COUNTY OF SACRAMENTO

COMMUNITY SERVICES

DEPARTMENT OF WATER RESOURCES

SACRAMENTO COUNTY WATER AGENCY (SCWA)

CONTRACT NO. 4682

ON-CALL PAVEMENT RESTORATION

PROJECT 2025 - 2028

December 2025

BID DOCUMENTS

NOTE: The County of Sacramento Standard Construction Specifications dated September 2001, and last revised November 2024, are hereby made a part of these Specifications. A copy of the Standard Construction Specifications may be downloaded from the County website at saccountyspecs.saccounty.gov

Data on this project, including the plan holders list and bid results, can be viewed at:

http://www.saccountybids.com

DAVID DEFANTI, DEPUTY COUNTY EXECUTIVE

COMMUNITY SERVICES

MATT SATOW, DIRECTOR

DEPARTMENT OF WATER RESOURCES

Page Left Blank Intentionally

COUNTY OF SACRAMENTO

COMMUNITY SERVCES

DEPARTMENT OF WATER RESOURCES

SACRAMENTO COUNTY WATER AGENCY (SCWA)

Contract Specifications and Plans for:

ON-CALL PAVEMENT RESTORATION PROJECT 2025 - 2028

CONTRACT NO. 4682

Certifications and Seals Page

THE SPECIAL PROVISIONS CONTAINED HEREIN HAVE BEEN PREPARED BY OR UNDER

THE DIRECTION OF THE FOLLOWING REGISTERED PERSONS.

TO BE SUPPLEMENTED WITH THE COUNTY OF SACRAMENTO STANDARD

CONSTRUCTION SPECIFICATIONS DATED SEPTEMBER 2001 (REVISED NOVEMBER

2024).

Project

Engineer Max Mizel Date Associate Engineer, Water Supply Department of Water Resources

Department

Approval Mitra Im Date Senior Engineer, Water Supply Department of Water Resources

12/8/2025

12/8/2025

BID SET CONTRACT NO: 4682

ON-CALL PAVEMENT RESTORATION PROJECT TABLE OF CONTENTS

2025-2028 00 01 10-1

SECTION 00 01 10

TABLE OF CONTENTS

INTRODUCTORY INFORMATION

00 01 01 Project Title Page 00 01 05 Certifications and Seals Page 00 01 10 Table of Contents

CONTRACTING REQUIREMENTS

00 73 00 Special Provisions

APPENDICES

Appendix A: Site List and Photos Appendix B: Utility Box Adjustment Locations Appendix C: Temporary Pavement Repair Detail Appendix D: Concrete Paver Intersection Detail

ATTACHMENT

Attachment 1: Project Vicinity Map Attachment 2: Notice of Exemption

- END OF SECTION –

BID SET CONTRACT NO: 4682

SECTION 00 73 00

SPECIAL PROVISIONS

SP-01 GENERAL REQUIREMENTS

1. All work under this contract shall be done per the County of Sacramento Standard Construction Specifications dated September 2001, and last revised November 2024 are hereby made part of these specifications. Modifications to the Standard Construction Specifications are noted below.

2. All work outside of the City of Elk Grove shall be per the County Standard Construction Specifications. Copies of the Standard Construction Specifications (SCS) may be obtained online to be downloaded for no cost at: https://saccountyspecs.saccounty.gov

3. All work done in the City of Elk Grove shall be done per the City’s Specifications. Copies of the City of Elk Grove Specifications may be obtained online to be downloaded for no cost at the City of Elk Grove’s Public Works website.

SP-02 SCOPE OF WORK

General Description

1. The work for this bid includes the furnishing of all labor and materials to repair pavement and crack sites on-call basis and adjustment of utility boxes to grade within Sacramento County. The restoration includes but is not limited to grinding area of restoration, removing temporary asphalt patch or damaged pavement, compacting aggregate base if necessary, placing and compacting hot mix asphalt concrete, sealing asphalt, covering Underground Service Alert (USA) markings, removing and reinstalling existing concrete pavers, cleaning and sealing cracks, locating, adjusting and/or replacing utility boxes to finished grade, and replacing all damaged street markings and any necessary traffic control.

2. The Contractor will be utilized on an “on-call” basis during the contract, with an average of 10-20 repair sites per month between March and November. All work will be done under SCWA’s annual encroachment permit. Depending on the number of pavement patch repair sites, the Agency will provide a list of SCWA facilities for crack repairs. The Agency will typically provide a list of sites every month. The Contractor should be capable of completing these sites within thirty (30) calendar days. The days of work may not be consecutive.

Contractor shall not work in excess of eight (8) hours per day. Working hours shall be in accordance with repair location jurisdictional standards.

If more than 20 sites are listed for repair in a particular month, the following timeframe shall be implemented:

21 to 30 sites 45 calendar days 31 to 60 sites 60 calendar days

Basis of Payment for the Contract includes the following:

a. Terms of the Contract are to be based on a site size basis

b. Contractor shall not receive compensation when equipment is down for repairs or waiting for the replacement equipment.

Bid Item Description

Bid Item 1 – Sites 1 – 15: Restore Pavement Sites (Appendix A)

A. Measurement and Payment by Full Compensation

1. By the Unit price of Lump Sum. Includes mobilization and demobilization, traffic control, grinding area for restoration, remove temporary asphalt patch, compact aggregate base if necessary, place and compact hot mix asphalt concrete, seal coat, and replace all pavement markings disturbed by this project per City/County standards. All required testing will be done by the County or City per jurisdictional standards.

Bid Item 2 – Adjust Utility Boxes to Grade

A. Measurement and Payment by Full Compensation

1. By the Unit price of Each. Includes mobilization and demobilization, traffic control, all labor, materials, tools, equipment necessary for adjusting or replacing the utility boxes to finish grade complete in place; including locating, referencing, and setting marks, placement of asphalt concrete and sand sealing, as specified in the State Standard Specifications, City/County standards. All required testing will be done by the County or City per jurisdictional standards.

2. The Contractor shall adjust and bolt all Sacramento County Water Agency (SCWA) valve boxes in accordance with Standard Drawing 8-5, “Valve Box Installation and Operating Nut Extension,” and Section 41-20, “Setting, Adjusting, and Locating Water Boxes,” of the Sacramento County Standards and Specifications dated November 1, 2024, and these Technical Specifications, and as directed by the Engineer.

3. See Appendix B for frame and cover adjustment locations. Adjustments are occurring within the City of Elk Grove resurfacing project that is scheduled to begin construction in Spring of 2026. The Agency will coordinate box adjustments per the City’s construction schedule.

4. Contractor shall notify the Agency of any damaged utility boxes and replace at the discretion of the Engineer on a force account basis.

Bid Item 3 – Asphalt Removal and Replace (15 ft x 10 ft)

A. Measurement and Payment by Full Compensation

1. By the Unit price of Each. Includes mobilization and demobilization, traffic control, all tools, equipment, materials and labor necessary to provide and implement grinding/sawcutting area up to 150 square feet for restoration, removing temporary asphalt patch and/or existing SCWA facility pavement area with alligator cracking, compact aggregate base if necessary, place and compact hot mix asphalt concrete, seal coat, and replace all pavement markings disturbed by this project per City/County standards. All required testing will be done by the County or City per jurisdictional standards.

Bid Item 4 – Asphalt Removal and Replace (20 ft x 15 ft)

A. Measurement and Payment by Full Compensation

1. By the Unit price of Each. Includes mobilization and demobilization, traffic control, all tools, equipment, materials and labor necessary to provide and implement grinding/sawcutting area between 151 and 300 square feet for restoration, removing temporary asphalt patch and/or existing SCWA facility pavement area with alligator cracking, compact aggregate base if necessary, place and compact hot mix asphalt concrete, seal coat, and replace all pavement markings disturbed by this project per City/County standards. All required testing will be done by the County or City per jurisdictional standards.

Bid Item 5 – Asphalt Remove and Replace (25 ft x 20 ft)

A. Measurement and Payment by Full Compensation

1. By the Unit price of Each. Includes mobilization and demobilization, traffic control, all tools, equipment, materials and labor necessary to provide and implement grinding/sawcutting area between 301 and 500 square feet for restoration, removing temporary asphalt patch and/or existing SCWA facility pavement area with alligator cracking, compact aggregate base if necessary, place and compact hot mix asphalt concrete, seal coat, and replace all pavement markings disturbed by this project per City/County standards. All required testing will be done by the County or City per jurisdictional standards.

Bid Item 6 – Sidewalk, Curb, & Gutter Replacement

A. Measurement and Payment by Full Compensation

1. By the Unit price of Linear Feet. Includes mobilization and demobilization, traffic control, all tools, equipment, materials and labor necessary to remove and replace sidewalk, curb, and gutter. All required testing will be done by the County or City per jurisdictional standards.

Bid Item 7 – Crack Repair

A. Measurement and Payment by Full Compensation

1. By the Unit price of Linear Feet. Includes mobilization and demobilization, traffic control, all tools, equipment, materials and labor necessary to provide and implement cleaning and filling cracks up to 2 inches.

Bid Item 8 – Slurry Seal to Cover USA Markings

A. Measurement and Payment by Full Compensation

1. By the Unit price of Square Feet. Includes mobilization and demobilization, traffic control, all tools, equipment, materials and labor necessary to provide and implement covering USA markings.

2. All pavement repair locations within the City of Elk Grove will also require Slurry Seal to cover SCWA’s USA Markings.

Bid Item 9 – Concrete Pavers

A. Measurement and Payment by Full Compensation

1. By the Unit price of Square Foot. Includes mobilization and demobilization, traffic control, all tools, equipment, materials and labor necessary to provide and implement removal, cleaning and reinstallation of concrete pavers.

2. Concrete Pavers are located in the Rio Del Oro neighborhood in the City of Rancho Cordova. Contractor to refer to Detail in Appendix D.

Bid Item 10 – Allowance

A. Measurement and Payment by Full Compensation

1. The allowance is for unexpected extra work. This work will be performed on a time and materials basis.

Payment for lump sum items shall be as defined in Section 8 of the SCS. The lump sum price shall be full compensation for the preparation and installation of these materials, and for all labor, equipment, tools, and incidentals to complete this item. Quantities in bid items 1 – 9 are estimated. Price paid will be based on actual unit prices.

Such other items or details not mentioned above that are required by this contract shall be performed, placed, constructed, or installed in accordance with the Contract Document or as directed in writing by the Agency.

All questions should be directed to the On-Call Pavement Restoration Project 2025-2028 project posting on the Agency's eProcurement website.

SP-03 MODIFICATIONS TO NOVEMBER 2024, REF. “SCS”, AS AMENDED,

COUNTY OF SACRAMENTO STANDARD CONSTRUCTION SPECIFICATIONS

Modifications shall be made as follows:

1 TERMS AND DEFINITIONS

1-1 GENERAL

The work embraced herein shall conform to the provisions of the County of Sacramento Standard Construction Specifications (herein after referred to as the “Standard Construction Specifications”) dated September 2001 (revised November 2024), City of Elk Grove Construction Specifications (herein after referred to as “City Specifications”) dated June 2020, the State of California, Department of Transportation, Standard Specifications (herein after referred to as the “State Specifications”) and Standard Plans (herein after referred to as the “State Plans”) dated 2018 with revisions, and these Special Provisions.

In the event of conflict with respect to the Contract or between the documents listed below or referenced herein, the order of precedence, highest to lowest, shall be as follows:

1. Field Instructions

2. Special Provisions

3. Project Details

4. Standard Construction Specifications (SCS)

5. City Specifications

6. State Specifications

1-3 DEFINITIONS

A broader list of definitions is available in Section 1 of the General Provisions of the Sacramento County Standard Construction Specifications as amended November 2024. The definitions below are specific to this project and these Special Provisions.

A. Agency: Shall mean Sacramento County Water Agency, 827 7th Street, Room 301, Sacramento, CA 95814, (916) 874-6851, Fax: (916) 874-8693. Also referred to as the Operator.

B. Project Engineer: Joe Young, Desk: (916) 874-5592, Email:

youngjo@saccounty.gov.

C. Resident Engineer: Sacramento County, Construction Management and Inspection Division (CMID). The Resident Engineer is the authorized agent of the Agency and shall issue directions to the Contractor.

D. SCS: Sacramento County Standard Construction Specifications November 2024. The SCS are incorporated into these contract documents.

7 PROSECUTION OF THE WORK

Prosecution of the Work shall conform to the provisions in Section 7, “Prosecution of the Work,” of the Standard Construction Specifications and these Special Provisions.

7-8 PEAK HOURS, HOURS OF DARKNESS, HOLIDAYS, AND WEEKENDS

Work hours within the City of Elk Grove shall be in accordance with Section 7-8, “Peak Hours, Hours of Darkness, Holidays, and weekends,” of the City Specifications. Unless otherwise noted, directed, or approved by the County of Sacramento and the City of Elk Grove, no work shall be done between 6 p.m. and 7 a.m. or on Saturday, Sundays, or federal holidays. For work hours outside of the City of Elk Grove, this section shall conform to Section 7-8, “Peak Hours, Hours of Darkness, Holidays, and weekends,” of the Standard Construction Specifications.

7-15 TIME OF COMPLETION

The time of completion (termination) of this contract shall be from the date of authorization until December 31, 2028.

8 MEASUREMENT AND PAYMENT

Measurement and Payment shall conform to Section 8, “Measurement and Payment,” of the Standard Construction Specifications and these Special Provisions.

It is the Contractor’s responsibility to measure and/or compute the quantities of work completed, subject to verification by the Agency, under the terms of the Contract. In computing quantities, the length, area, solid contents, number, weight, or time as specified in the Contract or the Schedule of Values shall be used.

8-10 LIQUIDATED DAMAGES FOR DELAY

As set forth in Section 8-10, “Liquidated Damages for Delay”, of the Standard Construction Specifications, the liquidated damages for this contract shall be five hundred dollars ($500) per calendar day.

9 CHANGES AND CLAIMS

Changes and Claims shall conform to Section 9, “Changes and Claims,” of the Standard Construction Specifications and these Special Provisions.

The Agency reserves the right to order corrections, alterations, additions, modifications, deletions or other changes as required for the proper completion of the Work. The order may be made prior to the final acceptance of the Contract without voiding the Contract, without notice to the Contractor’s sureties, and in accordance with the provisions of Section 9-2, “Ordering of Changes”, of the Standard Construction Specifications.

10 ENVIRONMENTAL CONTROLS AT WORK SITE

The Contractor shall abide to the latest sanitary regulations in accordance with Section 10-9, “Sanitary Regulations,” of the Standard Construction Specifications and the following:

The Contractor shall be solely and completely responsible for implementing the applicable COVID-19 guidelines from the California Department of Industrial Relations, Division of Occupational Safety and Health, and the applicable COVID-19 guidance from the Centers for Disease Control and Prevention for the protection of workers, including regulations concerning education, training, routine cleaning, on-site washing facilities, and the use of Personal Protective Equipment (PPE) at the workplace (collectively, "Guidelines"). The Contractor shall submit a plan and/or narrative description to the Agency for compliance with these Guidelines prior to commencement of the Work. This safety plan and/or narrative description shall describe all education, training, routine cleaning, on-site washing facilities, Personal Protective Equipment (PPE), or similar to be used at the Project Site. Full compensation for implementing the Guidelines, and any required updates to the safety plan and/or narrative description, shall be considered as included in the prices paid for the various items of Work involved as specified in Section 8-3, "Work to be Done Without Direct Payment," of the Standard Construction Specifications and therefore no additional compensation shall be made.

12 SAFETY, PUBLIC CONVENIANCE, AND TRAFFIC CONTROL

The Contractor is responsible for public safety and traffic control within the project limits and on the approaches to the project. Provisions for public convenience and safety and construction area traffic control shall be in accordance with Section 12-2, “Public Convenience and Safety”, Section 12-3, “Public Safety and Traffic Control,” and Section 12-4, “Traffic Control Plans,” of the Standard Construction Specifications.

For repair locations within the City of Elk Grove, Contractor shall notify the City 24 hours in advance of the date work is to begin. Construction area traffic controls and devices shall conform to the requirements in the following Sections of City of Elk Grove Standard Construction Specifications: Section 6-11, “General Safety Requirements”; Section 6-12, “Public Convenience and Safety”; Section 6-13, “Public Safety and Traffic Control”; Section 6-14, “Traffic Control Plans (TCP)”; Section 7-8, “Peak Hours, Hours of Darkness, Holidays, and Weekends”; and this Section (Section 12).

13 EXISTING FACILITIES

Existing Facilities shall conform to Section 13, “Existing Facilities,” of the Standard Construction Specifications and these Special Provisions. It is the responsibility of the Contractor to protect existing curb, gutter, sidewalk, pavement markings, culverts, railings, signs, traffic signal detectors, other roadway appurtenances, and other improvements inside or outside the road right-of-way while performing work. Facilities damaged due to the Contractor's operations shall be repaired or replaced at the Contractor's expense.

Any damage resulting from the Contractor’s operations shall be repaired by the Contractor to the condition of equal or better, which existed prior to the damage, and to the satisfaction of the Engineer, at no cost the County.

Full compensation for Existing Facilities, as specified herein, shall be considered as included in the prices paid for the various items of work involved as specified in Section 8-3, "Work to be Done Without Direct Payment," of the Standard Construction Specifications and no additional compensation will be made.

14 RESTORATION OF SURFACES

Restoration of surfaces shall conform to Section 14, “Restoration of Surfaces,” of the City Specifications for pavement restoration areas within the City of Elk Grove. For pavement restoration areas outside of the City of Elk Grove, this Section shall conform to Section 14, “Restoration Surfaces” of the Standard Construction Specifications. All crack repair shall be accordance with this Special Provisions within all of Sacramento County including the City of Elk Grove.

CRACK REPAIR

This item shall consist of furnishing all labor, materials, equipment, and traffic control for crack sealing on selected asphalt and/or concrete pavement within the Agency facilities.

MATERIAL

Crack seal material shall consist of a single component, hot-applied, elastically modified asphalt composition specifically produced for effective pavement maintenance joint sealing.

Acceptable materials are the following or equal:

CRAFCO Parking Lot Sealant Type 2 (Part No. 34200)

CRAFCO Polyflex Type 3 (Part No. 34521)

CRAFCO Superflex (Part No. 34532)

Acceptable materials shall be applied unless specified otherwise by Agency.

EXECUTION

Surface Preparation Cracks 1/8-inch and wider shall be blown clean of all organic materials with a high-pressure air nozzle (min. 90 psi) and/or a mechanical cleaning process to a depth of 1/2-inch minimum. Old sealant which protrudes above the asphalt concrete surface shall be completely removed. Cleaning shall result in surfaces with are free from all dust, moisture of other contaminants and shall be approved by the Agency Representative.

Crack Seal Application Cracks to be filled shall be completely dry at the time of filling, and in no case shall crack sealing be performed within 24 hours of any precipitation. Sealant shall be applied when the pavement surface temperature exceeds 50 oF. Application at lower temperatures may result in reduced adhesion due to possible presence of excess moisture.

Crack sealant material shall be applied to all cracks 1/8-inch or greater to be flush with the adjacent pavement surface. Cracks shall be sealed from the bottom up. Excess sealant shall be leveled to less than 1/8-inch thickness with a squeegee to produce a band which is 2 to 4-inches wide, centered over the crack.

Traffic shall not be allowed on the freshly applied crack seal material until it has cured or until it has been sanded to prevent tracking.

Cracks greater than 2-inches should be repaired with patch material directed by Agency.

For extensive alligator areas, do not use crack seal.

PAYMENT

Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid by linear feet, and no additional compensation will be allowed.

19 TRENCH EXCAVATION, BEDDING AND BACKFILL

Trench Excavation, Bedding and Backfill shall conform to Section 19, “Trench Excavation, Bedding and Backfill,” of the City Specifications for pavement restoration areas within the City of Elk Grove. For pavement restoration outside of the City of Elk Grove, this Section shall conform to Section 19, “Trench Excavation, Bedding and Backfill” of the Standard Construction Specifications.

19-1.03 PAVEMENT CUTTING

Pavement restoration services within the City of Elk Grove shall be grinded and no pavement cutting will be allowed unless directed otherwise by Inspector or Engineer.

23 ASPHALT CONCRETE

Asphalt Concrete shall conform to Section 23, “Asphalt Concrete,” of the City Specifications for pavement restoration areas within the City of Elk Grove. For pavement restoration areas outside of the City of Elk Grove, this Section shall conform to Section 23, “Asphalt Concrete” of the Standard Construction Specifications.

SP-04 SCHEDULE OF SERVICES

Contractor shall perform Pavement Repair services within the term of this Contract, and in accordance with the schedule set forth in this section, SP-04.

SCWA Responsibility: Provide a list of repair locations to the Contractor monthly.

Contractor Responsibility: Contractor shall be required to commence work within ten (10) working days of receiving a list of pavement repair locations from the Agency. Contractor to notify Agency at least three (3) working days before arriving on site.

Payment: The contract unit price paid per UNIT in the “Price Form” shall include full compensation for furnishing all labor, materials, equipment, incidentals, mobilization, and for doing all work involved in as described in these Special Provisions, the Standard Construction Specifications, and as directed by the Engineer and no additional compensation will be made.

SP-05 OTHER WORK

All work not mentioned in these Special Provisions and/or not shown on the details but considered necessary and in the scope of the Standard of Practice for the given item of construction technique shall be constructed in accordance with the Standard Construction Specifications, or as directed by the Engineer. Payment for work for which there is not an item on the bid form shall be included in prices bid for other items of work necessary to provide a completed job. No additional compensation shall be made.

- END OF SECTION -

APPENDICES

Appendix A Page 1 of 9

APPENDIX A: SITE LIST AND PHOTOS

Site No.

Address City Zip Code Approx

Repair Size

(SF)

1 8885 MEADOWSPRING DR ELK GROVE 95758 50

2 7013 PLUME WAY ELK GROVE 95758 80

3 6025 BELFIELD CIR ELK GROVE 95758 50

4 9031 MOLINERO CT ELK GROVE 95758 70

5 6300 LAGUNA PARK DR ELK GROVE 95758 60

6 9487 MADRID WAY ELK GROVE 95758 70

7 9267 LAGUNA LAKE WAY ELK GROVE 95758 60

8 5908 PINE VISTA WAY ELK GROVE 95758 50

9 9538 NEW TRADITION LN ELK GROVE 95758 70

10 11390 SUNRISE GOLD CIR RANCHO CORDOVA 95742 50

11 9000 MERLOT WAY SACRAMENTO 95829 50

12 8979 NAPA VALLEY WAY SACRAMENTO 95829 60

13 8194 WESTRAY DR SACRAMENTO 95829 60

14 8194 WESTRAY DR SACRAMENTO 95829 50

15 8291 ANDALUSIAN DR SACRAMENTO 95829 100

Appendix A Page 2 of 9

Site 1 – 8885 Meadowspring Drive

Site 2 – 7013 Plume Way

Appendix A Page 3 of 9

Site 3 – 6025 Belfield Circle

Site 4 – 9031 Molinero Court

Appendix A Page 4 of 9

Site 5 – 6300 Laguna Park Drive

Site 6 – 9487 Madrid Way

Appendix A Page 5 of 9

Site 7 – 9267 Laguna Lake Way

Site 8– 5908 Pine Vista Way

Appendix A Page 6 of 9

Site 9 – 9538 New Tradition Lane

Site 10 – 11390 Sunrise Gold Circle (Sidewalk Repair)

Appendix A Page 7 of 9

Site 11 – 9000 Merlot Way

Site 12 – 8979 Napa Valley Way

Appendix A Page 8 of 9

Site 13 – 8194 Westray Drive

Site 14 – 8194 Westray Drive

Appendix A Page 9 of 9

Site 15 – 8291 Andalusian Drive

AP "EGF" STA 110+78.0

S

D

D

D

D

SD

SS SS SS SS

SD SD

SD SD

5'

50 50

109+00 110+00

111+00 112+00 113+00 114+00

+2

+4

+4

+5

+0

D

S11'

16'

5'

12'

12'

12'

12'

5'5'

5'

11'

5'

50 50 50 50 50

5+00 6+00

114+00 115+00 116+00 117+00 118+00 119+00

+1

+1

+9

+0

+1

+0

+58 +54+53

+2

+4

+2

+1

+2

+3

+4

+6

+6

+6

+5

+6

+7

+6

+63

+76

+66

+04

+16

+21+22

+16

+04

116+93.65 "EGF" LINE =

5+38.47 "S" LINE

+6

+7

+6

+7

+8

+2

+2

10'

SCALE IN FEET

0 20' 40'

DRAWING SCALE

HOR. SCALE:

VERT. SCALE:

REVIEWER:

DATE:

DRAFTER:

DESIGNER:

DRAWING INFO

CH

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BY

DA

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DRAWING SCALE

RE

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PROJECT NO.

SHEET NO. OF

DWG NO.

M A T C H

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M A T C H

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ELK GROVE - FLORIN ROAD

SHELDON RD

SHELDON RD

"EGF" LINE

N0°35'26"W

L = 5822.00'

HMA DIGOUT

(305 SF)

HMA DIGOUT

(127 SF)

HMA DIGOUT

(106 SF)

HMA DIGOUT

(485 SF)

HMA DIGOUT

(152 SF)

XW

XW

XW

XW

NOTES:

· QUANTITIES SHOWN REPRESENT IMPROVEMENTS

DISPLAYED ON THIS SHEET.

LL

LL

LL

LL

"EGF" LINE

N2°29'21"E L = 315.00'

"EGF" LINE

N0°35'26"W

L = 5822.00'

39 9

16 42

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AS NOTED

39A

39BIKE LANE DELINEATORS

(SEE SHEET 3 FOR DETAIL)

"S

L

IN

E

N

'1

"E

L

.5

SEE DETAIL 8 ON SHEET 3 FOR

BIKE LANE BUFFER DIAGONAL

CROSSHATCH DETAIL, TYP.

3" COLD PLANE

(21,755 SF)

3" HMA OVERLAY

(408 TON)

SURVEY MONUMENT

PERPETUATION

58 ROS 13

CONSTRUCTION NOTES:

1 SACSEWER MANHOLE TO BE ADJUSTED TO GRADE PER

SACSEWER STANDARD DETAIL MH-03 BY CONTRACTOR.

SCWA WATER VALVE TO BE ADJUSTED TO GRADE

BY OTHERS (SCWA). CONTRACTOR TO COORDINATE

SEQUENCE OF WORK WITH OTHERS.

STORM DRAIN MANHOLE TO BE ADJUSTED TO GRADE BY

CONTRACTOR.

39A

39A

UTILITY BOX

ADJUSTMENT LOCATIONS

UTILITY BOX

ADJUSTMENT LOCATIONS

APPENDIX B - UTILITY BOX ADJUSTMENT LOCATIONS

EXISTING ROADWAY FOGLINE/LIP OF GUTTER, TYP

2' k----.--_J1--- F"

TEMPORARY

ASPHALT/AREA OF

REPAIR

c::::::[:::::::

GRINDING

LIMITS

MIN

PERPENDICULAR TO TRAFFIC DETAIL

EXISTING LIP OF GUTTER

GRINDING LIMIT

NOTES:

1. SEE CITY OF ELK GROVE STANDARD DRAWINGS ST-1 AND ST-7

FOR MATERIALS AND MATERIAL THICKNESS.

2. GRINDING LIMITS SHALL ONLY BE ALONG GUTTER LINES, LANE

LINES, CENTER OF LANES AND SHALL NOT BE PLACED ON WHEEL

LINES. WHEN IN SHOULDER, CONTRACTOR SHALL GRIND TO LIP OF

GUTTER WHEN GRINDING LIMIT IS WITHIN 6 FEET OF GUTTER.

3. ENTIRE BIKE LANE SHALL BE REPAVED IF TEMPORARY PAVEMENT

IS IN BIKE LANE AREA.

4. GRIND SHALL BE MINIMUM 2' BEYOND LARGEST AREA OF EXISTING

TEMPORARY PATCH.

5. ALL NEW PAVEMENT SHALL BE SLURRY SEALED MINIMUM 12"

BEYOND GRINDING LIMIT.

5.1. EXISTING USA MARKINGS PERTAINING TO SCWA BEYOND THE

12" OUTER BOUNDARY SHALL BE COVERED WITH SAND SLURRY.

THE SAND SLURRY SHALL BE EXTENDED MONOLITHICALLY.

6. GRIND PARALLEL TO EXISTING GUTTERS. CONTRACTOR SHALL NOT

SAWCUT.

SAND SEAL OUTER

,1

BOUNDARY TACK OIL

& BLACK SAND ONLY

7. PATCHES THAT SETTLE MORE THAN f SHALL BE REPAIRED PER

CITY OF ELK GROVE SPEC SECTION 14-3. PATCHES THAT

PROTRUDE MORE THAN f SHALL BE MILLED DOWN AND RESEALED

TO MEET GRADE OF SURROUNDING PAVEMENT.

2'

''\I.

TEMPORARY ----r

4• ASPH ALT/ AREA

OF REPAIR

12" MIN

NOTE 5

I· .-.

L�--_ -�-

TYPICAL/PARALLEL TO TRAFFIC REPAIR DETAIL

8. REPLACE STREET MARKINGS PER CITY OF ELK GROVE

SPECIFICATIONS.

9. SEE CITY OF ELK GROVE STANDARD DRAWING ST-6A:

9.1. EDGES OF REPAIRS SHALL BE ALIGNED WHEN DISTANCE

BETWEEN 3 CONSECUTIVE REPAIR AREAS ARE 100' OR LESS.

9.2. REPAIRS SHALL BE JOINED IF SPACING BETWEEN REPAIR AREA

IS 15' OR LESS UNLESS APPROVED BY CITY AND AGENCY.

SACRAMENTO COUNTY

WATER AGENCY

APPENDIX C

TEMPORARY PAVEMENT REPAIR DETAIL FOR ELK GROVE

..... � DEPARTMENT OF WATER

� RESOURCES PROJECT: ON-CALL PAVEMENT RESTORATION PROJECT 2025-2028

SCALE: NONE I DATE: 04/2025 I DRAWN BY: MGI

FLEPATH:P:\Sharod Fddors\WSOtil\OPERATOf.l\PCM1ffl8111\Controcl XXXX - New On Cdl PO\ling Con1ruct\Pa,,oment DltalLT)l)icol.dwg

DESIGNED: MGI

APPENDIX D - CONCRETE PAVERS DETAIL