VARIES
2' FROM
PIPE
95% COMPACTION

DUCTILE IRON PIPE
(TYPICAL)

CRANE PIPE

SUPPORTS
BACKFLOW ASSEMBLY 42" MIN.

STAINLESS STEEL SECURITY ENCLOSURE
"SINGLE SWING" OR "DOUBLE SWING"

THERMAL PROTECTION COVER

SIDEWALK, PLANTER

OR LAWN, FINISHED

GRADE VARIES

THRUST BLOCK

THERMAL PROTECTION

COVER TO BE APPROVED BY

CITY PRIOR TO ORDERING
6" THICK (CLASS "B")

CONCRETE PAD
2' FROM

CL OF PIPE
PLAN

SECTION
36" MAX.
12" MIN.

NOTES:

1. SEE SECTION 3 OF SPECIFICATIONS FOR APPROVED MATERIALS.

2. CONTACT WATER DEPARTMENT FOR ALL INSPECTIONS AT 209-845-3613.

3. INSTALL 12" AIR GAP MINIMUM FROM BOTTOM OF RELIEF VALVE (CONSULT TITLE 17 & 22 CAL. REGULATIONS FOR DRINKING WATER).

4. ALL CONNECTIONS ON ASSEMBLY TO BE FLANGED.

5. BACKFLOW DEVICE SIZE IS TO BE SAME SIZE AS EXISTING MAIN OR SERVICE CONNECTION.

6. CONTRACTOR / DEVELOPER TO PROVIDE IN-LINE METER IF REQUIRED BY CITY ENGINEER.

7. ALL ABOVE GROUND PIPING AND FITTINGS SHALL BE COPPER, NO-LEAD BRONZE, OR DUCTILE IRON.

DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: 2023-XXX DATE:

CITY OF OAKDALE

LARGE BACKFLOW (RP)
3-J
09-01-23
(FOR 3" TO 10" SERVICES)

STAINLESS STEEL OR POWDER

COATED SECURITY ENCLOSURE
(APPROVED BY CITY ENGINEER

PRIOR TO INSTALL)

NO SECURITY ENCLOSURE AT

FIRE PROTECTION DEVICES
277

FLOW IN FLOW OUT

IN-LINE TEST PLATE
TEE

FLANGE X FLANGE X MJ TEE

CHAIN (GALVANIZED COATED) AND

PADLOCK (BREAK-A-WAY) GATE VALVES

PER FIRE DEPARTMENT CODE

REDUCED PRESSURE ZONE BACKFLOW

PREVENTER ASSEMBLY

DUCTILE IRON

PIPE (TYPICAL)
FINISH GRADE 36"
95% COMPACTION MIN.

CRANE PIPE

SUPPORTS
SEE
NOTE 7.

BLIND FLANGE

TO BE INSTALLED AFTER RP

IS REMOVED
NEW

CONSTRUCTION

EXISTING MAIN
NOTES:

1. SEE SECTION 3 OF SPECIFICATIONS FOR APPROVED MATERIALS.

2. CONTACT WATER DEPARTMENT FOR ALL INSPECTIONS AT 209-845-3613.

3. INSTALL 12" AIR GAP MINIMUM FROM BOTTOM OF RELIEF VALVE (CONSULT TITLE 17 & 22 CAL. REGULATIONS FOR DRINKING WATER).

4. ALL CONNECTIONS ON ASSEMBLY TO BE FLANGED.

5. BACKFLOW DEVICE SIZE IS TO BE SAME SIZE AS EXISTING MAIN.

6. CONTRACTOR / DEVELOPER TO PROVIDE IN-LINE METER IF REQUIRED BY CITY ENGINEER.

7. ALL ABOVE GROUND PIPING AND FITTINGS SHALL BE DUCTILE IRON, OR NO-LEAD GALVANIZED (2" OR SMALLER).

8. TEMPORARY BACKFLOW DEVICE SHALL BE REDUCED PRESSURE (RP) ASSEMBLY. 36" MAX.
12" MIN.

DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: 2023-XXX DATE:

CITY OF OAKDALE

TEMPORARY BACKFLOW (RP)
3-K
09-01-23
278
12"
MIN.
"Y" STRAINER
36"
MAX.

FLOW IN FLOW OUT

FINISH GRADE
95% COMPACTION
6" CONCRETE PAD
THRUST BLOCK 42" MIN.

CRANE PIPE

SUPPORTS

DUCTILE IRON

PIPE (TYPICAL)

THERMAL PROTECTION COVER

TO BE APPROVED BY CITY

PRIOR TO ORDERING

CHAIN (GALVANIZED COATED) AND PADLOCK
(BREAK-A-WAY) GATE VALVES PER FIRE

DEPARTMENT CODE
NOTES:

1. SEE SECTION 3 OF SPECIFICATIONS FOR APPROVED MATERIALS.

2. IF FIRE SYSTEM INCLUDES BOOSTER PUMP OR INJECTION SYSTEM, THEN BACKFLOW MUST BE RP DEVICE (SEE DETAIL 3-K).

3. CONTACT WATER DEPARTMENT FOR ALL INSPECTIONS AT 209-845-3600.

4. INSTALL 12" MINIMUM FROM BASE OF UNIT (CONSULT LOCAL CODE).

5. ALL CONNECTIONS ON ASSEMBLY TO BE FLANGED.

6. BACKFLOW DEVICE SIZE IS TO BE SAME SIZE AS EXISTING MAIN.

7. CONTRACTOR / DEVELOPER TO PROVIDE IN-LINE METER IF REQUIRED BY CITY ENGINEER.

8. ALL ABOVE GROUND PIPING AND FITTINGS SHALL BE NO-LEAD BRONZE, OR DUCTILE IRON.

9. IF A BOOSTER PUMP STATION OR CHEMICALS ARE PRESENT, A REDUCED PRESSURE (RP) ASSEMBLY SHALL BE INSTALLED.

DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: 2023-XXX DATE:

CITY OF OAKDALE

DOUBLE DETECTOR CHECK
3-L
09-01-23
(FOR FIRE LINES)

RISING STEM

FLANGED TEE
4"X2-1/2"X2-1/2" FIRE DEPARTMENT CONNECTOR
(F.D.C.) ALIGN IN HORIZONTAL POSITION
4" CHECK
VALVE

FLANGED ELBOW

WITH SEPARATE FDC

SEE DETAIL ABOVE

FOR ATTACHED FDC

RISING STEM
DETAIL
279
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: 2023-XXX DATE:

CITY OF OAKDALE

SAMPLING STATION
3-M
09-01-23
6" MIN. OF 3/4"

CRUSHED ROCK
12" MIN.
12" MIN.

ALUMINUM HOUSING
ECLIPSE 88 SAMPLING STATION

ALUMINUM BASE
REMOVE 1/4" TUBING

AND PLUG AT BASE
G-5 BOX WATER LID SET

IN CONCRETE PAD
3/4" ELBOW
4"
1-1/4" X 3/4" BUSHING
FORD BALL VALVE 90°
CURBSTOP B11-333W
NOTES:

1. ALL STATIONS SHALL BE ENCLOSED IN AN "ECLIPSE 88 SAMPLING STATION (WINTER EDITION)". STATIONS SHALL BE FULLY ENCLOSED AND LOCKABLE.

2. ALL ABOVE GROUND PIPING SHALL BE BRASS OR GALVANIZED.

3. ALL MATERIALS SHALL COMPLY WITH CALIFORNIA NO LEAD REQUIREMENTS.

4. SEE DRAWING NO. 3-O FOR SAMPLING STATIONS INSTALLED WITH METER BOX PADS. 95%

COMPACTION

BRICK (TYP)
4" GALVANIZED STEEL PIPE
3'x3' CONCRETE PAD 12"
1" IPS POLY

CURBSTOP SHALL BE
INSTALLED INSIDE G-5 BOX

WATER MAIN

TAPPING SADDLE

DOUBLE STRAP
(STAINLESS,

EPOXY COATED)

CORP STOP
45°' MAX. 36" - 48"
3/4" GALVANIZED, WRAPPED
WITH 10 MIL TAPE
280
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: 2023-XXX DATE:

CITY OF OAKDALE

AIR RELIEF VALVE
3-N
09-01-23
NOTES:

1. SADDLES, GATE VALVES, FITTINGS, ETC., SHALL BE BRONZE & SHALL MATCH COMBINATION AIR RELEASE VALVE SIZE.

2. ALL MATERIAL SHALL COMPLY WITH CALIFORNIA NO LEAD REQUIRMENTS.

METALLIC PEDESTAL ENCLOSURE
REL-TEC TV36088MNT (OR EQUAL)
3/4" DRAIN ROCK
ARV CRISPIN PL-20 OR

APPROVED EQUAL
PROVIDE CHRISTY B-36-61-G
STEEL TRAFFIC LID MARK COVER "A.R.V."
PROVIDE THREE 3/4" HOLES IN COVER
PROVIDE CHRISTY B-36 UTILITY BOX (OR EQUAL)

WITH EXTENSIONS AS REQUIRED

SWING JOINT WITH
TWO 90° ELLS

CORPORATION STOP

WATER MAIN

CITY STANDARD SERVICE SADDLE (XX-XX)

VERTICAL INSTALLATION
2" CTS POLYETHYLENE PIPE
STRAP
4" CONCRETE PAD
2" BALL VALVE
3/4" DRAIN ROCK

SIDEWALK
(WHERE APPLICABLE)
12" ALL
AROUND
"TEE" FENCE POST SUPPORT
36" MIN. BURY 4"
SLOPE
6" 6"6"
6"
SEE NOTE 1 FOR MATERIAL TYPE
281

PROPERTY LINE
DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION: 2023-XXX
ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES

METER BOX PAD &

SAMPLING STATION
09-01-23
3-O
5-1/2" 3" 3"
6"
(MIN)
5-1/2"
5-1/2"
5-1/2"
3' (TYP)
NOTES:

1. SEE DRAWING NO. 3-D "METER BOX PAD" AND 3-M "SAMPLING STATION" FOR ADDITIONAL NOTES & DETAILS.

ECLIPSE 88 SAMPLING STATION

METER BOX
3"
3"

METER BOX
6"
(TYP)
9-15/16" 9-15/16" 3'-7
916
" 3'-7
916
"
G-5 BOX WATER LID
LABELED "WATER",

SET IN CONCRETE
PAD

BACK OF SIDEWALK

BACK OF SIDEWALK
3" 2'-8" (TYP)
282
B.O.W.

A.C.

A.B. 42" MINIMUM FROM FLOW LINE OF CURB.

SLOPE: 1/4" PER FT. MIN.

MARK "S" ON CURB FACE
OVER SERVICE.

FLOW LINE OF CURB.

FINISHED GRADE.

PIPE O.D.

PLUS 6"
EACH SIDE.
4" V.C.P.,
D.I.P., PVC.

NOTES:

1. PIPE JOINT SHALL NOT SUPPORT WEIGHT OF PIPE.

2. LATERAL SIZE TO BE DETERMINED BY DEVELOPER AND APPROVED BY THE CITY ENGINEER.

3. IN STREETS WHERE FLOWLINE OF MAIN SEWER IS MORE THAN 5 FEET BELOW FINISHED GRADE. A RISER WITH A 45° ELBOW MAY BE USED UP TO A POINT 5 FEET BELOW CURB GRADE, OR HOUSE CONNECTION MAY BE PLACED ON A UNIFORM SLOPE UP TO A POINT 3 FT.

BELOW TOP OF CURB.

4. IF COVER IS LESS THAN 2'-6", ENCASE PIPE IN CONCRETE, MINIMUM OF 4" THICK.

5. SEWER LATERALS LOCATED IN DRIVEWAYS SHOULD BE AVOIDED WHEN POSSIBLE.

6. HOUSE LATERAL TO BE PLACED UNDER CURB AND SIDEWALK BY DRILLING 8" (MAX. DIA.) TUNNEL AND PLACING PIPE WITH NEOPRENE BANDED JOINTS WHEN STREET IMPROVEMENTS EXIST.
3" TO 5" THREADED PLUG
GLUE

FINISHED GRADE

CLEANOUT
SEE DETAIL "A" ABOVE

DETAIL A
3/4" DIA
CRUSHED ROCK 6"
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: 2023-XXX DATE:

CITY OF OAKDALE

SEWER LATERAL
4-A
09-01-23
18"
SEE DETAIL 7-A IF INSTALLED

IN EXISTING STREET

LEAVE PLUGGED IF CONNECTION

FROM BUILDING TO CLEANOUT

NEEDS TO BE HIGHER

DETAIL B

PROFILE VIEW

PLAN VIEW
8"x4" (TYP.) PVC WYE

BRANCH FITTING
4" SEWER LATERAL PIPE
4" SEWER LATERAL PIPE
4" 45° ELBOW. ROTATE FITTING
TO PROVIDE PROPER VERT. &

HORIZ ALIGNMENT
4" 45° ELBOW. ROTATE FITTING

TO PROVIDE PROPER VERTICAL
& HORIZONTAL ALIGNMENT

SEE DETAIL
"B" ABOVE
45°' FLOW
FLOW
1/4" PER FOOT MIN.

TWO-WAY CLEANOUT
6"

SIDEWALK

SIDEWALK

CLEANOUT BOX,
CHRISTY F08
283
BUILDING SERVICE SDR-26

EXISTING SEWER LATERAL OR
SUBTRUNK SDR-26

NEOPRENE AND STAINLESS

STEEL BANDS (SHEAR COUPLING)
MAXIMUM 1/4" GAP EACH END
(TOTAL GAP - 1/2" MAXIMUM)
NOTES:

1. A SYNTHETIC RUBBER WEDGED INSERTED TEE, "TAP-TITE", MAY BE SUBSTITUTED FOR THE ABOVE PROCEDURE.

2. CUTS ARE TO BE MADE WITH A PIPE CUTTING TOOL.

3. THERE SHALL BE NO MORE THAN TWO BANDS IN FIVE FEET OF LATERAL OR SUBTRUNK RUN.

4. SHEAR RINGS OF A TYPE APPROVED BY THE ENGINEER SHALL BE INSTALLED ON ALL JOINTS.

5. CUT-IN TEE SHALL BE USED FOR SEWER MAINS 5' OR DEEPER.

6. TEES AND WYES INSTALLED IN MAINS UNDER CONSTRUCTION SHALL BE INSTALLED CONCURRENTLY WITH THE MAIN.

7. ALL FITTINGS, INCLUDING THE JOINTS, SHALL BE OF THE SAME TYPE AND MATERIAL AS THE MAIN.

8. CUT-IN TEES WYES WILL NOT BE PERMITTED ON A MAIN UNDER CONSTRUCTION.

DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: 2023-XXX DATE:

CITY OF OAKDALE

CUT-IN WYE
4-B
09-01-23
284
MAX.
2" A.C.
4" A.B.

NOTES:

1. 2" TO 3" GRADE ADJUSTING RINGS REINFORCED AS REQUIRED.

2. STANDARD CONCENTRIC CONE SHALL CONFORM TO ASTM C418-61T.

3. STANDARD PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO ASTM C418-61T.

4. BOTTOM OF MANHOLE SHALL BE CONSTRUCTED FROM FLOWLINE TO FLOWLINE AND SHAPED TO CONFORM WITH THE DIAMETER OF THE PIPE AND DIRECTION OF FLOW.

5. GROUT ALL JOINTS. RUBBER GASKET, BELL SPIGOT BARRELS PREFERRED, OR USE "RAM NEK" OR APPROVED EQUAL.

6. MANHOLE COVER TO BE MARKED "SEWER".

7. ADJUST FRAME TO GRADE AFTER PAVING.
12"
CLASS "B"

CONCRETE VARIES VARIES

SEWER MAIN

SIZE VARIES
CLASS "B"

CONCRETE
5" 4'-0" 8" MIN.
2'-0" 3" 2'-6"
6" 6"

SEWER MAIN
A FLOW
PLAN

SECTION A

SEWER MAIN
A
FLOW 20" MAX. 2" 4" 2"
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: 2023-XXX DATE:

CITY OF OAKDALE

SEWER MANHOLE
4-C
09-01-23 12"

NO GAP - USE

STARTER BARREL
OR CONE (TYP.)
GROUT PER NOTE 5
3/4" DIA CRUSHED ROCK
(PRECAST BASE) 6"
285

SEWER MAIN
SDR-26
SDR-26

PIPE SIZE
VARIES

DROP CONNECTION OPTIONAL

TO BE USED WHERE SHOWN

ON PLANS VARIES
5" 48" DIAMETER 5"
MIN. MIN. VARIES VARIES

SHELF SLOPE
1:12

IF MORE THAN
36" DROP 20" MAX.

SHELF
48" SHELF
DIA.

INLET
SDR-26
SDR-26
NOTES:

1. USE CONCENTRIC REINFORCED CONCRETE CONE, ECCENTRIC REINFORCED CONCRETE CONE OPTIONAL, TO BE APPROVED BY THE CITY ENGINEER.

2. PIPE SHALL BE LAID THROUGH THE MANHOLE, THEN SMOOTHLY BROKEN OUT AFTER BASE CONCRETE HAS SET. CONCRETE SHALL HAVE A SMOOTH, UNIFORM, STEEL TROWEL FINISH. AFTER PIPE IS BROKEN OUT, ADDITIONAL GROUT SHALL BE APPLIED, AND BRUSHED SMOOTH.

3. WHERE INCOMING AND OUTGOING SEWERS IN MANHOLE VARY IN SIZE, EXTEND LOWER HALVES OF SEWER PIPES BEYOND INSIDE OF WALL AND SHAPE A SMOOTH, EVEN TRANSITION CHANNEL BETWEEN PIPES.

4. MATCH CROWN OF PIPE AT MANHOLES JOINING DIFFERENT SIZE PIPES, IF LARGER IS DOWNSTREAM.

5. DROP MANHOLE ARE TO BE USED IF THERE IS MORE THAN 36" DROP FROM INV. TO INV.

PLAN

SECTION A
4" 4" CHANNEL 4"
SDR-26
A
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: 2023-XXX DATE:

CITY OF OAKDALE

DROP MANHOLE
4-D
09-01-23

NO GAP - USE

STARTER BARREL
OR CONE (TYP.) 3/4" DIA CRUSHED ROCK
(PRECAST BASE) 6"
6"
MIN. CLASS "B" CONCRETE BASE

WATER STOPS ON ALL

PVC MAINS & LATERALS
(TYP)
286
3"
MIN.

SDR-26
MIN.

FLOW
A.B.
6" CLASS "B" CONCRETE
COLLAR

NATIVE SOIL

NATIVE SOIL

MANHOLE CONCRETE

BASE, CONE AND RISER
FLOW
6" CLASS "B"

CONCRETE COLLAR
2" A.C. MIN.

NATIVE SOIL
6" CLASS "B" CONCRETE
2" A.C. MIN.

NOTES:

1. PINKERTON A-163 MANHOLE ASSEMBLY.

2. FRAME PART NO. A-164 - APPROXIMATE WEIGHT = 230 LBS.

3. COVER PART NO. A-165 - APPROXIMATE WEIGHT = 168 LBS.

SDR-26 SEWER MAIN
12"
8" 8" MIN. 30" MINIMUM 24" MINIMUM
PLAN

SECTION A
A A
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: 2023-XXX DATE:

CITY OF OAKDALE

TERMINAL CLEANOUT
4-E
09-01-23

NO GAP - USE

STARTER BARREL
OR CONE (TYP.)

WATER STOPS ON ALL

PVC MAINS & LATERALS

IN CONCRETE
287

ELEVATION

SECTION
MAX.
12" 12"
MAX.

GROUND LINE
GROUND LINE 12" MAX.

UNDISTURBED EARTH
CLASS "B"

CONCRETE

UNDISTURBED EARTH

PIPE DIAMETER
VARIES, SDR-26 TRENCH DEPTH

LENGTH-VARIES PER PLAN
TRENCH WIDTH 4" MIN.
4"
MIN. VARIES
4"
MIN. 4" MIN. 12" MAX.

NOTES:

1. CONCRETE TYPE REINFORCEMENT SHALL EXTEND TO UNDISTURBED EARTH.

2. THIS METHOD SHALL ONLY BE USED IF APPROVED BY CITY ENGINEER.

DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: 2023-XXX DATE:

CITY OF OAKDALE

CONCRETE ENCASEMENT
4-F
09-01-23
(IF LESS THAN 30" COVER)
288
1260 4'-0" 12'-6" 4'-0" 3'-6" 2'-0" 0'-6" 2'-0" 3'-10"
X
4'-4"
3/8"

ALUMINUM
PLATE
4"
866 3'-5" 10'-3" 4'-0" 2'-5" 2'-0"
PLATE

ALUMINUM
3/8"
3'-10"
X
0'-6" 1'-9" 3'-10" 4"
510 3'-0" 9'-6" 3'-0" 2'-6" 1'-6" 4 1/2" 1'-6" 2'-10"
X
3'-4"
1/4"
STEEL
PLATE
4"

A B C D E F G

CAPACITY

GALLONS
COVER
SIZE
METAL
COVERS
PIPE
SIZE

DIMENSIONS

OPTIONAL SIDE INLET
4" (TYP.)
6" (TYP.)
6" (TYP.)
4" (TYP.)
PLAN
F 1'-10" 3" 1'-0" 6"
SDR-26 TYPICAL
SDR-26 TYPICAL

CLEANOUT & VENT AS REQUIRED BY

PLUMBING CODE
A
G
D 1'-10"
1'-8" 6'-6" C+2"
E
B
C
STATIC
WATER
LEVEL
NOTES:

1. TRAFFIC LIDS TO BE INSTALLED IN TRAFFIC AREAS.

SECTION A
A
A
DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2022-XXX SAND & GREASE

INTERCEPTOR
09-01-23
4-G
289

CONCRETE PIPE
2"
CATCH BASIN ASSEMBLY SEE NOTE 1
24" 6"
3'-4" VARIES 6"
6"
12" 24" 12" 6"-8" 30" MIN
NOTE:

1. FRAME, SIDE INLET, AND GRATE SHALL CONFORM TO STANDARD SPECIFICATIONS OR APPROVED EQUAL.

2. FRAME AND GRATE SHALL BE GALVANIZED

SECTION
PLAN
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: 2023-XXX DATE:

CITY OF OAKDALE

CATCH BASIN
5-A
09-01-23

WATER STOPS ON ALL

PVC MAINS & LATERALS
(TYP)
290
2-1/4"
SILT
4'-6" DIAMETER
12" P.V.C. PIPE
12" P.V.C. PIPE

TRAFFIC RATED

FRAME AND GRATE
3'-0" DIAMETER
6" CONCRETE
COLLAR

CONCRETE SLAB
WITH WEEP HOLE 4'-O" MINIMUM 4"
1'-0" TO

INVERT OF
10" PIPE
24" INSIDE DIAMETER

SECTION A
PLAN
6"
12" 12"

WEEP HOLE
1-1/2" DIA DRAIN ROCK
A A 6"
6" CONCRETE COLLAR
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: 2023-XXX DATE:

CITY OF OAKDALE

CONCRETE PIPE INLET
5-B
09-01-23
1/4"

WATER STOPS ON ALL

PVC MAINS & LATERALS
(TYP)
291
6"
A.B.
6"
48"
12" 12"
24"
5" 2'-6" 8" 2"
A.C.
30" DIA PIPE
MAX

SIZE VARIES
CLASS "B" CONCRETE VARIES TO VARIES
NOTES:

1. 2"-3" CONCRETE GRADE RINGS AS REQUIRED.

2. STANDARD CONCENTRIC CONE SHALL CONFORM TO ASTM C418-61T.

3. STANDARD PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO ASTM C418-61T.

4. BOTTOM OF MANHOLE SHALL BE CONSTRUCTED FROM FLOWLINE TO FLOWLINE AND SHAPED TO CONFORM WITH THE DIAMETER OF THE PIPE AND DIRECTION OF FLOW (MATCH CROWNS).

5. GROUT ALL JOINTS. RUBBER GASKET BELL, SPIGOT BARREL PREFERRED OR USE "RAM NEK" OR APPROVED EQUAL.

6. MANHOLE COVER TO BE MARKED "STORM DRAIN".

7. ADJUST FRAME TO GRADE AFTER PAVING.

8. PVC PIPES MUST HAVE WATERTIGHT SEAL (DOUGHNUT).

GRADE RINGS
12" MAX

TRAFFIC RATED FRAME

AND GRATE
CLASS "B"

CONCRETE
12" MAX
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: 2023-XXX DATE:

CITY OF OAKDALE

STORM DRAIN MANHOLE
5-C
09-01-23
(MIN) PIPE SIZE

NO GAP, USE

STARTER

BARREL OR
CONE (TYP.)
3/4" DIA CRUSHED ROCK 6"

WATER STOPS ON ALL

PVC MAINS & LATERALS
(TYP)
292
60"
GREATER THAN 36"
8"
MIN. 8" MIN.

NOTES:

1. 2"- 3" GRADE ADJUSTING RINGS REINFORCED AS REQUIRED.

2. STANDARD CONCENTRIC CONE SHALL CONFORM TO ASTM C418-61T.

3. STANDARD PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO ASTM C418-61T.

4. BOTTOM OF MANHOLE SHALL BE CONSTRUCTED FROM FLOWLINE TO FLOWLINE AND SHAPED TO CONFORM WITH THE DIAMETER OF THE PIPE AND DIRECTION OF FLOW.

5. GROUT ALL JOINTS, RUBBER GASKET BELL SPIGOT BARREL PREFERRED OR USE "RAM NEK" OR APPROVED EQUAL.

6. MANHOLE COVER TO BE MARKED SEWER OR STORM DRAIN.

7. ADJUST FRAME TO GRADE AFTER PAVING. 12"
24"
GRADE RINGS 2'-6"
12" MAX VARIES
CLASS "B"

CONCRETE
A.C.

A.B. 12" 6"
6" 12" MAX
8"
DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX LARGE TRUNK

MANHOLE
09-01-23
5-D

TRAFFIC RATED FRAME

AND GRATE

PRECAST CONE

AND SECTIONS
60" TO 48" REDUCER BARREL. 6"
3/4" DIA CRUSHED ROCK
293
60°' 2" MIN.

SLOPE: 1/8"-1/4" PER FT. MAX. GUTTER FLOWLINE 6"
LC
6"
24" WIDE WIRE MESH 6"X6"#10,
6" 4"

SIDEWALK (TYPICAL)
GUTTER
(TYPICAL)
3" O.D., 12 GA. GALVANIZED STEEL PIPE OR
3" CAST IRON PIPE.

C.L. PIPE
24" OR 27"
24" WIDE WIRE MESH 6"X6"#10, 6" 6" 24"
3" O.D., 12 GA. GALVANIZED STEEL PIPE OR
3" CAST IRON PIPE.

DEEP JOINT
3" O.D., 12 GA. GALVANIZED STEEL PIPE OR
3" CAST IRON PIPE.

SECTION B

SECTION A
PLAN
A A
B
B

DEEP JOINT
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: 2023-XXX DATE:

CITY OF OAKDALE

SIDEWALK DRAIN
5-E
09-01-23
294

INTENSITY (INCHES PER HOUR)
.05
.04
.03
.10
.20
.30
.40
.50
1 2
3 4
10 20 30 40 50 100 200 300 500 1000 2000
100 YEAR
50 YEAR
25 YEAR
10 YEAR
5 YEAR
2 YEAR
.60
.70
.80
.90
400
DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX RAINFALL INTENSITY
CURVES
09-01-23
5-F
NOTES:

1. THESE RAINFALL INTENSITY CURVES ARE BASED ON CALIFORNIA DEPARTMENT OF WATER RESOURCES DATA ACCORDING TO COUNTY OF STANISLAUS 1989.

2. MINIMUM RETURN FREQUENCY FOR STORM DRAINAGE COLLECTION FACILITIES SHALL BE 5-YEAR.

3. MINIMUM RETURN FREQUENCY FOR CULVERTS AND RETENTION BASINS SHALL BE 5-YEAR.

DURATION MINUTES
295
5' MONOLITHIC WALK

SIDEWALK
24" 24"
4"
AVE OAK 500
R=1" (TYP.)
1/2" WHITE BORDER

HAWKINS
V14F-HS-2C4P

ASSEMBLY
NOTES:

1. SINGLE-BLADE SIGN SHALL BE .080 ALUMINUM BLANKS, WITH DOUBLE-SIDED TEXT.

2. FACE(S) OF SIGN WILL BE "SCOTCHLITE" WITH DIAMOND GRADE REFLECTIVITY, PER MUTCD STANDARDS. COLOR SHALL BE BROWN.

3. LETTERS - 6" SERIES "B" REFLECTIVE, HEAT ACTIVATED (WHITE).

4. LETTERS - 2 3/4" SERIES "B" REFLECTIVE, HEAT ACTIVATED (WHITE). 10' MONOLITHIC WALK PLANTER STRIP
PLANTING STRIP 9"6" 1" 1"
24" MIN.
1-5/32" 1-5/32"
2-3/4"
2-3/4
1-3/16"

DETAIL A

SEE DETAIL A
(RIGHT)

TOP OF CURB

TOP OF CURB

TOP OF CURB

BACK OF WALK
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: DATE:

CITY OF OAKDALE
2025-XXX STREET NAME SIGN
6-A
06-01-25
SEE DETAIL 6B
296
STOP
2" DIAMETER SCHEDULE 40 GALVANIZED PIPE
(STANDARD) OR UNISTRUT APPROVED BY CITY

ENGINEER
CLASS "B" CONCRETE

SPLIT AND SPREAD

OR BOLT
6"
DIA.
4" 2' MIN. 7' MINIMUM HEIGHT TO SIGN
4"
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: DATE:

CITY OF OAKDALE
2023-XXX STOP SIGN
6-B
09-01-23

STREET NAME SIGN
SEE DETAIL 6-A
NOTES:

1. ALL SIGNS SHALL HAVE ENGINEER GRADE REFLECTIVITY, PER MUTCD STANDARDS.

ENGINEER GRADE REFLECTIVITY
297
F.H.

F.H.

BLUE REFLECTOR

YELLOW REFLECTOR

BLUE REFLECTOR

CROSSWALKS

CENTERLINE
NOTES:

1. BLUE REFLECTORS ARE TO BE PLACED OPPOSITE OF AND PERPENDICULAR TO FIRE HYDRANTS WHEN POSSIBLE ON FIRE HYDRANT SIDE OF CENTERLINE.

2. BLUE REFLECTORS MAY NOT BE PLACED CLOSER THAN 8' TO CROSSWALKS, OR 8" FROM FIRE HYDRANT SIDE OF CENTERLINE. 8" 8"
8"
8"

ALIGN W/ FH

BLUE REFLECTORS ARE TO BE PLACED

OPPOSITE OF AND PERPENDICULAR TO

FIRE HYDRANTS WHEN POSSIBLE ON

FIRE HYDRANT SIDE OF CENTERLINE

BLUE REFLECTORS ARE TO BE PLACED OPPOSITE OF AND

PERPENDICULAR TO FIRE HYDRANTS WHEN POSSIBLE ON FIRE

HYDRANT SIDE OF CENTERLINE

ALIGN W/ FH
DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX BLUE REFLECTOR

PLACEMENT
09-01-23
6-C
298
CL
LEVEL 2"
6" 6"
CURB

SECTION

ELEVATION
2" X 12" D.F.

STRINGER WITH ALTERNATING

ORANGE & WHITE REFLECTIVE

TAPE PER CAL-TRANS STANDARDS
2 1/2" GALVANIZED BOLTS WITH
WASHERS @ EACH POST

CENTER POST IN

CONCRETE-TYPICAL

BARRICADE SIGNAGE TYPICAL,

SEE DETAIL A
4" X 4"

REDWOOD

POST PAINTED
WHITE.

VARIABLE 18"
8" O.C. MAXIMUM 6" 3'
12" 2'
4' 4'
VARIES
END

DETAIL A
2" X 12" D.F.

STRINGER WITH ALTERNATING ORANGE & WHITE

REFLECTIVE TAPE PER CAL-TRANS STANDARDS
30" X 30" YELLOW W31 "SCOTCHLITE" OR APPROVED

EQUAL ON ALUMINUM WARNING SIGN
18" X 18" RED TYPE (N) "SCOTCHLITE" WITH RED

REFLECTIVE BACKGROUND, OR APPROVED EQUAL ON

ALUMINUM WARNING SIGN
4" X 4" REDWOOD POST PAINTED WHITE.

DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX BARRICADE

DEAD END STREET
09-01-23
6-D
299
CURB

PROFILE

CENTERLINE
PLAN
CURB
CURB

CENTERLINE

EDGE OF

PAVEMENT

TRANSITION BARRICADE
(SEE NOTE 1)

DEVELOPED

RIGHT-OF-WAY

UNDEVELOPED
FUTURE

RIGHT-OF-WAY
VARIES 2'
NOTES:

1. ALTERNATE LOCATION SHALL BE AS APPROVED BY THE ENGINEER.

2. SEE SAFETY DRAWING NO. 6-D, FOR BARRICADE.

3. 18"X18" REFLECTIVE YELLOW TYPE N "SCOTCHLITE" OR APPROVED EQUAL ON ALUMINUM WARNING SIGN. 2"
CURB
18"X18" REFLECTIVE YELLOW TYPE N
"SCOTCHLITE" OR APPROVED EQUAL ON

ALUMINUM WARNING SIGN
SEE SAFETY DRAWING NO. 6-D, FOR BARRICADE

EDGE OF PAVEMENT
DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX BARRICADE

STREET TRANSITION
09-01-23
6-E
300
90% COMPACTION
6" MIN. ON UNDISTURBED NATIVE MATERIAL
MIN.

TO BE SAWCUT AFTER

WORK IS COMPLETED AND

TRENCH IS BACKFILLED AND
COMPACTED.

MATCH EXISTING

PAVEMENT THICKNESS
(4" MIN)
8" MAX. LIFT TO BE

MECHANICALLY

COMPACTED (TYPICAL)

REMOVE IMPROPER COMPACTED

BASE UNTIL FIRM, STABLE BASE IS

REACHED
NOTE:

1. BACKFILL SHALL BE OF A MATERIAL APPROVED BY THE ENGINEER.

2. APPLY TACK COAT PER CALTRANS SECTION 94 TO EDGES OF EXISTING PAVEMENT BEFORE PAVING TRENCH.

3. IF TRENCH EXCEEDS 100' IN LENGTH, OR 2/3 OF A TRAVEL LANE A SLURRY SEAL SHALL BE APPLIED TO THE FULL WIDTH OF THE ROAD..

4. IF DISTANCE BETWEEN TRENCHES IS LESS THAN 4 FEET, THE PAVEMENT BETWEEN THE TRENCHES MUST BE RECONSTRUCTED..

THERE SHALL BE NO VOIDS
6"VARIES
24" (MIN)
95% COMPACTION
MATCH EX A.B.

THICKNESS,
(5" MIN.)
DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX TRENCH BACKFILL
T-CUT
09-01-23
7-A
SANDED CRACK SEAL, 6"

WIDTH AT COLD JOINT
301

SIDEWALK STREET

SEE NOTES
36" ANCHOR

BOLTS CAST

IN-PLACE

CONCRETE
10 L.F. OF #6 BARE

COPPER GROUND
WIRE
CURB &
GUTTER

COMMERCIAL ZONES, MAJOR STREETS OR WHERE SIDEWALK IS
FULL WIDTH, LOCATION OF POLE SHALL BE 18" FROM BACK OF
CURB. ALL OTHER ZONES SHALL BE 18" FROM BACK OF
SIDEWALK. MUST MEET CLEARANCE STANDARDS PER ADA
36" SQUARE CAP STANDARDS.

AFTER POLE HAS
BEEN SET.
32" DIA.
72" (SEE NOTES)
4'-6"
NOTES:

1. TYPICAL FOR 25' AND 28' POLES.

2. FOUNDATIONS MAY BE 36" SQUARE AND 60" DEEP.

3. CONCRETE TO BE PLACED AGAINST UNDISTURBED EARTH.

DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: DATE:

CITY OF OAKDALE
2023-XXX POLE FOUNDATION
8-A
09-01-23

CONDUIT METAL FROM

BASE TO PULLBOX
(8) #6 VERTICAL STEEL
RE-BAR W/ #3 TIES AT
12" O.C. - 3" CLEAR OF

EDGE (TYPICAL)
302
200W
150W & 100W
FOR POLE FOUNDATION REFER TO DETAIL 8-A

SIDEWALK STREET
POLE

PULL BOX PER

SPECIFICATIONS, FUSE

HOLDER TO BE LOCATED

IN POLE AT EACH POLE
AND FUSE WITH 4' OF

CONDUCTOR COILED IN

SERVICE BOX PER
STANDARDS.
1" MINIMUM CONDUIT
15'
12' 25'
NOTES:

1. LUMINAIRES SHALL BE 120V OR AS DIRECTED BY THE ENGINEER, WITH BUILT-IN PHOTOELECTRIC CELLS.

2. LUMINAIRE TYPE AND SIZE SHALL BE 100, 150, OR 200 HPS, REFER TO SECTION 8.9 FOR CITY APPROVED AND ACCEPTABLE LED SIZING AND FIXTURES.

3. P.G.&E. WILL COMPLETE CONNECTION OF 120V CIRCUIT UPON RECEIPT OF SIGNED APPLICATION FOR SERVICE FROM THE CITY OF OAKDALE.

4. MINIMUM CONDUIT COVER: 30" IN STREETS, ALLEYS AND EASEMENTS, AND 18" IN PARK STRIP.

5. CONDUIT IN POLES SHALL BE WITHIN 3" BELOW THE BOTTOM OF HANDHOLES.

6. CONTACT P.G.&E. PRIOR TO ENTERING UNDERGROUND SERVICE BOX.

DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: DATE:

CITY OF OAKDALE
2023-XXX INSTALLATION LAYOUT
8-B
09-01-23 28'

METAL CONDUIT TO PULL

BOX (SEE PLAN VIEW FOR

PULL BOX LOCATION)

PROPERTY LINE

PROPERTY LINE

SIDEWALK

CONTROL JOINT

POLE FOUNDATION PAD

CURB AND GUTTER
24" MIN OR FILL
W/ 4" CONCRETE

CONTROL JOINT

POLE FOUNDATION PAD

CURB AND GUTTER

PLAN (SEPARATED SIDEWALK)
PLAN (ADJACENT 5' WALK)

PULL BOX &

PAD LOCATION

PULL BOX &

PAD LOCATION

SIDEWALK

LANDSCAPE

BACK OF SIDEWALK

BACK OF CURB

PROPERTY LINE

CONTROL JOINT

CURB AND GUTTER

PLAN (ADJACENT WALK)

PULL BOX &

PAD LOCATION

SIDEWALK

BACK OF SIDEWALK
36" MIN
CLEAR

BACK OF CURB
POLE

FOUNDATION PAD
303

TRAFFIC LID WHERE REQUIRED

SIDEWALK GRADE

SEE NOTES
P.V.C. ON RUN

METAL TO POLE
CHRISTY N-30 OR
APPROVED EQUAL.

BONDING

BUSHINGS &
WIRE
(SEE NOTE #4)
1-1/2"
DRAIN
ROCK

CONCRETE ALL AROUND OR
4X4X16" CONCRETE BLOCKS
EACH SIDE.
5" 6"
NOTES:

1. IF BOX IS MID-CIRCUIT, LEAVE 4' 0F SLACK CONDUCTOR IN BOX.

2. IF BOX IS A CIRCUIT TERMINUS AT POWER SOURCE, INSTALL FUSE HOLDER IN POLE (PER SPECS.) WITH 4' OF SLACK CONDUCTOR. TAPE FUSE TO CONDUCTOR IN BOX.

3. CONDUIT ENTERING P.G.&E. OR UTILITY SERVICE BOX SHALL CONFORM TO SPECIFICATIONS.

4. THE BONDING WIRE SHALL BE AT LEAST THE SAME GUAGE AS THE LARGEST CIRCUIT CONDUCTOR. (MIN. 8 AWG COPPER WIRE). CHECK WITH P.G.&E.
2" (MIN)
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: DATE:

CITY OF OAKDALE
2023-XXX PULL BOX
8-C
09-01-23
3" MIN
1/2" WIRE MESH, 19-GAUGE
2" PVC PIPE DRAIN

REQ'D IF CONCRETE

IS USED IN LIEU OF

DRAIN ROCK
304
1 IN PARK STRIP OR EASEMENT IN STREET OR ALLEY
MAX.

EACH
SIDE
IN LAWN AREA REPLACE SOD.
4" ASPHALT CONCRETE OR MATCH EXISTING
A.C., WHICHEVER IS GREATER.
5" AGGREGATE BASE OR MATCH EXISTING A.B.,
WHICHEVER IS GREATER.

BACKFILL COMPACTED TO 90%
RELATIVE COMPACTION.
6"
6"
NOTES:

1. CONDUIT SHALL BE A MINIMUM DEPTH OF 18" BELOW SIDEWALK GRADE IN PARK STRIPS, AND 30" BELOW TOP OF CURB GRADE IN STREETS, ALLEYS AND EASEMENTS NOT ADJACENT TO CURB OR SIDEWALK. DEPTH SHALL NOT EXCEED 48". NOTE: CONDUIT MAY BE INSTALLED AT DEPTHS LESS THAN 30" IN STREETS, ALLEYS AND EASEMENTS WITH PRIOR, WRITTEN APPROVAL OF THE ENGINEER. SUCH APPROVAL MAY BE GRANTED ONLY UPON SPECIFIC REQUEST FROM THE DEVELOPER OR CITY CONTRACTOR. CONCRETE-ENCASED PVC CONDUIT MAY ALSO BE APPROVED UPON SPECIAL REQUEST.

2. COMMERCIAL: THE CONDUIT SHALL BE PLACED 6" BACK OF CURB.

DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX DRY UTILITY

TRENCH SECTION
09-01-23
8-D
305
2 4
5 PHILLIPS HADCO RL54 POST TOP LUMINAIRE
CATALOG NO: RL54HANN2ANN64AN
POLE LENGTH: 12' OR 16'
POST TOP DIAMETER: 3" O.D.

PEDESTAL WIDTH: 12-3/4" SQ.

PEDESTAL HEIGHT: 43-3/4"
COLOR: BLACK

LUMINAIRE
MODEL: RL 54 GX3
WATTAGE: 51-68
LAMP STYLE: 64 LEDS
VOLTAGE 120-270
4 4" DIA STRAIGHT FLUTED WITH 3" DIA TENON TOP O. D.
2 FITTER / POD - ROUND CONTEMPORARY
1 ROOF - VICTORIAN

ELECTRICAL CONTRACTOR TO POOR FOOTING
TO WITHIN 4" BELOW, OF FINISHED BACK OF
SIDEWALK GRADE. CLASS "B" CONCRETE.

BALANCE OF 4" BASE CAP BY
SIDEWALK CONTRACTOR.

CONCRETE SHALL HAVE A BROOM
FINISH. CLASS "B" CONCRETE.

FINISH SIDEWALK GRADE
PLACE AGAINST 95% RELATIVE
COMPACTION, OR UNDISTURBED EARTH.
15 L.F. OF #6 COPPER

GROUND IN BASE OF
FOOTING-BOND POLE.
(4) 3/4" DIAMETER x 19" LONG ANCHOR RODS - BOLT CIRCLE
AND ANCHOR RODS AS DIRECTED BY MANUFACTURER. 12' OR 16' TO BE DETERMINED BY CITY STAFF 1 3
3 GFI DUPLEX OULTET 12" DOWN FROM TOP
5 PHILLIPS P2560 BASE COVER

PART LIST
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: DATE:

CITY OF OAKDALE
2023-XXX DECORATIVE LIGHT
8-E
09-01-23
NOTES:

1. FUSE MUST BE LOCATED IN POLE.
306
NOTES:

1. FUSE MUST BE LOCATED IN BOLLARD.

2. ANY CONDUCTIVE OBJECT INSTALLED WITHIN SIX FEET OF BOLLARD MUST BE BONDED TO BOLLARD GROUNDING SYSTEM.

SEE CITY DRAWING
"8-D" FOR DETAILED

TRENCHING INFORMATION

BIKE PATH
3' TO CENTELINE
4'-6" MIN TO CENTERLINE 42" HEIGHT 18"
12" TYP 12" 18" MIN
GARDCO BOLLARD MODEL:

BRM832
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: DATE:

CITY OF OAKDALE
2023-XXX LIGHTED BOLLARD
8-F
09-01-23
PLACE AGAINST 95% RELATIVE
COMPACTION, OR UNDISTURBED EARTH.
15 L.F. OF #6 COPPER - GROUND

IN BASE OF FOOTING - BOND TO
POLE AND STEEL CONDUIT RISER.

STEEL CONDUIT RISER
1" SCH40 CONDUIT TO PULL BOX

ANCHOR BOLTS PER

MANUFACTURER
307
NOTES:

1. OUTLETS SHALL BE PLACED ON BACK OF TREE, ON OPPOSITE SIDE OF TREE FROM THE CURB OR A MINIMUM OF 18" DIAMETER OF CONCRETE FROM GRADE TO BOTTOM OF 2.5" GALVANIZED STEEL PIPE.

DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX TREE WELL

ELECTRICAL OUTLETS
09-01-23
8-G
ELECTRICAL OUTLET & GALV. PIPE

WITH CAP (SEE DETAIL BELOW)
STREET

LIP OF CURB

TOP OF CURB

SIDEWALK

2.5" DIA GALV. STEEL PIPE W/ CAP 18" 3' 17"
BANDED (2) FASTNERS

TREE WELL GRATE

SIDEWALK AND GRATE ELEVATION
(DUPLEX) OUTDOOR GFI RECEPTACLE

W/ OUTDOOR COVER RATED

SCREW FASTENERS

CONNECTION COUPLERS

PVC PIPE TO PULL BOX
RIGID GALV. CONDUIT ELBOW
ELECTRICAL RISER.

TREE

PROVIDE OPENING

THROUGH GRATE

TREE GRATE, NEENAH
FOUNDRY, "R-8742-A"
308
40' (MIN) OVERALL
DEPTH
30" DIA. X 6'-0" LONG
16 GA. C.M.P.

SCREEN
COVER 24" 6"
MAXIMUM DEPTH 50' ON COARSE

SAND STRATUM AND FIELD

CONDITIONS
18"
WEEP HOLE 5' MIN.
4'-6" 12" 6" 4'-0" MINIMUM (VARIES)
12" DIA. - 12 GA.

PERFORATED METAL
CASING.

REFER TO
DRAWING 5-A
8" P.V.C. OR

ALUMINUM

CORRUGATED STEEL

GALVANIZED PIPE

PEAGRAVEL ROCK
6" 6"
6" 24"
1-1/2" DIA

DRAIN ROCK
COARSE SAND STRATUM 10' MIN
DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX ON-SITE DRYWELL

VERTICAL CURB & GUTTER
09-01-23
10-A
NOTES:

1. SHAFT SHALL BE DRILLED, NOT HAMMERED.

SHAFT SHALL BE DRILLED,

NOT HAMMERED
309
8"
8"

CATCH BASIN - DRAIN
GRATE
MANHOLE 6" 6"
6"

SCREEN COVER
30" DIA. X 6'-0" LONG
16 GA. C.M.P.

PEAGRAVEL ROCK
4'-0" MINIMUM (VARIES)
12" DIA. - 12 GA.

PERFORATED METAL
CASING.
8" P.V.C. OR ALM.

CORRUGATED PIPE
SCREEN COVER 12"

FRAME COVER
SCREEN COVER 3/4"- 9-11

FLATTENED EXPANDED

METAL WELDED TO FRAME
10 GA. STEEL
BAND FRAME 6"
6"
18" 24"

WEEP HOLE
18"
2"

MANHOLE CATCH BASIN
DRAIN
NOTES: SCREEN COVER

1. (13" I.D. FOR 12" CASING)

2. UNIT TO BE HOT DIPPED GALVANIZED AFTER MANUFACTURE.
1-1/2" DIA

DRAIN ROCK
40' (MIN) OVERALL
DEPTH
50' (MAX) DEPTH
COARSE SAND STRATUM 10' MIN
DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX ON-SITE

DRYWELL
09-01-23
10-B

SHAFT SHALL BE DRILLED,

NOT HAMMERED
310
A.

B.

C.

D.

E.

AISLE WIDTH

DOUBLE STALL DEPTH

STALL DEPTH

STALL WIDTH
E.

D.

C.

B.

PARKING ANGLE 45° 50° 55° 60° 70° 80° 90°

12.7' 11.8' 11.0' 10.4' 9.6' 9.1' 9.0'

20.5' 21.1' 21.6' 21.8' 21.9' 21.3' 20.0'

34.7' 36.4' 37.9' 39.1' 40.7' 41.0' 40'

13.0' 15.0' 17.0' 19.0' 23.0' 27.0' 31.0'
F
D
B
B
C
A
8' (MIN)
E E
D
F

TURNAROUND

DRIVEWAY WIDTH
F. F. SEE NOTE 5
SEE NOTE 4
A.

NOTES:

1. EACH OFF-STREET PARKING STALL SHALL CONTAIN A RECTANGULAR AREA WITH A MINIMUM WIDTH OF 9' AND A MINIMUM LENGTH OF 20'.

2. A MAXIMUM OF 30% OF REQUIRED STALLS MAY BE DESIGNATED FOR COMPACT CARS. COMPACT CAR STALLS SHALL CONTAIN A RECTANGULAR AREA WITH A MINIMUM WIDTH OF 7.5' AND A MINIMUM LENGTH OF 15'.

3. PARKING AREAS SHALL BE PAVED WITH A MINIMUM OF 2" AC AND SHALL BE GRADED AND DESIGNED TO DISPOSE OF ALL SURFACE WATER AS APPROVED BY THE CITY ENGINEER.

4. ANY DRIVEWAY USED FOR BOTH INGRESS AND EGRESS TO AND FROM A PARKING LOT AND NOT DIRECTLY SERVING PARKING STALLS SHALL HAVE A MINIMUM WIDTH OF 20'. ANY DRIVEWAY USED ONLY FOR EITHER INGRESS OR EGRESS TO OR FROM A PARKING LOT AND NOT DIRECTLY SERVING PARKING STALLS SHALL BE A MINIMUM OF 10' IN WIDTH. ALL DRIVEWAYS CONNECTING PUBLIC RIGHTS-OF-WAY TO OFF-STREET PARKING LOTS SHALL COMPLY WITH CITY OF OAKDALE REQUIREMENTS.

5. TURNAROUNDS SHALL BE A MINIMUM OF 18' WIDE.

6. ALL PARKING AREAS OF 5 OR MORE STALLS SHALL BE MARKED BY EITHER STRIPING OR BUTTONS TO DELINEATE SPACES.

7. ALL PARKING AREAS OF 10 OR MORE SPACES SHALL BE LANDSCAPED. THERE SHALL BE ONE DECIDUOUS SHADE TREE PLANTED FOR EACH 10 STALLS. THE TREES SHALL BE DISTRIBUTED THROUGHOUT THE AREA TO SHADE SPACES ON AS UNIFORM A BASIS AS PRACTICAL. FOR PARKING AREAS WITH ONLY ONE AISLE THE TREES MAY BE PLANTED ALONG THE PERIPHERY.

8. FOR ANY GIVEN PARKING ANGLE BETWEEN 45° AND 90° NOT SPECIFICALLY LISTED IN THE ABOVE TABLE, USE THE TABLE ANGLE NEAREST THE GIVEN ANGLE.

9. ALL VERTICAL CURB ADJACENT TO PARKING SPACES SHALL BE 12" WIDE, A.K.A COURTESY CURB.

DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX PARKING LOT STANDARDS

TYPICAL LAYOUT
09-01-23
10-C
311

FRONT ELEVATION
11'-8" 10'
A
A

PLAN VIEW

SECTION A
8"
10" 6" 10" 6'-2" 7'-0" (MIN) 1'-0"
1'-2"
#4@ 18" O.C.

EACH WAY
8'-8"
HINGE
APRON 6" THICK WITH #4@
18" O.C. EACH WAY

APRON FLUSH TO

CONCRETE FLOOR
#4 VERT
BARS (TYP) 7'-0" 1" SLOPE
DOUBLE

SWING GATE,
METAL

PLACE A BAR STOP

EQUAL TO DEPTH

OF HOLE TO
BOTTOM OF GATE 36"
1"Ø x 2" DEEP HOLE

TO RECEIVE DROP BAR

PROVIDE AN ADDITIONAL
1"Ø x 2" DEEP HOLE FOR

EACH GATE IN CONCRETE
APRON AT 95° OPEN

CANE BOLT LATCH
6' (MIN)
1/2"Ø DROP BAR

ON EACH GATE
NOTES:

1. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH COARSE GROUT.

2. CORNER BLOCK ENDS AND CENTER WEB SHALL BE CUT TO FORM A CONTINUOUS BOND BEAM.

3. ALL HORIZONTAL AND VERTICAL JOINTS SHALL BE RAKED TO MATCH CENTER SCORED BLOCK.

4. CONCRETE BLOCK, MORTAR, AND COARSE GROUT SHALL CONFORM WITH APPLICABLE SECTION OF THE LATEST UNIFORM BUILDING CODE.

5. SLAB FLOOR AND FOOTING SHALL BE CLASS "B" PORTLAND CEMENT CONCRETE.

6. GROUND SHALL BE SLOPED AWAY FROM WALLS.

7. IF GATES ARE INSTALLED ON ENCLOSURE HINGES, THEY MUST BE

ATTACHED IN FRONT RATHER THAN ON THE SIDE OF THE ENCLOSURE WALLS.

8. STRUCTURES MAY INCLUDE ARCHITECTURAL FEATURES COMPATIBLE WITH BUILDING ARCHITECTURE.
8"x8"x16"

CENTER SCORED

CONC BLOCKS
#4 HORIZ BARS
16" O.C.
#4 VERT BAR
16" O.C.
#4 CONT. REBAR
1/2"
RADIUS
CONC
CAP
10"
10"
DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX (SINGLE) CONCRETE BLOCK

TRASH ENCLOSURE
09-01-23
10-D
312

FRONT ELEVATION
21'-4" 10'
A
A

PLAN VIEW

SECTION A
8"
10" 6" 10" 6'-2" 7'-0" (MIN) 1'-0"
1'-2"
#4@ 18" O.C.

EACH WAY
18'-4"
HINGE
APRON 6" THICK WITH #4@
18" O.C. EACH WAY

APRON FLUSH TO

CONCRETE FLOOR
#4 VERT
BARS (TYP) 7'-0" 1" SLOPE

PLACE A BAR STOP

EQUAL TO DEPTH

OF HOLE TO
BOTTOM OF GATE 36"
1"Ø x 2" DEEP HOLE

TO RECEIVE DROP BAR

PROVIDE AN ADDITIONAL
1"Ø x 2" DEEP HOLE FOR

EACH GATE IN CONCRETE
APRON AT 95° OPEN

CANE BOLT LATCH
6' (MIN)
1/2"Ø DROP BAR

ON EACH GATE
NOTES:

1. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH COARSE GROUT.

2. CORNER BLOCK ENDS AND CENTER WEB SHALL BE CUT TO FORM A CONTINUOUS BOND BEAM.

3. ALL HORIZONTAL AND VERTICAL JOINTS SHALL BE RAKED TO MATCH CENTER SCORED BLOCK.

4. CONCRETE BLOCK, MORTAR, AND COARSE GROUT SHALL CONFORM WITH APPLICABLE SECTION OF THE LATEST UNIFORM BUILDING CODE.

5. SLAB FLOOR AND FOOTING SHALL BE CLASS "B" PORTLAND CEMENT CONCRETE.

6. GROUND SHALL BE SLOPED AWAY FROM WALLS.

7. MULTIPLE BIN ENCLOSURES SHALL BE EVEN MULTIPLES OF TEN FEET IN WIDTH.

8. IF GATES ARE INSTALLED ON ENCLOSURE HINGES, THEY MUST BE

ATTACHED IN FRONT RATHER THAN ON THE SIDE OF THE ENCLOSURE WALLS.

9. STRUCTURES MAY INCLUDE ARCHITECTURAL FEATURES COMPATIBLE WITH BUILDING ARCHITECTURE.
8"x8"x16"

CENTER SCORED

CONC BLOCKS
#4 HORIZ BARS
16" O.C.
#4 VERT BAR
16" O.C.
#4 CONT. REBAR
1/2"
RADIUS
CONC
CAP
10"
10"
DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX (DOUBLE) CONCRETE BLOCK

TRASH ENCLOSURE
09-01-23
10-E
DOUBLE

SWING GATE,
METAL
313
DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX ROOF COVER

TRASH ENCLOSURE
09-01-23
10-F
7'-0"
(MIN)
1'-2"

CORRUGATED METAL ROOFING AND

STEEL FRAME, PAINT TO MATCH
ATTACH CORRUGATED METAL (24-GA)

ROOFING TO STEEL TUBE FRAME

PER MANUFACTURER SPECIFICATIONS
2"x4"x1
4" TUBE STEEL FRAME

AROUND EDGE OF CORRUGATED
METAL ROOFING, 3" EAVES. LEAVE

OPEN AT BACK OF ENCLOSURE

FOR DRAINAGE
2"x4"x1
4" TUBE STEEL COLUMNS
WELDED ON 5"x5"x1
4" STEEL BASE
PLATES. SECURE BASE PLATES
TO CONCRETE BLOCK WITH (4) 1
2" DIA. x 8" LONG A.B. IN GROUTED CELLS
2"x4"x1
4" TUBE STEEL FRAME TO

SUPPORT CORRUGATED METAL
ROOFING OVER TRASH ENCLOSURE.

ROOF SLOPE AT 1:12
8"x8"x16" CMU, WITH ARCHITECTURAL
FINISH. SEE DETAIL 10-C.

ILLUSTRATIVE DESIGN ONLY -

SUBJECT TO PLANNING APPROVAL
NOTES:

1. COVERED ENCLOSURE SHALL BE USED FOR BINS ON WHEELS.
314
DRAWING NO.

APPROVED BY CITY COUNCIL:

ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES RESOLUTION: DATE:

CITY OF OAKDALE
2023-XXX PIPE BOLLARD
10-G
09-01-23
4"Ø SCH. 40 STEEL PIPE FILLED W/
2500 PSI PC CONCRETE MINIMUM
CONCRETE ROUNDED 1/2" AT TOP 3'-6" 2'-6" 3"
12"
1/2" EXPANSION JOINT WHERE CONCRETE OCCURS
1" DROP

CONCRETE FOOTING ANCHOR

EXISTING OR PROPOSED

ASPHALT OR CONCRETE

FINISH GRADE
NOTES:

1. ALL PIPES SHALL BE PAINTED TRAFFIC YELLOW.
315

CITY OF OAKDALE

FIRE DEPARTMENT
California Fire Code, Appendix D
"Fire Apparatus Access Roads"
120' Hammerhead 60-Foot "Y" 96' Diameter
Cul-de-Sac
Minimum
Clearance
Adjacent to a
Fire Hydrant
60' 60'
28' R
TYP.
60'
28' R
TYP.
26' 20'
20' 26'
20'
96' Dia.
48' R
*0 -150'
*151' - 500'
501' - 750'
Over 750' - special approval required.
* Curves and topographical conditions could alter the requirements for turnabouts and the width of access-ways.

LENGTH WIDTH TURNAROUNDS REQUIRED
20'
20'
26'
Not Required
120' Hammerhead, 60-foot "Y", or
96' Diameter Cul-de-Sac
120' Hammerhead, 60-Foot "Y",
or 96' Diameter Cul-de-Sac
Requirements For Private Dead-End Access-ways
If "Private Access" roadways are not looped, then the provided dead-end private access roadways will meet the requirements as specified in the following table" DRAWING NO.

APPROVED BY CITY COUNCIL:

RESOLUTION:

ROB MARLER, P.E. - CITY ENGINEER
DATE:

CITY OF OAKDALE

DEPARTMENT OF PUBLIC SERVICES
2023-XXX REQUIREMENTS ON

PRE-FIRE PLANS
06-01-24
11-C
20'
Acceptable
Alternative to
120' Hammerhead
26' 20'
70' 20'
20'
26' R
TYP.
28' R
TYP.
60'
316
To: Jerry Ramar, City Manager
From: Colleen Andersen, Council Services and Legislative Records Manager Re: September 2025 Department Report for August
Legislative
• Prepared, distributed and posted the City Council agenda packets and attended and prepared the minutes for the August 4 and August 18, 2025 City Council meetings. • Prepared and finalized City Council Resolutions for the Mayor’s and City Clerk’s signatures which were then scanned, filed in the City’s Records Retention System and copies distributed to departments and vendors.
• Processed and transmitted contracts/agreements/resolutions approved at the August 2025 City Council meetings:
o Dorada Parking Lot Acceptance
o Bridle Ridge LLMD – Ordering Levy and Collection of Assessments o Vineyards LLMD– Ordering Levy and Collection of Assessments o Burchell Hill LLMD– Ordering Levy and Collection of Assessments o LLMD 03-1– Ordering Levy and Collection of Assessments o League of California Cities Voting Delegate
o Grant Acceptance FAA Runway Safety Area Marking Project General Administration
• Provided assistance in scheduling various meetings for elected officials. • 6 Public Records Act (PRA) requests were received and 8 Notices of Determination were provided.
• 1 Claim(s) received and 2 Claim Notice of Rejections were submitted to claimants. • Prepared certificates of recognition.
• Researched City records and provided documentation for various City departments. • Continue to work on updating files to Laserfiche.
• Manage the City’s “Information” email account and respond to inquiries regarding City departments or services.
• Provided 5 notary services to city staff.
• Continue to work on reviewing and updating information on the City website. • Records Management – Ongoing.

AGENDA ITEM 12.1
317
To: Jerry Ramar, City Manager
From: Albert Avila, Director of Finance
Re: September 2025 Finance Department Report for August 2025 Departmental Actions of Note:

Finance:
• Processed 8,410 monthly utility bills
• Processed and mailed 1,288 late utility notices
• 1,368 customers assisted at the front counter
• Processed 6,1999 payments received through the USPS, online, or City drop box
• 54 Customers registered on the online bill payment site during the month.

Projects
• Finance Department staff is working with Public Work staff to upgrade the meters to allow for faster read time, at the same time providing additional access and information to customers. Water department is currently performing an audit on meters. Once we have all meters accounted for, we will send out flyers to customer, so they are able to check and monitor their water consumption.

Facility
Facility Rentals August 2025
Facility City
Meetings
Weekday
Rentals
Weekend
Rental
Gene Bianchi Community Center 0 6 3
Gene Bianchi Conference Rooms 5 2 0
Gene Bianchi Kitchen Rental 0 2 0
Oakdale Senior Community Center 0 0 2
Paul Royse Memorial Pool
• Last weekend wrapped up the 2025 pool season – it was a successful few months with lots of swim lessons, water aerobics, lap swim, and 4 saves 318
September 2025 Finance Department Report for August 2025 Page 2 Senior Center
• The Senior Center is open Monday through Friday, 8 am – 4 pm. We offer over 40 different activities. Most are offered at no cost to seniors. • Hot lunch is served 5 days a week, $4.00 for seniors 60+. We average 20 seniors, per day, for lunch. No senior is turned away if he/she cannot pay the $4.00
• The Oakdale Senior Center members and staff helped create the Stanislaus County Age-Friendly Action Plan (2025-2030) to make Stanislaus County a more welcoming and accessible place to live. This action plan is to improve the systems of care to better support older adults, people with disabilities, caregivers, and their families. To view the action plan, visit www.csa-stanislaus.com/adult-services and click on “Age-Friendly Stanislaus 2025-2030 Action Plan”
• The Senior Center received another private donation to hold two more iPad classes (20 more students). These classed started in August and will end in October
• The Intergenerational Meals Grant provided by the Stanislaus County Area Agency on Aging allows us to serve seniors and their friends/family monthly breakfasts. This grant has been extended through June 2026, with over $17,000 in funding
• The Senior Center is working with Stanislaus County’s PEARLS team (Program to Encourage Active Rewarding Lives) to hold free technology help every Thursday from 1 – 3 pm. About 10 seniors usually participate in this every week.

Recreation
• Evening classes at the Senior Center include quilting class, Community Band rehearsal, Dance Band rehearsal, and widowers support group • Classes we offer are: Tennis lessons for beginners and intermediate, Basic Dog Training classes, and Pickleball lessons for beginners and intermediate • Six families signed up for our first ever Zumbini class Pending Items:
319
To: Jerry Ramar, City Manager
From: Jeff Gravel, Public Services Director
Re: Public Services Department Report for AUGUST 2025 Page 1

PUBLIC SERVICE ISSUES ADDRESSED 2025
BLIGHT
(overgrown vegetation/weed abatement, bulky item and illegal dumping, trash dumped, abandoned buildings, property clean-up, illegal/improper signage, disabled vehicles, tree complaints, misc. complaints)
Month Opened Resolved
January 6 1
February 5 9
March 3 8
April 1 6
May 7 6
June 0 4
July 6 5
August 1 11
2025 Total
(to date)
29 50
2024 Total 43 40

OVERWATERING
(private and public property)
Month Opened Resolved
January 0 0
February 0 0
March 1 0
April 1 3
May 0 6
June 0 5
July 1 8
August 2 10
2025 Total
(to date)
5 32
2024 Total 17 16

PARK/LANDSCAPE ISSUES
(park strip concerns, broken sprinkler at city park, park maintenance request at dog station or dog park, park maintenance request of play equipment, tree issues) Month Opened Resolved
January 6 14
320

February 3 14
March 12 17
April 4 43
May 8 55
June 7 64
July 17 65
August 5 67
2025 Total
(to date)
62 339
2024 Total 284 438

PUBLIC WORKS ISSUES
(water leaks, low water pressure, street signs, public right of way, potholes, sidewalk issues) Month Opened Resolved
January 5 13
February 5 9
March 11 11
April 6 13
May 10 12
June 10 8
July 9 4
August 3 20
2025 Total
(to date)
59 90
2024 Total 186 183

ROAD HAZARDS
(debris in the road, storm drain blocked with debris, street flooding) Month Opened Resolved
January 0 0
February 0 4
March 3 0
April 1 0
May 3 0
June 0 5
July 1 0
August 0 2
2025 Total
(to date)
8 11
2024 Total 8 17

STREET LIGHTS
(street light and stop lights not working)
Month Opened Resolved
321

January 1 1
February 4 3
March 3 0
April 1 3
May 0 2
June 0 4
July 2 0
August 0 2
2025 Total
(to date)
11 15
2024 Total 21 31

WEED ISSUES
(overgrown vegetation on private and public property)
Month Opened Resolved
January 0 0
February 1 2
March 4 2
April 1 8
May 4 4
June 0 6
July 2 0
August 0 7
2025 Total
(to date)
12 29
2024 Total 38 25
OTHER
(mosquitos, municipal code questions, noise, nuisance property, substandard living conditions, vacant house, other)
Month Opened Resolved
January 1 13
February 3 11
March 8 2
April 1 14
May 19 12
June 8 17
July 7 13
August 3 15
2025 Total
(to date)
50 97
2024 Total 90 98
**These totals are subject to change due to cancellations and alternate resolution 322

AIRPORT DIVISION
• AIRPORT CAMERAS: May be headed in new direction with cameras, instead of Ayera. • AIRPORT REPAIRS: Hangar 16 doors are sagging due to damaged beam, relocating tenant temporarily, until repairs can be assessed. Engineer recommended replacing beam with same style. Requesting quotes from local contractors. • EAA: Wants to add additional hangar to their lease area. • AIRPORT FUEL SALES (GALLONS):
o Price per gallon is now $5.05
AIRPORT DIVISION (continued)

YEAR OVER YEAR TOTALS
Month 2023 2024 2025
January 4,081 3,166 5205
February 7,103 4,741 4852
March 6,179 5,132 6,756
April 9,955 7,642 7,776
May 14,760 12,537 9,837
June 17,820 8,362 9,613
July 10,429 4,123 8,275
August 4,714 3,582 6,529
September 5,274 7,851
October 5,653 10,501
November 7,009 7,046
December 6,394 19,996.86
Total YTD 99,371 74,683

BUILDING & FIRE LIFE SAFETY DIVISION

BUILDING PERMIT ACTIVITY ISSUED
RESIDENTIAL-SINGLE FAMILY DWELLINGS 0
RESIDENTIAL REMODELS/ALTERATIONS 21
RESIDENTIAL-SOLAR 9
NEW COMMERCIAL & REMODELS 0
TOTAL INSPECTIONS PERFORMED 74
TOTAL PERMITS ISSUED 42
323

ENGINEERING DIVISION

ENGINEERING PERMIT ACTIVITY ISSUED
ENCROACHMENT 11
TRANSPORTATION 3
GRADING 0

MONTHLY CAPITAL IMPROVEMENT PROJECT UPDATES
• Greger Sports Park: Continued work on the soccer fields to ready them for games. • SW Downtown ATP Project: Paving work on S 1st and S 2nd Ave has begun. Some concrete work is in progress. Underground utilities continue on S 3rd Ave. There have been no major issues to date and our completion date remains 10/30/2025. • Slurry Seal Area 6 & 7: Scheduled to begin 9/4/2025
• Odessa Way and Mark Court: Punch list Work continues. Final project walk and acceptance to council in Sept.
• Cedar Place Improvements: Underground utilities are in the final stages. Paving to begin soon.
• 7th Ave Improvements: Paving completed 8/8. Punch list work will begin this week. • Gilbert Park Restroom Replacement: Tentative delivery in April 2026. • Kerr Park Baseball Field Lighting: Project begins 9/2/2025 • Brennan Park Improvements: Court resurfacing in progress. Completion for lighting and fencing in stall late Sept
• Albers Pavement Rehab: Project Complete. To City Council for acceptance in Sept.

PARKS DIVISION

WORK COMPLETED NUMBER
LLMD (Bridle Ridge & Vineyards): Weekly mowing
schedule, crews checking valves, cleaning adjusting
irrigation heads. Trimming Trees, workorders.
ongoing
IRRIGATION Controllers: In the process Mapping all valves on city controllers
15 Gregor Sports Park-. Fertilizing and putting final touches on turf. Contractor performing warranty work
• T.L. DAVIS COMPLEX: Soccer is underway, We will be doing work to turf away from fields. • Dog Parks: We will be closing Dog Park beginning September 22 and Rudy’s 3 weeks after on October 13. In order to hit best possible Temps for weed control and seeding of both parks.
324

PLANNING DIVISION

APPLICATION LOCATION DESCRIPTION STATUS
2017-17
ANNEX
Sierra Pointe
Specific Plan
area
Specific Plan
Amendment,
Annexation/Pre-Zone,
Tentative Subdivision
Map, Financing Plan,
and Development
Agreement.

Stanislaus LAFCO approved on
7/23. Next step is to conduct a
Protest Hearing which is
scheduled for September 18th.
2022-15 TSM
Tesoro 4
East F Street
Specific Plan
Area
79 lot residential singlefamily subdivision.Staff met with Applicant team to discuss next steps required;
applicant to provide written
response to City by 2/3/25. Staff
anticipates project to begin
moving forward and is
coordinating with Applicant.
2023-20 TSM
Tesoro 5
East F Street
Specific Plan
Area
Approximately 80 small
lot single-family
residential lots
Staff met with Applicant team to
discuss next steps required;
applicant to provide written
response to City by 2/3/25. Staff
anticipates project to begin
moving forward and is
coordinating with Applicant.

Stearns &
East F Street
Intersection
ICE Analysis
Intersection of
Stearns/East F
Street
ICE Report for review by
Caltrans with regard to
future intersection
improvements
ICE Report completed and
submitted to Caltrans for review
and comment. Caltrans
comments received June 5, 2024.

No updates.
2023-26 SPR
Lundy Road
Hotel
East F Street
Specific Plan
Area
Proposed Fairfield Inn
Hotel within East F
Street Specific Plan area
Staff has been coordinating with
Project team and anticipates a
building permit application to be
submitted soon.

CTA 2023-01
ADU
Ordinance
Accessory
Dwelling Unit
Ordinance to
comply with
State Law
Code Text Amendment:

Accessory Dwelling
Units Ordinance.

Implement new state
laws from 2020-25
relating to ADUs.

Draft ADU Ordinance completed
and has been reviewed by staff.

Revisions are ongoing and staff is
coordinating/ schedule for
Planning Commission.

LEAP Grant
Funding
Housing
Element
Update
General Plan Housing
Element Update, as
required by State Law.

Staff anticipates submission of
revised draft housing element to
HCD soon.
325

2024-04
MJUP
S. Yosemite
Ave. and
Warnerville
Rd.

Gas Station,
convenience store, QSR
and Drive-through car
wash.

The project was approved at the
August 19, 2025 Special Planning
Commission Meeting. Staff will
take removal of restricted access
to City Council.
2025-02 East
G St D.R.

Horton
1001 E G St. 93 Single Family homes
– new subdivision
Received application & payment
5/12. 2nd submittal received and
is currently under review.
2025-04 SPR 1425 W. F St/
115 Ash Ave.

Laundromat and Food
Court
In process and coordinating with
Caltrans. Drafting a comment
letter to be sent to applicant.
2025-05 SPR 175 S. Maag
Ave.

Wal-Mart Demo and
construction
Project referral has been
completed and comment letter
prepared and forwarded to
applicant. Staff is awaiting 2nd
submittal.
2025-06 AR Saddlewood
Subdivision
Design Review for 49
previously approved lots
Received application & payment
8/4. Drafting a comment letter to
send to applicant.
2025-07 SPR 751 Wakefield
Ct
Shop, storage area and
solar structure
Received application & payment
8/20. Project is currently in the
referral period.

TUP 2025-03 2802/2806
Woodhouse
Ln.

Sales Office Trailer Received application & payment
8/27. Project is currently in the
referral period.

TUP 2025-04 1936 East F St SONS Farm Fresh
Pumpkin Patch &
Christmas Village
Received application & payment
8/20. Project is currently in the
referral period.
2025 SEWER / STREETS / STORM DRAIN DIVISION

MISCELLANEOUS WORK ORDERS
Month Number
January 30
February 13
March 23
April 36
May 15
June 12
July 34
August 13
326

September
October
November
December
2025 Total (to date) 176
2024 Total 274

TRAFFIC SIGN / STREET REPLACEMENT
Month Number
January 20
February 32
March 13
April 25
May 8
June 6
July 19
August 25
September
October
November
December
2025 Total (to date) 148
2024 Total 201

SEWER LIFT STATION REPAIRS
Month Number
January 1
February 0
March 1
April 2
May 0
June 2
July 1
August 0
September
October
November
December
2025 Total (to date) 7
2024 Total 20

CURB PAINTING
Month Number
327

January 1,000 Feet
February 345 Feet
March 764 Feet
April 2,100 feet
May 1,432 feet
June 841 feet
July 2,090 feet
August 0 feet
September
October
November
December
2025 Total (to date) 8,572 Feet
2024 Total 1,980 Feet

SEWER LINES CLEANED
Month Number
January 24,000 Feet
February 26,813 Feet
March 24,193 Feet
April 24,392 Feet
May 23,624 feet
June 25,143 feet
July 25,174 feet
August 23,271 feet
September
October
November
December
2025 Total (to date) 196,610 Feet
2024 Total 278,304 Feet
POT HOLE REPAIRS (cold MIX) 2x2
Month Number
January 25
February 13
March 14
April 36
May 5
June 15
July 12
August 0
328

September
October
November
December
2025 Total (to date) 120 Feet
2024 Total 362 Feet

CRACK SEALING
Month Number
January 5,000 Feet
February 6,291 Feet
March 3,819 Feet
April 4,815 feet
May 0 feet
June 0 feet
July 300 feet
August 0 feet
September
October
November
December
2025 Total (to date) 20,225 Feet
2024 Total 85,531 Feet

STORM MAIN CLEANING
Month Number
January 1,500 Feet
February 1,265 Feet
March 0 Feet
April 0 feet
May 0 feet
June 0 feet
July 0 feet
August 0 feet
September
October
November
December
2025 Total (to date) 2,765 Feet
2024 Total 19,795 Feet
OTHER TASKS ASSIGNED:
• Install new stop signs @ new intersection Cloverland/Riverbluff 329

• Install new pole/wind sock at airport
• Stripe/crack seal fire station
• Help water with water leak repair
• Street/curb painting around all city schools
• Demo Gazebo @ Kerr Park
• Replace sidewalk from trip hazards
• Camera sewer on n. Yosemite
• Clean foam off ponds at W.W.T.P

WATER DIVISION

WORK COMPLETED NUMBER
METER SHUT-OFFS 45
WATER METER READS 8,350
MANUAL WATER METER READS 6
WATER RELATED WORK ORDERS 139
WATER TESTING / SAMPLES-ROUTINE 27
WATER TESTING / SAMPLES-WELL HEADS 7
EMERGENCY WATER SERVICE LINE REPAIRS 2
WATER COMPLAINTS 3
UNDERGROUND SERVICE LOCATES FOR CITY UTILITIES 125
• IRRIGATION WATER & DROUGHT: Since the drought regulations started, which includes comparable water usage monitoring to similar dates in 2013, water usage In June 2025 was 14% less usage than 2013 in the same month. The City’s wells produced a total of 209.21 million gallons(MG’s), with the highest day of water production on Augus 10 2025 with 7.12 MG’s produced.
• Water Meter Audit: The Water Division is conducting a thorough meter audit of all meters in the City to verify meter numbers, sizes and verify all endpoints are to the correct residents following the full meter and endpoint upgrade completed in 2024. • Water Service Repairs; 1630 Snowy River St and 351 North 7th Ave 330
JUL 2025 AUG 2025 % CHANGE YTD 2024 YTD 2025 % CHANGE
CALLS FOR SERVICE (CFS) 205 193 -6% 1,504 1,510 0%
APPARATUS RUNS 379 377 -1% 2,886 2,840 -2%
FIRES JUL 2025 AUG 2025 % CHANGE YTD 2024 YTD 2025 % CHANGE STRUCTURE 0 0 #DIV/0! 9 4 -56%
VEHICLE 2 1 -50% 5 7 40%
VEGETATION 2 0 -100% 9 5 -44%
OTHER 3 0 -100% 20 10 -50%
TOTAL FIRES 7 1 -86% 43 26 -40%
EMS JUL 2025 AUG 2025 % CHANGE YTD 2024 YTD 2025 % CHANGE EMS 141 141 0% 1,013 1,060 5%
VEHICLE ACCIDENT 13 8 -38% 59 49 -17%
CPR 1 4 300% 18 12 -33%
TOTAL EMS 155 153 -1% 1,090 1,121 3%
OTHER JUL 2025 AUG 2025 % CHANGE YTD 2024 YTD 2025 % CHANGE FIRE ALARM 5 6 20% 109 77 -29%
CO ALARM 0 2 #DIV/0! 11 17 55%
ALL OTHER 38 31 -18% 251 269 7%
TOTAL OTHER 43 39 -9% 371 363 -2%
RESPONSE TIMES JUL 2025 AUG 2025 CHANGE
AVG RESPONSE TIME 0:05:42 0:05:21 - 21 SEC
AVG TURNOUT TIME 0:01:23 0:01:26 + 3 SEC

OAKDALE CITY
MONTHLY REPORT (as dispatched)
August 2025

331
September 2025 Police Department Report for August

CRIME STATS - YTD
The statistics show a 11% decrease in overall crime. Below are the latest available crime stats for the calendar year to date:
- YTD crime decreased by 11% from 2024 based on the new reporting criteria (NIBRS). - There were no homicides in August 2024 and none in 2025. - Robbery increased 50% from 8 in 2024 to 12 in 2025.
- Aggravated Assaults increased by 35% from 40 in 2024 to 54 in 2025. - Rape decreased by 43% from 7 in 2024 and 4 in 2025.
- Simple Assault increased by 10% from 104 in 2024 to 114 in 2025. - Burglary decreased by 50% from 28 in 2024 to 14 in 2025. - Vehicle Theft decreased by 46% from 26 in 2024 to 14 in 2025. - Larceny decreased by 28% from 139 in 2024 to 100 in 2025. - Traffic citations decreased by 2% from 1351 in 2024 to 1328 in 2025. - Non-Injury Collisions decreased by 6% from 117 in 2024 to 110 in 2025. - Injury Collisions decreased by 29% from 56 in 2024 to 40 in 2025.

To: Jerry Ramar, City Manager
From: Jason Grogan, Chief of Police
Re: September 2025 Police Department Report for August
332
September 2025 Police Department Report for August
TOTAL INCIDENT STATS – YTD
The department has responded to a total of 18,902 incidents for the calendar year to date:

Total Incident Stats

YEAR TO DATE
Calls for Service 10,810
Officer Initiated Incidents 8,092
Traffic Stops 2,601
Other Officer-Involved Activity Incidents 5,491
Business / Building Checks 82
Vehicle / Pedestrian Checks 619

INCIDENT BREAKDOWN
Below is a list highlighting just a few incident types and counts. The comprehensive list of incidents is attached at the end of this report (Attachment B).

Incidents by Incident Type
August 2025
Suspicious Person 26
Suspicious Vehicle 35
Audible Alarm 43
Silent Alarm 4
Reckless Driving 4
Pedestrian Contact 30
Disturbance 5
Noise Disturbance 26
Petty Theft 12
Burglary 1
Traffic Stop 348
333
September 2025 Police Department Report for August
PATROL – ONGOING
• On August 1
st
, officers conducted a traffic stop near E J Street and S Yosemite Avenue for a registration violation. The driver was on active searchable probation and disclosed a firearm was inside the vehicle. A probation search revealed narcotics paraphernalia on the driver. Inside the vehicle, officers located a loaded revolver with its serial number defaced, along with suspected methamphetamine near the passenger seat. Both occupants were arrested on firearm, ammunition, and narcotics-related charges.
• On August 5
th
, officers conducted a traffic stop near Twildo Ave and S Stearns Rd for multiple equipment violations. The driver, who was on searchable probation, was found in possession of suspected methamphetamine. Two children (CV1 and CV2) were in the vehicle, one unsecured on the floorboard. The driver admitted to purchasing methamphetamine while accompanied by a child. Both children were placed on a 300 W&I Hold and released to Merced CPS. The driver was arrested and booked into PSC.
• On August 6
th
, officers conducted a traffic stop near North Lee Avenue and Poplar Street after observing suspicious behavior and multiple traffic violations. Three occupants were contacted, all on active supervision status. A probation search revealed a prohibited weapon, methamphetamine, drug paraphernalia, and stolen checks belonging to a deceased individual. All three subjects were arrested, and the vehicle was towed per 22651(H) CVC.
• On August 20th, OPD units, along with DMV, Stanislaus County Probation, and Modesto Police Department, served a search warrant at a residence on Post Rd Ave in Oakdale. A new case was generated due to fresh charges and property damage during the warrant service. Multiple subjects were contacted on the property. Four individuals were arrested for various narcotics, paraphernalia, probation, and warrant-related offenses.
• On August 22nd, officers responded to Oakdale High School during a football game after staff reported a disturbance involving several juveniles. The investigation led to a traffic stop of a black Honda Accord. The driver was arrested for driving without a license, and the vehicle was impounded. During the impound inventory, a Glock handgun with a loaded extended magazine was discovered under the passenger seat. Another juvenile was arrested after being found in possession of a matching magazine, providing false identification, and being confirmed as a missing person. • On August 24
th
, an officer attempted a traffic stop on a motorcycle that failed to yield at a stop sign near Fair Oaks. The rider fled, leading officers on a pursuit through residential areas at speeds ranging from 74 mph to 113 mph. The rider disregarded several stop signs, crossed into oncoming lanes, and nearly lost control of the motorcycle several times. The pursuit terminated near Mondo Lane, where the rider yielded and was taken into custody during a high-risk stop. The rider displayed 334
September 2025 Police Department Report for August
objective signs of intoxication, admitted to drinking, and provided a breath test with a BAC over the legal limit. A records check confirmed the rider’s license was suspended, and the motorcycle bore a false license plate.

SUPPORT SERVICES
• Detectives of the Oakdale Police Department are investigating or assisting in 25 active investigations. 20 cases were closed or resolved in the month of August. • Detectives received a report that the reporting party advised that she was in a relationship with a male she met on Facebook for approximately 3 years. RP reported providing the male with over $30,000. RP is 85-years-old. Several search warrants were completed, to include for Google and Facebook. Upon the requested data being returned, it was determined the suspect was in Nigeria, and this case was closed out.
• Detectives investigated a case of a vehicle window smashed while parked in a parking lot near E F St/S Maag Ave. Several items, to include a purse with approximately $5,000 and credit cards, were taken from inside of the vehicle. The credit cards were used at several locations, to include Chevron. Video surveillance was obtained from Chevron, and a license plate was identified. Turlock PD later contacted the suspect and arrested him for receiving or concealing stolen property.

BWC was obtained from Turlock, and the hat the suspect was wearing during the theft was inside of the vehicle, along with stolen items belonging to the victim. A Ramey warrant was completed for the suspect, and he currently remains outstanding.
• Investigations received a report of possibly child sexual abuse material, via ICAC portal. After investigation, both the child victim and suspect were identified. The victim was located in Stockton, and the suspect in Modesto. Report was forwarded to Modesto PD for case completion, as well as to Stockton for informational purposes and to notify the parents of the juvenile.
• Detectives received a robbery report that occurred at a gas station in Oakdale. The crime was in connection to another robbery that the Stanislaus County Sheriff’s Office was investigating. A search warrant was served at the suspect’s residence and the clothing used in the Oakdale robbery was recovered. A re-booking was conducted for the suspect in custody.
• Investigations received a report from a mother reporting her 14-year-old child was a victim of extortion. Confidential victim met someone online who requested nude photographs. Confidential victim sent the photographs, and the online account began demanding money or they threatened to post the images online. Several search warrants were completed, and the suspect was determined to be located in Nigeria. The mother was notified of the incident, and the case was closed. • Detectives were investigating a report of two victims being molested by their stepfather. The victims are 14 and 16-years-old, while the step-father is 30-yearsold. Victims reporting their step-father was groping their chest while in bed with 335
September 2025 Police Department Report for August
them. An interview was completed with the step-father, who provided a full confession. A Ramey warrant was completed for the suspect, where he remains outstanding.
• Investigations completed two operations were conducted with OPD patrol, MPD, DMV, and Stan Co Probation which resulted in 9-arrests, and several code and animal citations.
• Detectives attended 1 CAIRE interview(s). Investigations authored 15 search warrants, 1 affidavit(s), and 2 Ramey warrants for the month of August.

Investigations made 11 arrest(s) and completed 3 operation(s).

EVENTS AND PROJECTS
• FUSUS Real Time Crime Center (RTCC)
• Live911

RECRUITMENT
• We are not recruiting at this time.

ONGOING:
✓ Staff received the graffiti report for August from the city’s TAG (Team-up Against Graffiti) coordinator, Mike Hancock. Mr. Hancock reported that the monthly total incident count for August was two. This is the same incident volume as July. Reported graffiti includes included two electrical boxes, one on East F Street and one on South 5th Avenue.
✓ TAG is unaware of any unresolved graffiti incident at the end of August. The details are now incorporated into the reporting for a more inclusive city-wide view. A map showing graffiti incidents is attached (Attachment C).
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PREVIOUS
JAN FEB MAR APR MAY JUN JUL AUG SEPT OCT NOV DEC YTD 2025 YTD 2024 YTD +/-% PART ONE Increase/Decrease Increase/DecreaseHomicide 0 0 0 0 0 0 0 0 0 0 0% 0 0% 0 0%Rape 0102 1000 4 7 -43% 0 0% 0 -100%Robbery 1 2 2 2 2 2 0 1 12 8 50% 1 0% 1 0%Assault Total 16 20 17 26 24 21 24 20 168 144 17% -4 -17% 0 -23%Aggravated Assault 5 4 6 4 9 8 10 8 54 40 35% -2 -20% 3 -38% Simple Assault 11 16 11 22 15 13 14 12 114 104 10% -2 -14% -3 -8%Burglary 1 0 3 0 1 3 2 4 14 28 -50% 2 100% 0 300%Vehicle Theft 2 4 0 3 3 1 1 0 14 26 -46% -1 -100% -5 -100%Larceny-Theft 11 7 4 14 14 12 23 15 100 139 -28% -8 -35% -4 -44% 31 34 26 47 45 39 50 40 0 0 0 0 312 352 -11% -10 -20% -8 -30% CITATION TOTAL: 377 434 330 327 314 267 260 302 0 0 0 0 2611 3106 -16% 42 16% 31 15% Moving 214 237 157 148 121 133 128 190 1328 1351 -2% 62 48% 25 -7%Criminal 11 17 16 21 12 16 12 16 121 120 1% 4 33% 1 -38% Parking 142 172 136 142 173 109 119 84 1077 1555 -31% -35 -29% 15 600% Animal 10 8 21 16 8 9 1 12 85 80 6% 11 1100% -10 -37%ARRESTS TOTAL: 112 110 151 157 101 125 125 141 0 0 0 0 1022 890 15% 16 13% 10 -6% Adult - Felony 22 34 28 34 21 30 40 34 243 152 60% -6 -15% 7 48% Adult - Misd. 87 73 115 118 71 93 78 100 735 699 5% 22 28% 1 -16%Juvenile - Felony 0212 3143 16 6 167% -1 -25% 3 200% Juvenile - Misd. 3173 6134 28 33 -15% 1 33% -1 -43%ACCIDENT TOTAL: 13 12 24 18 21 15 24 23 0 0 0 0 150 173 -13% -1 -4% -6 5% Non-Injury 11 7 22 11 14 14 15 16 110 117 -6% 1 7% 1 -6%Injury 2527 7197 40 56 -29% -2 -22% -7 40%Number Injured 2 5 3 8 9 1 12 10 50 77 -35% -2 -17% -8 67%Fatalities 0000 0000 0 1 -100% 0 0% 0 0% Pedestrian 0100 1020 4 4 0% -2 -100% 0 -100%
Bike 1210 2121 10 12 -17% -1 -50% -2 0%Motorcycle 1020 1100 5 6 -17% 0 0% -1 0%PCF - Speed 2531 2216 22 36 -39% 5 500% -2 50%PCF - Rt of Way 0234 3232 19 23 -17% -1 -33% -1 100%DUI 2120 1121 10 10 0% -1 -50% -1 0% DUI Arrests 11 3 11 6 9659 60 48 25% 4 80% -1 -10%
Citation: 14601 4 3 10 3 1569 41 36 14% 3 50% 2 29%Thirty Day Holds 0103 0002 6 1 500% 2 0% 2 100%DOMESTIC VIO. 16 11 8 10 13 9 16 6 89 68 31% -10 -63% -5 -14% Vandalism 2 7 6 8 6 10 10 9 58 77 -25% -1 -10% 2 0%
Gang Related Cases 0000 0001 1 3 -67% 1 0% 0 0%Arson 0000 0000 0 3 -100% 0 0% -1 -100% TOT INCID. RPTD: 2337 2231 2469 2330 2270 2285 2559 2458 18939 17941 6% -101 -4% 173 8% OAKDALE POLICE DEPARTMENT CRIME STATISTICS - AUGUST 2025 Monthly Change Previous Year Comparison
341
Oakdale Graffiti Incidents
Jan - Dec, 2025
Incident Type Marker
Non-Gang
Gang
City of Oakdale
Confidential
342