Construction Contract (Large File) — Emeryville City Council, July 19, 2022

C A L I F O R N I A

C O N S T R U C T I O N C O N T R A C T

F O R C I T Y U S E O N L Y
Contract No. CIP No.

Resolution No. Project No.

REV 07/2022
THIS CONSTRUCTION CONTRACT (“Contract”) is effective as of _______________ (the “Effective Date”), by and between THE CITY OF EMERYVILLE, a municipal corporation, (“City”) and CF CONSULTING, INC. (“Contractor”), individually referred to as a “Party” and collectively as the “Parties”.

W I T N E S S E T H T H A T
WHEREAS, by Resolution No. __________, the City Council of the City of Emeryville has authorized the Director of Public Works to solicit public bids for the Annual Street Rehabilitation And Preventive Maintenance Project Fiscal Year 2021/2022, Project No. EPW 21-102, CIP No. 17240005 (the “Project”); and
WHEREAS, the City has conducted a public bidding procedure in compliance with all applicable laws; and
WHEREAS, Contractor submitted the lowest responsible bid; and WHEREAS, the City has determined that the Contractor is qualified by training and experience to render such services; and
NOW, THEREFORE, the Parties hereto do mutually agree as follows:

1. CONTRACT DOCUMENTS
The following documents, including their respective exhibits and addenda (collectively "Contract Documents"), are by this reference incorporated in and made a part of this Contract in the following order of precedence:

A. Amendments to this Contract
B. Contract
C. Addenda to Invitation for Bid
D. Supplemental Specifications
E. Instructions to Bidders
F. City of Emeryville Standard Specifications
1) http://www.ci.emeryville.ca.us/132/City-Standards
2) http://www.ci.emeryville.ca.us/348/City-Standard-Specifications DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 City of Emeryville | Construction Contract
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G. State of California Department of Transportation Standard Plans http://dot.ca.gov/programs/design/ccs-standard-plans-and-standardspecifications H. State of California Department of Transportation Standard Specifications http://dot.ca.gov/programs/design/ccs-standard-plans-and-standardspecifications I. Project Plans, Specifications, and Contract Drawings for:
the Annual Street Rehabilitation And Preventive Maintenance Project Fiscal Year 2021/2022, Project No. EPW 21-102, CIP No. 17240005 (the “Project”)
J. Required Bond Documents
K. Notice to Contractors
L. Contractor's Bid and Proposal, As Accepted by City

2. SCOPE OF WORK
In conformance with the Contract Documents, Contractor will furnish, all labor, materials, equipment, incidentals, transportation and disposal for services required in order to perform and complete the Project.

3. PRICE
The total amount to be paid under this Contract for all of the work set forth in Section 2 above is exceed ONE MILLION, SIX HUNDRED TWENTY EIGHT THOUSAND TWO HUNDRED EIGHTEEN DOLLARS AND NO CENTS ($1,628,218.00) ("Total Contract Price"). This price includes all costs for labor, materials, tools, equipment, services, warranty, taxes, insurance, overhead, profit and all other costs necessary to perform the work in accordance with this Contract.

4. TIME FOR COMPLETION
After the Contract has been executed by City, Contractor shall begin work within seven (7) calendar days after the effective date of the Notice to Proceed issued by City and shall diligently prosecute the work to completion within thirty-five (35) working days from the effective date of the Notice to Proceed. Liquidated Damages in the Amount of $3,000.00 per calendar day will be assessed for failure to complete the contract work within the number of workdays specified.

5. INDEMNIFICATION
To the fullest extent permitted by law, Contractor shall indemnify, defend, and hold harmless City and City’s members, officers, agents, employees and volunteers, from and against any and all claims, losses, liabilities of every kind, nature and description, damages, injury (including without limitation injury to or death of an employee of Contractor or subcontractors as well as any claim by any employee, agent, Contractor DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 City of Emeryville | Construction Contract
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or independent contractor hired or employed by Contractor that such persons or individuals are entitled to any benefit otherwise provided to employees of the City, including coverage under the California Public Employee Retirement System), costs and expenses of any kind, whether actual, alleged or threatened, including, without limitation, incidental and consequential damages, court costs, reasonable attorneys’ fees, litigation expenses, and fees of expert contractors or expert witnesses incurred in connection therewith and the costs of investigation, arising out of, pertaining to, or relating to, directly or indirectly, in whole or in part, the negligence, recklessness, or willful misconduct of Contractor, any subcontractor, anyone directly or indirectly employed by them or anyone that they control. This indemnification obligation is not limited in any way by any limitation on the amount or type of damages or compensation payable to or for Contractor. This obligation to indemnify and defend the City, its members, officers, agents, employees and volunteers shall survive termination of this Contract. Notwithstanding the foregoing, to the extent required by Civil Code section 2782, Contractor’s indemnity obligation shall not apply to liability for damages for death or bodily injury to persons, injury to property, or any other loss, damage or expense arising from the sole or active negligence or willful misconduct of the City or the City’s agents, servants, or independent contractors who are directly responsible to the City, or for defects in design furnished by those persons

6. INSURANCE

6.1 General Liability
Contractor shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form CG 00 01, in an amount not less than $2,000,000.00 per occurrence for bodily injury, personal injury, and property damage, including without limitation, blanket contractual liability and coverage for explosion, collapse and underground property damage hazards. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit.

Contractor’s general liability policies shall be primary and shall not seek contribution from the City’s coverage, and be endorsed using Insurance Services Office form CG 20 10 to provide that City and its officers, officials, employees, and agents shall be additional insureds under such policies. An endorsement providing completed operations coverage for the additional insured, ISO form CG 20 37, is also required.

6.2 Auto Liability
Contractor shall provide auto liability coverage for owned, non-owned, and hired autos using ISO Business Auto Coverage form CA 00 01, or the exact equivalent, with a limit of no less than $2,000,000.00 per accident.

6.3 Workers’ Compensation
Contractor shall maintain Workers’ Compensation Insurance (Statutory Limits) and Employer’s Liability Insurance with limits of at least $1,000,000.00. Contractor shall DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 City of Emeryville | Construction Contract
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submit to City, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of City, its officers, agents, employees, and volunteers.

7. NO WAIVER
Failure of City to insist upon strict performance of any of the terms and conditions hereof, or failure or delay to exercise any rights or remedies or to properly notify Contractor in the event of breach, or the acceptance of or payment for any good hereunder, shall not release Contractor of any of the warranties or obligations of this Contract and shall not be deemed a waiver of any right of City to insist upon strict performance hereof.

8. NOTICES
Any notice required to be given by this Contract will be in writing and deemed effective upon personal delivery, or 1 business day after being sent via registered or certified mail return receipt requested or by overnight commercial courier providing next business day delivery and addressed to the following respective parties:

City Contractor
City of Emeryville CF Contracting, Inc.

Attn: Ryan O’Connell Attn: Jacob Friedman
1333 Park Ave 96 Forrest Avenue
Emeryville, CA 94608 Fairfax, CA 94930
510-596-4346 415-310-5442

9. Entire Contract
This Contract contains the entire agreement of the parties with respect to the subject matter of this Contract. Any modifications to this Contract shall be in writing.

10. Authority to Contract
Contractor covenants and declares that it has obtained all necessary approvals to bind Contractor to this Contract and that the representative signing the Contract is authorized to do so.

SIGNATURES ON FOLLOWING PAGE
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 City of Emeryville | Construction Contract
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9. SIGNATURE PAGE TO CONSTRUCTION CONTRACT
IN WITNESS WHEREOF the City and the Contractor have executed this Contract, which shall become effective as of the date first written above.

Approved As To Form:

City Attorney
Dated: CITY OF EMERYVILLE
Christine S. Daniel, City Manager
Dated: CF CONTRACTING, INC.
(Signature)
Jacob Friedman, President
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 07/07/2022

CALIFORNIA
REV 08/2020 Page 1 of 5

EXHIBIT B
Contract Insurance Requirements
As used in this Exhibit B, Contractor refers to CF CONTRACTING, INC.

1. MINIMUM REQUIREMENTS
Contractor shall, at its expense, procure and maintain for the duration of the Contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the Work or Services required by the Contract hereunder by Contractor, its agents, representatives, employees or subcontractors. Contractor shall also require all of its subcontractors to procure and maintain the same insurance for the duration of the Contract. Such insurance shall meet at least the following minimum levels of coverage, as checked below:

1.1 Minimum Scope of Insurance
Coverage shall be at least as broad as the latest version of the following:
 General Liability
Insurance Services Office Commercial General Liability coverage (occurrence form CG 00 01).
 Automobile Liability
Insurance Services Office Business Auto Coverage form number CA 00 01, code 1 (any auto) or if Contractor owns no vehicles, this requirement may be met through a non-owned auto endorsement to the General Liability Policy.  Professional Liability / Errors and Omissions
Written on a policy form specifically designed to protect against acts, errors or omissions of the Contractor wherein “Covered Professional Services” as designated in the policy must specifically include Services performed under this Contract.
 Workers’ Compensation and Employer’s Liability
Workers’ Compensation insurance as required by the State of California and Employer’s Liability Insurance. Policies shall not contain exclusions contrary to this Contract.
 Pollution Liability Insurance
Pollution Liability insurance for claims arising from the discharge, dispersal release or escape or any irritant or contaminant into or upon land, any structure, the atmosphere, watercourse or body of water, including groundwater. This shall DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 City of Emeryville | Contract Insurance Requirements (Exhibit B) REV 08/2020

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include on and off-site clean up and emergency response costs and claims arising from above ground and below ground storage tanks.

1.2 Minimum Limits of Insurance
Contractor shall maintain limits no less than:
 General Liability
All Contract Types
$1,000,000.00 per occurrence and $2,000,000.00 aggregate for bodily injury, personal injury and property damage, including without limitation, blanket contractual liability.

OR
Construction Specific
$2,000,000.00 per occurrence and $4,000,000.00 aggregate for bodily injury, personal injury and property damage, including without limitation, blanket contractual liability, and coverage for explosion, collapse and underground property damage hazards.
 Automobile Liability
$2,000,000.00 per accident for bodily injury and property damage.  Professional Liability / Errors and Omissions
$2,000,000.00 per claim and aggregate.
 Workers’ Compensation and Employer’s Liability
Workers’ compensation limits as required by the Labor Code of the State of California. Employer’s Liability limits of $1,000,000.00 each accident, policy limit bodily injury or disease, and each employee bodily injury or disease.  Pollution Liability Insurance
$2,000,000.00 per occurrence and $2,000,000.00 aggregate.

Except for the professional liability / errors and omissions policy, defense costs shall be available in addition to the limits. Notwithstanding the minimum limits specified herein, any available coverage shall be provided to the Parties required to be named as additional insureds pursuant to this Contract.

2. INSURANCE ENDORSEMENTS
The insurance policies shall contain the following provisions, if checked, or Contractor shall provide endorsements (amendments) on forms supplied or approved by the City to add the following provisions, if checked, to the insurance policies:

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 General Liability
(1) Such policy shall provide the City, its officials, employees, agents and authorized volunteers additional insured status using ISO endorsements CG20 10 or CG20 37, or endorsements providing the exact same coverage, with respect to the work or operations performed by or on behalf of Contractor, including materials, parts or equipment furnished in connection with such work; (2) all policies shall waive or shall permit Contractor to waive all rights of subrogation which may be obtained by the Contractor or any insurer by virtue of payment of any loss or any coverage provided to any person named as an additional insured pursuant to this Contract, and Contractor agrees to waive all such rights of subrogation; (3) the insurance coverage shall be primary insurance as respects the City, its officials, employees, agents and authorized volunteers, or if excess, shall stand in an unbroken chain of coverage excess of Contractor’s scheduled underlying coverage. Any insurance or self-insurance maintained by the City, its officials, employees, agents and authorized volunteers shall be excess of Contractor’s insurance and shall not be called upon to contribute with it; and (4) the insurance coverage shall contain standard separation of insureds provisions.
 Automobile Liability
(1) Such policy shall provide the City, its officials, employees, agents and authorized volunteers additional insured status with respect to the ownership, operation, maintenance, use, loading or unloading of any auto owned, leased, hired or borrowed by Contractor or for which Contractor is responsible; (2) all policies shall waive or shall permit Contractor to waive all rights of subrogation which may be obtained by the Contractor or any insurer by virtue of payment of any loss or any coverage provided to any person named as an additional insured pursuant to this Contract, and Contractor agrees to waive all such rights of subrogation; and (3) the insurance coverage shall be primary insurance as respects the City, its officials, employees, agents and authorized volunteers, or if excess, shall stand in an unbroken chain of coverage excess of Contractor’s scheduled underlying coverage. Any insurance or self-insurance maintained by the City, its officials, employees, agents and authorized volunteers shall be excess of Contractor’s insurance and shall not be called upon to contribute with it in any way.
 Professional Liability Coverage
Any policy inception date, continuity date, or retroactive date must be before the effective date of this Contract and Contractor agrees to maintain continuous coverage through a period no less than three years after termination of the Contract.

DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 City of Emeryville | Contract Insurance Requirements (Exhibit B) REV 08/2020

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 Workers’ Compensation and Employer’s Liability Coverage The insurer shall agree to waive all rights of subrogation against the City, its officials, employees, agents and authorized volunteers for losses paid under the terms of the insurance policy which arise from work performed by Contractor.  Pollution Liability Coverage
(1) Such policy shall give the City, its officials, employees, agents and authorized volunteers additional insured status with respect to claims arising from the discharge, dispersal release or escape or any irritant or contaminant into or upon land, any structure, the atmosphere, watercourse or body of water, including groundwater; (2) all policies shall waive or shall permit Contractor to waive all rights of subrogation which may be obtained by the Contractor or any insurer by virtue of payment of any loss or any coverage provided to any person named as an additional insured pursuant to this Contract, and Contractor agrees to waive all such rights of subrogation; and (3) the insurance coverage shall be primary insurance as respects the City, its officials, employees, agents and authorized volunteers, or if excess, shall stand in an unbroken chain of coverage excess of Contractor’s scheduled underlying coverage. Any insurance or self-insurance maintained by the City, its officials, employees, agents and authorized volunteers shall be excess of Contractor’s insurance and shall not be called upon to contribute with it in any way.

ALL COVERAGES
Each insurance policy required by this Contract shall be endorsed to state that: (1) coverage shall not be suspended, voided, reduced or canceled except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City; and (2) any failure to comply with reporting or other provisions of the policies, including breaches of warranties, shall not affect coverage provided to the City, its officials, employees, agents and authorized volunteers.

3. NO SPECIAL LIMITATIONS
The required insurance shall not contain any special limitations on the scope of protection afforded to the City, its officials, employees, agents and authorized volunteers.

4. DEDUCTIBLES AND SELF-INSURANCE RETENTIONS
Any deductibles or self-insured retentions must be declared to and approved by the City. Contractor shall guarantee that, at the option of the City, either: (1) the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the City, its officials, employees, agents and authorized volunteers; or (2) the Contractor shall procure a bond or other financial guarantee acceptable to the City guaranteeing payment of losses and related investigation costs, claims and administrative and defense expenses.

DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 City of Emeryville | Contract Insurance Requirements (Exhibit B) REV 08/2020

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5. ACCEPTABILITY OF INSURERS
Insurance is to be placed with insurers with a current A.M. Best’s rating no less than A-:VII, licensed to do business in California, and satisfactory to the City. Exception may be made for the State Compensation Insurance Fund when not specifically rated.

6. VERIFICATION OF COVERAGE
Contractor shall furnish City with original certificates of insurance and endorsements effecting coverage required by this Contract on forms satisfactory to the City. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf, and shall be on forms supplied or approved by the City. All certificates and endorsements must be received and approved by the City before work commences. The City reserves the right to require complete, certified copies of all required insurance policies, at any time.

7. SUBCONTRACTORS
All subcontractors shall meet the requirements of this Section before commencing any work. Contractor shall furnish separate certificates and endorsements for each subcontractor. Subcontractor policies of General Liability insurance shall name the City, its officials, employees, agents and authorized volunteers as additional insureds using form ISO 20 38 04 13 or endorsements providing the exact same coverage. All coverages for subcontractors shall be subject to all of the requirements stated herein except as otherwise agreed to by the City in writing.

8. REPORTING OF CLAIMS
Contractor shall report to the City, in addition to Contractor’s insurer, any and all insurance claims submitted by Contractor in connection with the work performed under this Contract.

Attach:

Insurance Certificate and Endorsements
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865

NOTICE INVITING BIDS
NOTICE IS HEREBY GIVEN THAT sealed bids will be received by the City of Emeryville, Alameda County, California, (hereinafter "City") at the Office of the Director of Public Works, 1333 Park Avenue, Emeryville, CA 94608, until 2:00 PM, June 16, 2022, at which time bids will be publicly opened for the following project:

Annual Street Rehabilitation and Preventive Maintenance Project Fiscal Year 2021/2022 Project No. EPW-21102
This project entails street rehabilitation and preventive maintenance on various streets throughout the City of Emeryville. The specific streets included in this project are:
 41st Street (San Pablo Avenue – Adeline Street)
 43rd Street (San Pablo Avenue – Adeline Street)
 45th Street (San Pablo Avenue – Adeline Street)
 47th Street (San Pablo Avenue – Adeline Street)
 48th Street (San Pablo Avenue – City Limits)
 Salem Street (43rd Street – 45th Street)
 Essex Street (43rd Street – 45th Street)
 Doyle Street (45th Street – Steve Dain Drive)
 Steve Dain Drive (Doyle Street – San Pablo Avenue)
This project generally includes, but is not limited to, the reconstruction and preservation of asphalt pavement; replacement of traffic striping and markings; installation of signs; reconstruction of PCC sidewalks, driveways, medians, curb, gutters, and curb ramps; and reconstruction of existing bulbout planters.

In regards to asphalt pavement preservation and maintenance, the project requires the contractor to use crack seal, crack repair, and slurry seal where indicated. In regards to asphalt pavement removal and replacement, the project requires various methods including the contractor to provide a full dig out, replace the existing asphalt, and construction of new pavement section where indicated.

The work, to be completed within 35 working days, is more fully described in the Contract Documents, as defined in the Contract provided in Section 8, Part A, Bid Documents. The engineer’s estimate for this project is $1,380,000. Liquidated Damages in the Amount of $1,500 per calendar day will be assessed for failure to complete the contract work within the number of workdays specified.

Bidders and their proposed subcontractors shall hold such licenses as may be required by the laws of the State of California for the performance of the work specified in the Contract Documents. Bidders bidding as the prime Contractor shall possess a valid California State Contractor’s License, Classification A – General Engineering, C12 – Earthwork and Paving, or C32 – Parking and Highway Improvement at the time of contract award and throughout the Contract term. The Contractor will also be required to ensure that all subcontractors working on the project are holding valid licenses suitable for their trade.

Bids shall be submitted on the forms included in Part A, Bid Documents, plainly endorsed with Bidder's name together with signed acknowledgment of any and all addenda. Bidder’s attention is directed to the Section 2, Part B, Bidding. Bid Documents shall be securely sealed in a suitable envelope marked with the name and address of the Bidder, and marked in capital letters on the front of the envelope, as follows:

Annual Street Rehabilitation and Preventive Maintenance Project Fiscal Year 2021/2022 Project No. EPW-21102
Whether mailed or personally delivered, all bids shall be securely sealed in a suitable envelope and addressed to the City Engineer, City of Emeryville, Alameda County, California, 1333 Park Avenue, Emeryville, CA 94608. No late bids will be accepted and will be returned unopened.

Each bid must be accompanied by a Bid Guaranty in the form of Cash, Bidder's Bond, Certified Check or Cashier’s Check in an amount equal to at least ten percent (10%) of the Total Bid Price. The Bid Guaranty will be retained and applied to any and all damages sustained by the City in the event that the successful DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 Bidder fails or refuses to enter into the Contract awarded to it or furnish all required bonds and certificates of insurance.

Plans, Specifications, Bid Documents, Supplemental Specifications and any Addendum may be obtained free of charge from the City of Emeryville website at http://emeryville.org/904/RFPs-Bids or at www.ciplist.com.

The Contract awarded pursuant to this advertisement is subject to the State contract nondiscrimination and compliance requirements pursuant to California Government Code §12990.

The City of Emeryville hereby notifies all Bidders that it will affirmatively ensure that in any Contract awarded pursuant to this advertisement, disadvantaged business enterprises (DBEs) will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. DBEs are strongly encouraged to submit bids as both prime Contractors and subcontractors.

This is a Public Works Contract. In accordance with section 1720 et seq. of the Labor Code, the general prevailing wage rates as established by the Director of the California Department of Industrial Relations will apply. The prevailing wage rates established by the State Director of Industrial Relations can be viewed at the City’s offices, are available on the State of California’s website at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm, or can be obtained by mail addressed to:

Prevailing Wage Unit, Division of Labor Statistics and Research, Department of Industrial Relations, P.O. Box 603, San Francisco, CA 94101.

No Contractor or subcontractor may be listed on a bid proposal or awarded a contract for a public works project unless registered with Department of Industrial Relations (DIR) pursuant to Labor Code section 1725.5 at the time of bid. Each Bidder and subcontractor must submit proof of contractor registration with DIR (e.g. a hard copy of the relevant page of the DIR's database found at: https://efiling.dir.ca.gov/PWCR/Search).

This Contract is subject to monitoring and enforcement by the DIR pursuant to Labor Code Section 1771.4.

Pursuant to Public Contract Code Section 22300, the successful Bidder may submit certain securities in lieu of the City retaining a portion of progress payments during the Project. Pursuant to California Civil Code Section 9950, the successful Bidder at the time the contract is awarded shall furnish a payment bond if civil work exceeds twenty-five thousand dollars ($25,000) in the amount of 100% of the Total Contract Price. The successful Bidder shall also provide a performance bond in the amount of 100% of the Total Contract Price.

Attention is directed to the Contract Documents for complete details and bid requirements. Said Contract Documents shall be considered as a part of any Contract awarded pursuant to this Notice Inviting Bids.

All bids are to be compared on the basis of the City Engineer's estimate of the quantities of work to be done. The City of Emeryville reserves the right to reject any or all bids, and further reserves the right to waive formal irregularities as to any bid substantially in conformity with the specifications herein referred to. The City of Emeryville reserves the right to reject any and all bids or to waive any defects or irregularity in bidding in accordance with applicable law. In accordance with California Public Contract Code Section 20103.8, if the City elects to award a contract for performance of the project, the contract will be awarded in accordance with California Public Contract Code Section 20162 and other applicable law to the responsible bidder submitting a responsive bid with the lowest total bid price. All bids will remain valid for 90 days after the bid opening. Except as permitted by law and subject to all applicable remedies, including forfeiture of bidder’s security, bidders may not withdraw their bid during the 90-day period after the bid opening.

The firm of Crossroad Lab has provided engineering services to the City for this project. Therefore, this firms, and any of their affiliates, partners, officers, employees, parent companies or subsidiaries are prohibited from being awarded the Contract for the project, subcontracting for a portion of the work under the Contract for the project, or supplying materials for the work under the Contract for the project. Accordingly, these persons and entities are ineligible to bid on the project and no Contract shall be awarded to such persons or entities identified as the Contractor, subcontractor or supplier on a submitted bid proposal for this Project.

All questions prior to award of the Contract shall be directed to the Project Manager Ryan O’Connell DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 [email protected]. The deadline for submissions of initial questions and clarifications concerning the Contract Documents is June 9, 2022, at 5:00pm. Only signed Addenda issued by the City Engineer or Project Engineer are binding.

By order of the City Council of the City of Emeryville, Alameda County, California, January 18, 2022.

Date: 5/25/2022
Ryan O’Connell, PE
Senior Civil Engineer, City of Emeryville
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ANNUAL STREET REHABILITATION AND

PREVENTIVE MAINTENANCE PROJECT
FISCAL YEAR 2021/2022
(PROJECT NO. EPW-21102)
ADDENDUM NO. 1
June 8, 2022
To All Plan Holders:

Notice is hereby given that the following changes to the bid documents have been made for the above referenced project:

Part A – CONTRACT DOCUMENTS

1. Bid Sheet
a. The following changes are made to the Bid Sheet. New bid items have been added and the new Bid Sheet is as an attachment to this addendum.

Item No. Description Unit Quantity
53 Standard Simme-Seat (SS3)
with Divider EA 40
54 Standard Simme-Seat (SS3)
with Pole EA 10
Part C – SPECIAL PROVISIONS

1. Part C – Section 10-5.53
a. Add the following section:
i. Section 10-5.53 Simme-Seats (Bid Items No. 53 and 54) 10-5.53.1 General
Simme-Seats shall be RAL color code 6004. Installation of seats shall be at the back of sidewalk at (50) bus stop locations in the City of Emeryville. Engineer to mark out installation locations and provide location map prior to beginning of Construction.

Manufacturer recommendations to be followed for installation (https://simmeseat.com/).

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10-5.53.2 Payment
Payment for Simme-Seats (Bid Items No. 53 and 54) will be made at the respective contract price per each and shall include furnishing all labor, material, tools, equipment, traffic control, and incidentals necessary to provide, install as directed by Engineer in the field.

EPW-21102 - Construction Plans
The following sheets have been revised as follows for clarity:

2. Title Sheet (T-01)
a. Formatting and Addition of Engineer’s Stamp/Legend.

3. Detail Sheet Set (D-02, D-03, D-04)
a. Formatting/Scaling revisions of few details.

4. Pavement Sheet (I-01)
a. Annotation and formatting changes.

5. Layout Sheet (L-01)
a. Annotation and formatting changes.

6. Layout Sheet (L-02):
a. Annotation and formatting changes.
b. Doyle and 45th St: Striping revised and conformed to the pavement edge limits on the Westside of Doyle and 45th Intersection.

7. Layout Sheet (L-03)
a. Annotation and formatting changes.
b. 47th St: Removal of striping outside proposed pavement area.

8. Layout Sheet (L-07)
a. Annotation and formatting changes.

9. Layout Sheet (L-10)
a. Annotation and formatting changes.

10.Layout Sheet (L-11):
a. Annotation and formatting changes.
b. 41st and Adeline St: Formatting changes for Bike Sharrow marking directing Westbound on 41st before the intersection.

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The complete EPW-21102 Construction Plan Set (28 pages) is to be replaced in its entirety as attached to this Addendum No. 1.

Quantities for bid items from the EPW-21102 plans do not need to be updated as the minor changes above are accounted for in the existing bid proposal quantities.

Signature of this Addendum Sheet and inclusion of it with the Proposal is required at the time of bid opening.

Date: June 8, 2022 by:___________________________
Ryan O’Connell, PE
Senior Civil Engineer
Company Name: ___________________ Authorized Signature:_________________ Authorized Name: ___________________ Date: ______________________ DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 Contractor:

Date:

Plan Nos.: EPW-21102
No. CONTRACT BID ITEMS Quantity Unit Unit Price Total

INCIDENTAL ITEMS
Note: All items subject to any special notes or footnotes appearing on this Engineer's estimate included with the bid documents. ….. ….. N/A N/A
Note: The Contract lump sum or unit price for each Contract Bid Item shall include full compensation for all labor, materials, tools, taxes, profit, overhead, incidentals and appurtenant work necessary for performing and completing the work of the Contract Bid Item as required by the Project Plans, Specifications, Special Provisions and other Contract Documents. Such compensation shall also include or take into consideration any additional provisions or conditions specifically stated immediately following the Contract Bid Item.
….. ….. N/A N/A
Note: In the absence of a specific bid item or specific payment provisions for any portion of the work required by the Contract Documents, the bidder shall include the bidder’s compensation for that portion of the Contract work in the Contract unit price(s) and/or lump sum price(s) of the bid item(s) that require such work, or are closely related to such work. Therefore, no separate or additional payment will be made to the Contractor for any such work on the premise that such work lacks specific bid item(s) or specific payment provisions.
….. ….. N/A N/A
Note: "(P)" adjacent to a Contract bid item designates a "Partial Pay Item" ….. ….. N/A N/A Note: "(F)" adjacent to a Contract bid item designates a Final Pay Quantity ….. ….. N/A N/A Note: "(S)" adjacent to a Contract bid item designates a "Specialty Item" ….. ….. N/A N/A 1 Supplemental Work 1 LS $150,000.00 $150,000.00
2 Mobilization 1 LS
3 Traffic Control System 1 LS
4 Water Pollution Control 1 LS
Street Rehabilitation and Preventive Maintenance
5 Install Crack Fill/Repair, (P) 5,000 LF
6 Type II Slurry Seal 380,000 SF
7 Remove and Replace Pavement Section (8" Max) - Dig Out Locations, (P) 5,000 SF 8 Raised DGAC (1” Minimum) 500 SF
9 Adjust Valves and Covers to Grade 50 EA
10 Top Soil 200 SF
11 4" Median Curb and PCC 516 SF
12 6" Median Curb and PCC 1,306 SF
13 6" Curb and Gutter 18 LF
14 PCC Curb Ramp per Caltrans Standard Plan A88A. (Type per plan, includes any modifications as necessary.) 7 EA
Traffic Improvements
15 K72 Marker Post, (S) 205 EA
16 Flexible Mount Delineator, (S) 60 EA
17 Slotted Speed Cushion, (S) 6 EA
18 Wheel Stop, (S) 20 EA
19 6" Solid Double Yellow Thermoplastic (Detail 22), (S) 4,924 LF 20 6" Solid Yellow Thermoplastic (Detail 25), (S) 276 LF 21 6" Solid White Thermoplastic (Detail 27B), (S) 646 LF 22 8" Solid White Thermoplastic Stripe (Detail 38), (S) 106 LF 23 6" Solid White Thermoplastic Stripe (Detail 39), (S) 14,200 LF 24 6" Dashed White Thermoplastic Stripe (Detail 39A), (S) 1,125 LF 25 6" Dashed Yellow Thermoplastic Stripe (Detail 41), (S) 40 LF 26 4" Solid Yellow Thermoplastic Stripe, (S) 109 LF
27 4" Solid White Thermoplastic Stripe - BUFFER, (S) 2,836 LF 28 6" Solid Yellow Thermoplastic Stripe, (S) 70 LF
29 6" Dashed Yellow Thermoplastic Stripe, (S) 576 LF
30 8" Solid White Thermoplastic Stripe - BIKE, (S) 55 LF Sub-Total: Street Rehabilitation and Preventive Maintenance Sub-Total: Incidental Items

EMERYVILLE, CALIFORNIA
Amount rounded to Nearest: $.01

BID SHEET
Project No. EPW-21102
2011/2022 STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT EPW-21102 Part A, Page 6 5/26/2022
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 Contractor:

Date:

Plan Nos.: EPW-21102
No. CONTRACT BID ITEMS Quantity Unit Unit Price Total

EMERYVILLE, CALIFORNIA
Amount rounded to Nearest: $.01

BID SHEET
Project No. EPW-21102
2011/2022 STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT 31 12" Solid Yellow Thermoplastic Stripe, (S) 185 LF
32 12" Solid White Thermoplastic Stripe - CAR, (S) 558 LF 33 Thermoplastic Pavement Markings - SOLID WHITE (AUTO LANES), (S) 2,700 SF 34 Thermoplastic Pavement Markings - SOLID YELLOW (AUTO LANES), (S) 7,448 SF 35 Thermoplastic Pavement Markings - SOLID BLUE (HANDICAP PARKING), (S) 50 SF 36 Preformed Thermoplastic - Bike Stencil - SOLID WHITE, (S) 330 SF 37 Preformed Thermoplastic - Ped Bike Shared Sticker, (S) 11 EA 38 Preformed Thermoplastic - Bike Lane Field - SOLID GREEN, (S) 2,490 SF 39 Preformed Thermoplastic - Bike Lane Field - DASHED GREEN, (S) 2,075 SF 40 Parking Tips, (S) 98 EA
41 Paint Curb (2-coats) - Red, (S) 1,565 LF
42 Paint Curb (2-coats) - Blue, (S) 25 LF
43 Paint Curb (2-coats) - Gray, (S) 164 LF
44 Paint Curb (2-coats) - Yellow, (S) 165 LF
45 Remove Existing Striping, Markings, and Markers, (S) 1 LS 46 Furnish Single-Sheet Aluminum Sign Panel (0.063" Unframed), (S) 328 SF 47 Install Sign Panel (SSBM), (S) 2 EA
48 Install Sign Panel (Existing Post), (S) 25 EA
49 Install Sign Panel (New Post), (S) 28 EA
50 Remove Existing Post, (S) 3 EA
51 Remove Sign Panel, (S) 15 EA
52 Relocate Sign to New Pole, (S) 4 EA
53 Standard Simme-Seat (SS3) with Divider, (S) 40 EA
54 Standard Simme-Seat (SS3) with Pole, (S) 10 EA
Bidder
Authorized Signature / Title
Sub-Total: Traffic Improvements

TOTAL FOR ALL BID ITEMS
EPW-21102 Part A, Page 7 5/26/2022
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 66TH ST
67TH ST
65TH ST
59TH ST

POWELL ST
53RD ST
45TH ST
43RD ST

PARK AVE
40TH ST

MACARTHUR BLVD

SAN PABLO AVE

EMERY ST

VALLEJO STREET

BEAUDRY ST

CHRISTIE AVE

HOLLIS ST HORTON ST
City of Emeryville

DEPARTMENT OF PUBLIC WORKS

C A L I F O R N I A

STREET IMPROVEMENT PLANS FOR

ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2021/2022

SHELLMOUND WAY

POWELL ST
PLAZA

MARRIOTT
BAY ST

IKEA EXIT
IKEA

ENTRANCE

WESTGATE
TOWERS

ADELINE ST SHELLMOUND ST

STANFORD ST
63RD ST
6ND ST

SHEET INDEX

DRAWING
T-01
SHEET
1 2

DESCRIPTION

TITLE SHEET
3 D-01 DETAIL SHEET - 1
4 6
7 8
9 10
11 12
13 14
15 16 I-10
I-09
I-08
I-07
I-06
I-05
I-04
I-03
I-02
I-01 PAVEMENT LAYOUT SHEET - 1
D-02 DETAIL SHEET - 2
K-01 KEY PLAN
@ AT

EA EACH
EX. EXISTING

LF LINEAR FOOT

MUTCD CALIFORNIA MANUAL OF TRAFFIC CONTROL DEVICES
O.C. ON CENTER

SF SQUARE FOOT

SSBM STRAP AND SADDLE BRACKET METHOD
TYP. TYPICAL

ABBREVIATIONS
5 D-03 DETAIL SHEET - 3
GENERAL CONSTRUCTION NOTES:

1. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC AS INDICATED IN THE PROJECT SPECIAL PROVISIONS.

2. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SPECIAL PROVISIONS, THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (2015), AND THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS (2015).

3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO LOCATE AND PROTECT ALL UTILITIES WHETHER OR NOT SHOWN ON THIS PLAN.

4. PRIME CONTRACTOR BIDDING THIS WORK SHALL HAVE A CLASS "A" OR "C-12".

5. ALL EXISTING IMPROVEMENTS SHOWN HEREON SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.

6. SIGNING AND STRIPING INSTALLATIONS SHALL CONFIRM TO THE 2014 CALIFORNIA MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (CA MUTCD), THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND SPECIFICATIONS DATED 2015, AND ALL ADDENDUMS THERETO.

7. ALL STRIPING, MARKINGS AND LEGENDS SHALL BE REFLECTORIZED THERMOPLASTIC UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE AND INSTALL RAISED PAVEMENT MARKERS FOR ALL STRIPING.

STRIPING, MARKINGS AND LEGENDS SHALL CONFORM TO THE LATEST CALTRANS STANDARD PLANS A20A THRU A20D AND A24A THRU A24E.

8. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL PAVEMENT STRIPING AND STENCILING

WITHIN THE PERIMETER OF THE CONSTRUCTION AREA SHALL BE RESTORED TO LIKE NEW CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY OF EMERYVILLE.

9. THE CONTRACTOR SHALL RE-STRIPE EXISTING STRIPING AND CURB MARKINGS OBLITERATED BY NEW CONSTRUCTION, WHETHER OR NOT SHOWN ON THE PLANS FOR REPLACEMENT, AT NO COST OF THE CITY.

10. ALL NEW STRIPING SHALL BE "CAT TRACKED" AND APPROVED BY THE ENGINEER PRIOR TO FINAL INSTALLATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER COMPLETING LAYOUT AND ATLEAST 3 WORKING DAYS BEFORE COMMENCING INSTALLATION OF STRIPING, MARKINGS AND MARKERS.

11. STRIPING SHALL BE APPLIED WITHIN 48 HOURS OF SURFACE COURSE REPLACEMENT ON STREETS OPEN TO THE PUBLIC. IN NO CASE SHALL A NEWLY PAVED STREET OPEN TO THE PUBLIC BE LEFT UNSTRIPED OVER A WEEKEND OR HOLIDAY.

12. ALL CONFLICTING STRIPING, PAVEMENT MARKINGS, LEGENDS AND RAISED PAVEMENT MARKERS SHALL BE REMOVED EVEN IF NOT SHOWN ON PLANS. REMOVALS OF PAINTED STRIPING, PAVEMENT MARKINGS AND LEGENDS SHALL BE DONE BY WET SANDBLASTING. REMOVALS OF THERMOPLASTIC STRIPING, PAVEMENT

MARKINGS AND LEGENDS SHALL BE REMOVED BY WET SANDBLASTING, GRINDING OR OTHER APPROVED METHOD AND SHALL NOT DAMAGE THE PAVEMENT. "BLACK OUT" OF EXISTING DELINEATION IS NOT PERMITTED. ALL DAMAGED PAVEMENT DUE TO REMOVALS SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A SMOOTH AND UNIFORM SURFACE OR AS DIRECTED BY THE ENGINEER.

13. WHERE APPLICABLE, OUTBOUND LANE LINE DETAILS SHALL COMMENCE AT THE CROSSWALK, MEANING THE PAINTED PORTION OF THE DETAIL SHALL JOIN THE CROSSWALK.

I-11

YERBA BUENA AVE
D-04 DETAIL SHEET - 4
17 L-10 43RD AND ESSEX ST, 4RD AND ADELINE ST
L-09 43RD AND SALEM ST
L-08 SALEM, ESSEX ST
L-07 45TH AND ADELINE ST
L-06 45TH AND SALEM, 45TH AND ESSEX ST
L-05 47TH AND ADELINE ST
L-04 47TH AND SALEM, 47TH ST
L-03 47TH AND DOYLE, 47TH ST
L-02 45TH AND DOYLE ST
L-01 48TH, SALEM ST
L-11 41ST AND ADELINE, 41ST ST
18 19
20 21
22 23
24 25
26 27
28 PAVEMENT LAYOUT SHEET - 2
PAVEMENT LAYOUT SHEET - 3
PAVEMENT LAYOUT SHEET - 4
PAVEMENT LAYOUT SHEET - 5
PAVEMENT LAYOUT SHEET - 6
PAVEMENT LAYOUT SHEET - 7
PAVEMENT LAYOUT SHEET - 8
PAVEMENT LAYOUT SHEET - 9
PAVEMENT LAYOUT SHEET - 10
PAVEMENT LAYOUT SHEET - 11
PROJECT NO: EPW-21102
I N C O R P O R A T E D 1 8 9 6
June 3rd, 2022
Ryan O'Connell, PE, Senior Civil Engineer6/7/2022
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 * R1-1 * "RIGHT TURN * ONLY" * S1-1 * S4-3P * R30 (CA) * "NO PARKING" LOCAL SIGN * R30 (CA) * "PERMIT PARKING" LOCAL SIGN * R99 (CA) * "NO PARKING LOADING ZONE" * R30 (CA) * "NO PARKING LOADING ZONE" * "NO PARKING LOADING ZONE" * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * "PERMIT PARKING" LOCAL SIGN * R30 (CA) * "PERMIT PARKING" LOCAL SIGN * R30 (CA) * "PERMIT PARKING" LOCAL SIGN * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * S1-1 * S4-3P * LOCAL SIGN * YELLOW SPEED REGULATORY SIGN * R30 (CA) * R2-1 (25) * R30 (CA) * NOPARKING LOADING ZONE SIGNS * LOCAL GUIDE SIGN * R1-1 * R6-5p (MOD) * NO PARKING LOCAL SIGN * R30 (CA) * R30 (CA)* R1-1 * R6-5p (MOD)* "WARNING DRUG FREE SCHOOL ZONE" SIGN * R30 (CA) * SNS * R36 (CA) (MOD) * R30 (CA) * R99 (CA) * YELLOW SPEED REGULATORY SIGN * S1-1 * S4-3P * R1-1 * R30 (CA) * R30 (CA) * R1-1 * R30 (CA) * R30 (CA) * R30 (CA) * NOPARKING LOADING * R1-1 SIGN * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * R1-1 * S1-1 * S4-3P * R30 (CA) * R30 (CA) * R30 (CA) * R99 (CA) * R30 (CA) * R1-1 * R30 (CA) * R30 (CA) * R30 (CA) * R1-1 * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * R1-1 * "STREET CLOSED AT SALEM" * R36 (CA) (MOD) * LOCAL GUIDE SIGN * R30 (CA) * R30 (CA) * R99 (CA) * R6-5p (MOD) * R1-1 * LOCAL GUIDE SIGNAGE * R30 (CA) * R1-1 * R6-5p (MOD) * R99 (CA) * "BICYCLE BOULEVARD SIGN" * R30 (CA) * R30 (CA) * R1-1 * PUSH BUTTON * R36 (CA) (MOD) * LOCAL BIKE SIGN * R30 (CA) * R99 (CA) * R30 (CA) * R1-1 * LOCAL BIKE SIGN * R30 (CA) * R30 (CA)* R1-1 * R30 (CA) * R30 (CA) * SNS * R1-1* R36 (CA) (MOD) * W17-1 * R30 (CA) * W17-1 * R30 (CA) * R30 (CA) * W17-1 * R30 (CA) * W17-1 * R30 (CA) * R30 (CA) * R1-1 * R3-5(R) * SW52 * "BIKE OK" * R3-5(L) * R30 (CA) * R30 (CA) * W14-2 (CA) * R30 (CA) * W14-2 (CA) * SW52 (CA) * W14-2 (CA) * "BIKE OK" * W17-1 * R99 (CA) * R30(CA) * W17-1 * R30 (CA) * R30 (CA) * R30 (CA) * W17-1 * W17-1 * R30 (CA) * R30 (CA) * SNS * R1-1 * W14-2 (CA) * R30 (CA) * R30 (CA) * R1-1 * R30 (CA) * R30 (CA) * R30 (CA) * CANNOT IDENTIFY SIGN * R1-1 * R30 (CA) * R30 (CA) * R1-1 * R36 (CA) (MOD) * R30 (CA) * R30 (CA) * "15 MPH" * R1-1 * R30 (CA) * R30 (CA) * "15 MPH" * R99 (CA) * R30 (CA) * "RIGHT TURN ONLY" * R1-1 * R30A (CA) * R30A (CA) * R2-1 (15) * R4-7a * W14-1 * UNKNOWN SIGN * R1-1 * R26 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * S1-1 * S4-3P * "15 MPH" * R26 (CA) * R26 (CA) * R26 (CA) * R26 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * SNS * R1-1 * SNS * R6-1 * "NO RIGHT TURN * SNS * R28 (CA) * * SNS * R4-1 * R2-1 (30) * R1-1 * R1-1 * SNS * R1-1 * R1-1 * SNS * S1-1 * SNS * "AFTER STOP RIGHT TURN PERMITTED ON RED" * R1-1 * R1-1 * R2-1 * R1-6 * R30 (CA) BLVD BLVD BLVD BLVD STOP STOPSTOP STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP BLVD BLVD BLVD BLVD XING SCHOOL SLOW SCHOOL XING SCHOOL SLOW XING SCHOOL SLOW XING SCHOOL SLOW XING SCHOOL SLOW STOP BLVD BLVD STOP SHARE THE PATH BUMP BUMP SHARE THE PATH SHARE THE PATH SHARE THE PATH SHARE THE PATH STOP STOP STOP BUMP BUMP STOP STOP STOP STOP STOP STOP STOP SHARE THE PATH THE PATH SHARE SHARE THE PATH THE PATH SHARE SHARE THE PATH THE PATH SHARE SHARE THE PATH THE PATH SHARE XING SLOW DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865

PREFORM VIZIGRIP-GREEN

CONCRETE

SHARED PAVEMENT MARKING

INSTALL NEW OR RELOCATED SIGN ON NEW POST

EXISTING SIGN ON EXISTING POST

BIKE SYMBOLS WITH (PREFORM VIZIGRIP)
K72 MARKER POST

ELECTROLIER - SINGLE ARM

EXISTING HYDRANT

EXISTING PAVEMENT MARKING

PROPOSED PAVEMENT MARKING BLVDBIKE BLVD PAVEMENT MARKING

INSTALL NEW SIGN PANEL ON EXISTING POST

REMOVE EXISTING SIGN PANEL

REMOVE EXISTING SIGN & POST

NEW SIGN PANEL ON NEW POLE
_ _ _ _ DETAILS & CALTRANS STRIPING & MARKING DETAILS
BLVD
BLVD
SSC
HDC
HDA
PM

SIGN POST INSTALLATION

BICYCLE BOULEVARD MARKING

SLOTTED SPEED CUSHION
HATCH DETAIL @ CORNER
HATCH DETAIL @ APPROACH

PAVEMENT MARKINGS
S1
GB1
GB2
CW
CWSM

GREEN BIKE LANE SHARROW

CONFLICT ZONE GREEN BIKE LANE

GREEN BIKE LANE

CONTINENTAL CROSSWALK

STOP BAR & MARKING WITH CROSSWALK
♦
▼
●
▲
■

RELOCATE SIGN PANEL
LL INSTALL 12" WHITE LINE

EXISTING RAMPS
CWSM
22 LL
22 39
39 XX-XX
A
BL INSTALL 4" WHITE STRIPE

PARKING LOSS LOCATIONS

SPEED HUMP
YL INSTALL 6" YELLOW STRIPE
W8-1
W13-1P "15"
23' RED CURB

FROM HERE

DIRECTION OF TRAVEL

DRIVE WAY OR PARKING CLOSED

ALIGN CROSSWALK

GAPS TO WHEEL PATH
◘ INSTALL NEW SIGN PANEL ON EXISTING POLE (SSBM)

PLANTERS
METHYL METHACRYLATE (MMA) "TAN"

EXISTING LOOP DETECTOR

RELOCATE SIGN PANEL TO NEW POLE/SSBM

EXISTING FACE OF CURB

ELECTROLIER - DOUBLE ARM
22 21
2 DIRECTIONAL DRIVE WAY ENTRY / EXIT
1 DIRECTIONAL DRIVE WAY ENTRY / EXIT

WHITE FLEXIBLE MOUNT DELINEATOR
SIGN POST INSTALLATION NOTES:

1. POSTS SHALL BE TELESPAR OR APPROVED EQUAL PERFORATED 4" SQUARE, FOURTEEN (14) GAUGE STEEL POSTS AND MINIMUM 10 FEET IN LENGTH. POSTS

SHALL BE MANUFACTURED FROM HOT-DIPPED GALVANIZED STEEL CONFORMING TO ASTM A 653, G-90, STRUCTURAL QUALITY,L CLASS 1. THE CORNER WELD SHALL BE ZINC COATED AFTER SCARFING OPERATION. THE POST SHALL ALSO BE COATED

WITH A CHROMATE CONVERSION COATING AND CLEAR ORGANIC POLYMER TOPCOAT. BOTH THE INTERIOR AND THE EXTERIOR OF THE POST SHALL BE GALVANIZED. POST SHALL BE HUNTER GREEN POWDER COATING COLOR.

2. ANCHORS SHALL BE TELESPAR OR APPROVED EQUAL PERFORATED 2" SQUARE, TWELVE (12) GAUGE HOT-DIPPED GALVANIZED STEEL ANCHORS. A

TWO-PIECE BREAKAWAY ANCHOR SYSTEM (ANCHOR ASSEMBLY) SHALL BE USED BY WELDING AN EIGHTEEN INCH (18") LONG,TWELVE (12) GAUGE OUTER SLEEVE OF THE NEXT LARGER SIZE PERFORATED TUBE TO THE ORIGINAL 2" SQUARE PERFORATED ANCHOR BASE.

3. THE CONTRACTOR IS RESPONSIBLE TO CAREFULLY REMOVE ANY SIGNS

FROM THE POSTS, REMOVE POSTS FROM THE GROUND WITHOUT CUTTING,

CAREFULLY REMOVE ANY CONCRETE FROM THE POSTS, REPAIR THE POST HOLE,

BIND THE POSTS, COORDINATE WITH THE ENGINEER FOR TRANSPORTATION TO

CITY CORPORATION YARD AND TRANSPORT SIGNS AND POSTS TO THE LOCATION DETERMINED BY THE ENGINEER WITHOUT DAMAGE.

INSTALL NEW OR RELOCATED SIGN PANEL ON

EXISTING LIGHTING OR SIGNAL POLE BY SSBM

BLACK INTERLOCKING SPEED CUSHION

WITH WHITE DOUBLE CHEVRON

ARROWS AND OUTSIDE STRIPING
(TRAFFIC LOGIX OR APPROVED EQUAL)
OR
1 SLOTTED SPEED CUSHION SCALE: NTS 2 BICYCLE BOULEVARD MARKING SCALE: NTS SSC
3 STOP BAR & MARKING WITH CROSSWALK SCALE: NTS
5 SIGN POST INSTALLATION SCALE: NTS
LEGEND:
8'
PARKING 10' RED CURB
6' TYP 4'
VARIES
10' (VARIES) 6' 10' (VARIES)
36'
8'

PARKING
4' 2' 4'
8'

PLAN VIEW

SECTION A-A

SECTION B-B
4' 2' 4'
B
A A
B
W8-1
W13-1P "15"
K72 MARKER POST

OR APPROVED EQUAL
(TYP.) 10' RED CURB 23' RED CURB 3" 3" 3"
NOTE:

INSTALL PER MANUFACTURER'S INSTRUCTIONS
6' X 7' SPEED

CUSHION (TYP)
7' 75.5" 40" 53" 40" 139"
12" 72"

ALIGN CONTINENTAL CROSSWALK

WITH RAMP & PERPENDICULAR TO

DIRECTION OF TRAVEL
8' TYP
5' TYP
12' TYP
2'-6"
8"
7' MI N
SIGN

CLEARANCE
FC
18"
BW
2"
2"
4' MIN
SIGN
POST (SEE NOTE 1)
ANCHOR
(SEE NOTE 2)
CURB
CLASS "B"

CONCRETE
EX. SIDEWALK
* EXISTING POLE & SIGN PANEL TO BE RETAINED
4 CONTINENTAL CROSSWALK CW SCALE: NTS
11'
(OR AS PER PLAN) 2' TYP. 2' TYP.
11'
(OR AS PER PLAN) 2' TYP. 2' TYP.

PAINT CROSSWALK YELLOW
IF WITHIN 500' OF SCHOOL
YL1 INSTALL 4" YELLOW STRIPE
11'
(OR AS PER PLAN) 2' TYP. 2' TYP. TRAVEL LANE BIKE LANE

PREFORMED

GREEN THERMO
PLASTIC (TYP.)
GB
1'
5'
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865

TRAVEL LANE
4'-0" 8'-0"
(TYP) (TYP)
DETAIL 39A (TYP.) VARIES

TRAVEL LANE
TRAVEL LANE DETAIL 39A (TYP.)

BIKE LANE

PREFORMED

GREEN THERMO
PLASTIC (TYP.) 5' TYP. (OR AS PER PLAN) VARIES (AS PER PLAN)

TRAVEL LANE

TRAVEL LANE
DETAIL 39 PER PLAN (TYP.)

BIKE LANE
DETAIL NOTE:

BIKE LANE BUFFER

TYPE PER PLAN
12'-0"
(TYP) 6'-0"
12'-0"

WHITE PREFORMED THERMOPLASTIC

SHARROW PAVEMENT MARKING
10'-0" 10'-0"
8' - 6" 19' 0" SEE PLAN

TRAVEL LANE

EXISTING FACE OF CURB
39 BL
14 GREEN BIKE LANE SHARROW S1 SCALE: NTS
8 GREEN BIKE LANE WITH BIKE BUFFER SCALE: NTS
12 BIKE LANE BUFFER DETAILS
SCALE: NTS
6 CONFLICT ZONE GREEN BIKE LANE SCALE: NTS 16' SEE PLAN 5' TYP.
(OR AS PER PLAN)
VARIES
6' MAX

DIRECTION OF TRAVEL
12' O.C. @ 45° STOP
LL
16 SEPARATE BIKE WAY INTERSECTION APPROACH SCALE: NTS
15 ANGLED PARKING DETAIL SCALE: NTS
SBIA
BL
BL
GB
BL
PM
BL
39 FD
KP

EXISTING FACE

OF CURB/ISLAND
FD
12' 0"
12' 0"
5'
4'
4'-0" 8'-0"
(TYP) (TYP)
DETAIL 39A (TYP.) 5' TYP. (OR AS PER PLAN) TRAVEL LANE
4" THICK DASHED

YELLOW CENTERLINE

PREFORMED

GREEN THERMO
PLASTIC (TYP.)
39A
7 CONFLICT ZONE TWO-WAY GREEN BIKE LANE GB1 SCALE: NTS

BIKE LANE

TRAVEL LANE
BIKE LANE 5' TYP. (OR AS PER PLAN)
TRAVEL LANE 5' TYP. (OR AS PER PLAN) VARIES
(AS PER PLAN)
VARIES
(AS PER PLAN)

PREFORMED GREEN
THERMOPLASTIC (TYP.)

PROPOSED CONCRETE ISLAND VARIES (AS PER PLAN)

EXISTING STORM WATER

ISLAND/PLANTER AREA VARIES (AS PER PLAN)
3' TYP.
(OR AS PER PLAN)
VARIES
(AS PER PLAN)
VARIES
(AS PER PLAN)
4' TYP.
(OR AS PER PLAN)

KP VARIES (AS PER PLAN)
DETAIL 39A PER PLAN (TYP.)
VARIES
VARIES
(AS PER PLAN)
3' TYP.

PREFORMED VIZIGRIP

GREEN BACK

BIKE LANE

FACE OF CURB
8'-0" 4'-0" EDGE OF DRIVEWAY
8'-0" 4'-0" VARIES VARIES EDGE OF DRIVEWAY EDGE OF DRIVEWAY EDGE OF DRIVEWAY 5' TYP. (OR AS PER PLAN) VARIES

FACE OF CURB
DIAGONAL 4" WHITE BUFFER STRIPING
12'-0"

DELINEATOR SHALL BE INSTALLED IN
GROUP OF 12' O.C. AS SHOWN IN PLAN VARIES VARIES
10 BIKEWAY BUFFER DELINEATOR PLACEMENT AT TYPE "B" DRIVEWAY APPROACHES SCALE: NTS 11 BIKEWAY BUFFER & DELINEATOR PLACEMENT AT DRIVEWAY APPROACHES SCALE: NTS 9 TYPICAL DELINEATOR PLACEMENT AND SPACING ON BIKEWAY BUFFERS SCALE: NTS 12'-0"
12'-0"
39 BL
39 BL
39 BL
BDTB
BDA
R-5' TYP.
(OR AS PER PLAN) KP 5' TYP. (OR AS PER PLAN)
FD
KP
R-5' TYP.
(OR AS PER PLAN) FD 5' TYP. (OR AS PER PLAN) VARIES (AS PER PLAN)

EXISTING FACE

OF CURB OR BIKE LANE
(AS PER PLAN)
13 LOADING ZONE DETAIL SCALE: NTS 1'
VARIES
(AS PER PLAN)
BL 12'-0"
1' THICK YELLOW

LOADING ZONE MARKING
LZ 1'
1'
1'
1' THICK YELLOW

LOADING ZONE MARKING

FACE OF CURB
8'-0"
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 22 WHITE FLEXIBLE MOUNT DELINEATOR SCALE: NTS 30"
FD
STOP

ONLY STOP
NOTE :- REFER TO CALTRANS STANDARD
PLANS IF REQUIRED.

LINK: https://dot.ca.gov/-/media/dot-media/programs/
design/documents/2018-std-plns-for-web-a11y.pdf
XING
SLOW

SCHOOL BUMP
19 K72 MARKER POST SCALE: NTS
GREY
KP
8' 36'
12'
NOTE :- MARKINGS TO BE PAINTED IN YELLOW
COLOR IF WITHIN 500FT FROM SCHOOL.
17 PAVEMENT MARKINGS PM SCALE: NTS
18 PAVEMENT MARKINGS - BIKE PM SCALE: NTS
20 PROPOSED SIGNAGE CHART SCALE: NTS
20'
(TYP) MIN 4' (OR AS PER PLAN)
5'
(TYP)
6'
(TYP)
6'
(TYP)

PREFORMED GREEN
THERMO PLASTIC (TYP.)

TRAVEL LANE

BIKE LANE

WHITE THERMO
PLASTIC (TYP.)
SHARE
THE PATH 1"
1"
3' 3'

PREFORMED YELLOW
THERMOPLASTIC (TYP.)

PREFORMED WHITE
THERMOPLASTIC (TYP.)
23 BIKE PED SHARE PATH DETAIL BPS SCALE: NTS
24 BIKE WITH ARROW ON GREEN BASE BPS SCALE: NTS
W84 (CA) W8-1 W13-1P"15" R1-1 W11-15 R2-1"15"
W11-15P
S1-1 W16-7P W11-2 R5-1 R10-15MOD-A R10-15MOD-B
R25A (CA) R6-5P
R9-5 R81A(CA) R81B(CA)
NOTE : All BIKE MARKINGS ARE PREFORM
21 PARKING TIPS DETAIL SCALE: NTS 8' TYP 7' MIN
20'
TYP
22'
TYP
18' MIN 20' MIN

EXISTING FACE
OF CURB 1'
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 STOP
CALTRANS A87A
A1-1 CURB

VARIES PER PLAN
25 PROTECTED CORNER SCALE: NTS
RAISED PAVEMENT 1"
DGAC
RP
GB

CW CROSSWALK

ANGLE PER PLAN VARIES PER PLAN
KP

MARKING VARY PER PLAN
6'
BPS 6"
CALTRANS A87A
A1-1 CURB
6" 1"WIDTH VARIES PER PLAN
2:1 SLOPE
2"
26 RAISED PAVEMENT 1" RP SCALE: NTS
RAISED PAVEMENT 1"
DGAC

SCORE EXISTING PAVEMENT
RP
A-A

SECTION A-A
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 SLR
SLR 27' 27'
32'
36' 27' 27'

TO EXISTING

PAVING SEAM TO EXISTING

PAVING SEAM
SLR
27' 27'

TO EXISTING

PAVING SEAM
54'
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS 36' SLR
RP
DIG
6C
4C
6CG
RAMP
CVR
MH
DIG
CS
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS SLR

RAMP CASE C
33' 26'

TO EXISTING

PAVING SEAM

10.5'

17.5' 7.5' 34' 45'
34'
28'

TO EXISTING

PAVING SEAM
SLR
9'
6' 5' 5.0'
crosoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS RAMP CASE C

10.5'

17.5' 7.5' 5.0'
CVR
MH
DIG
CS
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS SLR
4C
6CG
6CG

RAMP CASE A

RAMP CASE C
DIG
DIG
45'
52'
40'
15' 11' 20'

17.5' 7' 6'

1.0' 1.0'

6.5'

3.0'

6.0' 3.5'
R3.5' 3.0' 9.0' 6.5' 4.0' 4.0'
249.0' 4.0'

14.5' 13.5'
R2.0'

5.0' 16.0' 12.5'

17.5' 13.0'

2.5' 15.0' 2' 2' 2' 3.0' 2.0'

12.0' 11' 11.0'

9.5' 6.0' 6.5' 3.0' 2.5'

4.0' 7.5'

3.5' 3.5' 6.5'

15.0'

5.5' 6.5' 28' 37' 37'

RAMP CASE A
SLR 37' 37' 44' 37' 31'
4C
6CG
6CG

RAMP CASE A

RAMP CASE C
DIG
DIG

15.5' 3.5' R6.5'
R4.5'

17.5' 7.5'

3.0' 2.0' R6.5'

1.0'

6.5'

3.0' 9.5' 4.0' 4.0'
249.0' 4.0'

8.0' 7.5'

14.5' 13.5' 4.5'

12.0' 11.0'
R2.0'
R5.0'

16.0' 9.0' 3.5' 6.5'

5.0' 12.5' 10.0'

17.5' 13.0'

1.0'

2.5' 15.0' 3.0' 2.0'

15.0'

RAMP CASE A
CVR
MH
DIG
CS
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 DIG
SLR

SLR SLR
4C
RAMP CASE A 6C
RAMP CASE A 57' 44' 48' 46' 3.0' 2.0' 21.0' 7.5' 5.5' 7.0' 3.5' 6.0'

2.0' 4.0' R2.0' 2.0' 5.5' 1.5' R2.0' R20.0' 6.0' 18.0' 3.0' 4.0'

5.5' R4.0'
R1.0'

TO EXISTING

PAVING SEAM
R1.0'
R1.0' 3.0'4.5' R1.0' 5.5' 3.0' 10.0' 4.0' 4.0' 2.0' R1.0' 11.5'

17.5'

6.5'4.0'3.5'
TOP SOIL 10.0' 11.5' 3.5'6.5'4.0' 13.5'

TO EXISTING

PAVING SEAM
DIG
SLR 48' 48' 48' 48'

PAVING SEAM
DIG
4C
RAMP CASE A 6C
RAMP CASE A 17.5' 12.5' 10.0' 10.0'

17.5' 12.5' 5.5' 2.5' 3.0' 2.0' 2.5' 4.0' 5.5' 1.5'

7.0' 5.5' 5.0' 19.5'

5.0' 9.0' 1.5' 12.5' 8.0'

5.0'21.0' 2.0'

5.0' 5.0' 6.0' 2.0' R5.0'

1.5' 13.5' 10.0' 1.5' 9.0' 4.0'

6.0' R3.0' R3.0' 2.0' 1.5' 6.0' 2.0' 1.5' 1.5' 2.0' 2.0' DIG
CVR
MH
DIG
CS
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS SLR
RP
6C
RP
6C
RP 48.0' 29.0'

10.0'

2.5'

13.0'

3.0'

12.0'

7.5' 2.5'
R0.5'
R0.5'

24.5' 2.0'

0.5'

12.0'
R0.5' R0.5'

7.5' 4.5'

4.0'

14.5'
R0.5'

14.0'2.0'
R0.5'

7.0' 7.5'

4.5'

4.5'
R0.5'

55.0'

55.0'
2483.5'

TO THE EDGE OF

DRIVEWAY
6C
6C

8.5'

8.0'

7.0'
R23.5'

26.0'

4.0'
R18.0'
R14.0'

5.5'

16.5' R30.0'

14.0' 5.0'

4.5'

10.0'

11.0'

7.5'

15.5'

4.0' 16.5' 4.0'

4.0'

4.0' 0.5'

4.0'0.5'

2.0'

TO THE EDGE

OF DRIVEWAY
CVR
MH
DIG
CS
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS SLR

TO EXISTING
PAVING SEAM 48' 45' 44' 48'
33'
SLR
SLR 48'40' 46' 48' 40'48'
34'

TO EXISTING

PAVING SEAM
CVR
MH
DIG
CS
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 202 SLR
RP
6C
RP
6C CVR MH DIGCS 31.5' 38.0' 3.0' 5.5' 4.5' 16.0' 48.0' R0.5' 48'39' 48' 54' 37'44' 1.5'15.5' 15.0' 3.0' 4.0' 24.5'24.0' R0.5' 2.0' 12.0' 17.5'

TO THE EDGE OF

CROSSWALK
6C
6C 6.0' 4.0'19.5' 16.0' 7.5' 27.5' 18.5' 3.5' 23.0' 4.0' 14.5' 4.0' 15.5' 4.0' 0.5' 4.5' 6.0' 4.0' 14.0' 35.0' 15.5' 5.0' 39.0' 49.0' 7.0' 4.0' 2.0'

TO THE EDGE OF

CROSSWALK
CVR
MH
DIG
CS
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 2022) Distribution Airbus DS
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS SLR 33' 34' 36' 36' © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS SLR 34' 36'
CVR
MH
DIG
CS
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS SLR SLR SLR 48' 48' 37'48'
33'

TO EXISTING

PAVEMENT SEAM

TO EXISTING

PAVEMENT SEAM
CVR
MH
DIG
CS
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS SLR
SLR
6CG
RP
6C 48'

TO THE EDGE OF

DRIVEWAY

TO THE EDGE OF

DRIVEWAY

TO EXISTING
PAVEMENT SEAM 48' 40'
32' 14'2'

6.0'

13.5' 20.5'
R0.5' 10.0' 14.0'

10.0'

3.5'
R0.5'

13.0'

14.5' 15.0'2.0'

5.0' 0.5'

10.5'

36.0'
50' FROM THE EDGE

OF TRAVEL LANE

47.0'

56.0'

50.0'
2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS 6CG 6C

4.5'

16.5'

4.0'

19.0'

4.0' 3.0'

7.0'

16.0' 22.0'

10.5' 3.0'

9.5'

17.5'

26.5' 6.0'

1.0' 14.0'

3.0'
CVR
MH
DIG
CS
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 on © 2022 Maxar ©CNES (2022) Distribution
SLR

RAMP CASE A

TO EXISTING

PAVEMENT SEAM

7.0' 6.0'

8.5'

3.5'

6.0' 8.0'

1.5'

17.5'

3.5'

2.0' 47' 46'
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distr 022 Maxar ©CNES (2022) Distribution Airbus DS on © 2022 Maxar ©CNES (2022) Distribution Airbus DS SLR
RP
6C
6C

RAMP CASE A
DIG

TO THE EDGE

OF DRIVEWAY

TO THE EDGE
OF DRIVEWAY 48'38' 48'
54'
46'
34' 12.0'

4.0'

6.5' 6.5' 29.5' 2.0'2.0'

0.5'34.0'
R1.5' 10.5' 28.0' 2.0'

0.5'30.5'

2.5'
R0.5'

7.0' 4.0' R2.5'
R12.5' 13.5'

14.0'

5.0'

20.5'

2.0'

0.5'

4.0' 14.0'5.0'

2.5' 3.0' 9.5'
R0.5'
R0.5'

8.0'
R6.0'

3.5'11.5'
R0.5'

5.0'

6.0' 1.5'

24.0'

4.0' 26.0'
63' FROM THE

EDGE OF TRAVEL WAY
63'
56'
6C
6C

RAMP CASE A
DIG 12.5' 17.5'2.5' 34.5'

1.0' 1.0'

1.5' R3.0' R2.0'
R1.5'

1.0'

12.0' 8.0'
R13.5'

15.5'

12.0'

7.5' 13.0' 4.0'

4.0'

2.5' 22.5' 2.0' 8.5' 11.5'

37.0'

11.0'4.0'

41.0'

12.0' 30.0'

14.0'

5.5'

11.0' R7.0'

15.5' 4.0' 9.0'

4.0'

26.5'

8.0' 1.5' 6.0'

7.0'

30.0'

6.0'
R13.5'
RAMP CASE A 8.0'

6.0' 7.0' 2.5'

2.5'

20.0'
CVR
MH
DIG
CS
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 * R1-1
* R30 (CA) * CANNOT

IDENTIFY
SIGN * R1-1
* R30 (CA) * R30 (CA)
* "15 MPH" * R1-1
* R30 (CA) * R30 (CA) * "15 MPH" * R99 (CA)
* "RIGHT TURN ONLY" * R30 (CA) * R1-1
* R1-1
* R30 (CA) * CANNOT

IDENTIFY
SIGN * R1-1
* R30 (CA) * R30 (CA)
* "15 MPH" * R1-1
* R30 (CA) * R30 (CA) * "15 MPH" * R99 (CA)
* "RIGHT TURN ONLY" * R30 (CA) * R1-1 STOP

STOP STOP STOP
22 22
PM
LL
CW
30' 30' 11' 30'
30'
* R1-1
* R36 (CA) (MOD) * R30 (CA)
* R30 (CA)
* R1-1
* R36 (CA) (MOD) * R30 (CA)
* R30 (CA)
STOP

EXISTING AFFECTED PARKING
LOSS = 5 SPACE

EXISTING AFFECTED PARKING
LOSS = 10 SPACE EXISTING AFFECTED PARKING LOSS = 1 SPACE EXISTING AFFECTED PARKING LOSS = 1 SPACE 6'

LOCATION LOSS OF PARKING SPACES
10 PARKING GAIN/LOSS (THIS SHEET)
L-02
TOTAL 17 (LOSS)
L-02 5
A
B
A
B
L-02 C 1
L-02 D 1
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * R2-1 (15) * R4-7a * W14-1 * UNKNOWN SIGN * R26 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * S1-1 * S4-3P * "15 MPH" * R30 (CA) © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * R2-1 (15) * R4-7a * W14-1 * UNKNOWN SIGN * R26 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * S1-1 * S4-3P * "15 MPH" * R30 (CA) SLOW SCHOOL XING SHARE THE PATH BUMP BUMP SHARE THE PATH SHARE

EXISTING AFFECTED PARKING
LOSS = 7 SPACE

EXISTING AFFECTED PARKING
LOSS = 6 SPACE EXISTING AFFECTED PARKING LOSS = 5 SPACE * R30A (CA) XINGBUMP BL PM
39 03-07 ♦ W84(CA)
LOCATION LOSS OF PARKING SPACES 7

PARKING GAIN/LOSS (THIS SHEET)
L-03
TOTAL 13 (LOSS)
L-03 6 AB A B
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 * R1-1
* R3-5(R) * SW52
* "BIKE OK"
* R3-5(L) * R30 (CA) * R30 (CA)
* W14-2 (CA) * R30 (CA) * W14-2 (CA) * SW52 (CA)
* W14-2 (CA) * "BIKE OK"
* W14-2 (CA)
* R1-1
* R3-5(R) * SW52
* "BIKE OK"
* R3-5(L) * R30 (CA) * R30 (CA)
* W14-2 (CA) * R30 (CA) * W14-2 (CA) * SW52 (CA)
* W14-2 (CA) * "BIKE OK"
* W14-2 (CA) BLVD BLVD BLVD BLVD STOP

EXISTING AFFECTED PARKING
GAIN = 2 SPACE

EXISTING AFFECTED PARKING
GAIN = 2 SPACE
* R30 (CA) * R30 (CA) * W17-1
* R30 (CA) * W17-1 R1-1 * R30 (CA)
R3-5(R)
* W17-1
* R99 (CA) * R30(CA) * W17-1 * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * W17-1
* R30 (CA) * W17-1 R1-1 * R30 (CA)
R3-5(R)
* W17-1
* R99 (CA) * R30(CA) * W17-1 * R30 (CA) * R30 (CA) * R30 (CA) STOP 22 39 39
39 39
CM 8' 6' 11' 11' 6' 8'

LOCATION LOSS OF PARKING SPACES
-2

PARKING GAIN/LOSS (THIS SHEET)
L-04
TOTAL 4 (GAIN)
A
A
L-04 B -2
B
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * "STREET CLOSED AT SALEM" * R36 (CA) (MOD) * W17-1
* R30 (CA) * W17-1
* R30 (CA)
R30 (CA)
R30 (CA) * W17-1 * W17-1 * R30 (CA) * R30 (CA) * SNS
* R1-1
* R1-1
* R1-1
* R2-1
* R1-6
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * "STREET CLOSED AT SALEM" * R36 (CA) (MOD) * W17-1
* R30 (CA) * W17-1
* R30 (CA)
R30 (CA)
R30 (CA) * W17-1 * W17-1 * R30 (CA) * R30 (CA) * SNS
* R1-1
* R1-1
* R1-1
* R2-1
* R1-6 STOP
STOP
STOP
CM
22 39
39 39
39 BM
BM
39A
DG
KP 8' 6' 11' 11' 6' 8'
1'
11'
11'
9'
5' 2'
11'
10'
6' 5'
11'
6'
13'

10.5' 5'
9'
11'
05-02
05-03
05-01
♦ R10-15MOD-B-R
♦ R25A(CA)
♦ R25A(CA)
05-04
♦ R10-15MOD-B-L
LZ

2.5'5'

10.5' 7.0' 5.0'

10.5'

9.0'

7.0'

4.0'

4.0' 22' 10.5' 2.0' 5.0'
44'
YL1

EXISTING AFFECTED PARKING
LOSS = 2 SPACE

LOCATION LOSS OF PARKING SPACES
2 PARKING GAIN/LOSS (THIS SHEET)
L-05
TOTAL 2 (LOSS)
A
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * R1-1 * LOCAL GUIDE
SIGNAGE * R30 (CA) * R1-1 * R6-5p (MOD) * R99 (CA) * "BICYCLE BOULEVARD SIGN" * R30 (CA) * R30 (CA) * R1-1 * PUSH
BUTTON * R36 (CA) (MOD) * LOCAL BIKE
SIGN * R30 (CA) * R99 (CA) * R30 (CA) * R1-1 * LOCAL BIKE SIGN * R30 (CA) © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * R1-1 * LOCAL GUIDE
SIGNAGE * R30 (CA) * R1-1 * R6-5p (MOD) * R99 (CA) * "BICYCLE BOULEVARD SIGN" * R30 (CA) * R30 (CA) * R1-1 * PUSH
BUTTON * R36 (CA) (MOD) * LOCAL BIKE
SIGN * R30 (CA) * R99 (CA) * R30 (CA) * R1-1 * LOCAL BIKE SIGN * R30 (CA) STOP

STOP STOP BLVD BLVD BLVD SLOW SCHOOL XING SCHOOLSTOP XING SLOW 39 22
PM
BLVD
LL
39 KP
22 CW
CW
22 11'
28' 11' 13' 11.5' 11' 13'
06-07 ▲ ■ R6-5P
06-08
06-09 ■ R6-5P ■ R6-5P
BLVD
06-01
06-02
06-03 * R1-1 * R99 (CA) * R30 (CA) * R6-5p (MOD) * R1-1 * R30 (CA)* R1-1 * R30 (CA) * R1-1 * R99 (CA) * R30 (CA) * R6-5p (MOD) * R1-1 * R30 (CA)* R1-1 * R30 (CA) STOP

STOP STOP BLVD BLVD SLOW
22 39
22 39
PM
CW
CW
LL
11' 11' 13' 11.5' 11' 13' 14' 11.0' 10' ▲ 13'
06-10 ■ R6-5P
06-12
R6-5P
06-11 ■ R6-5P ■
BLVD
BLVD
06-04 06-05 06-06
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * LOCAL GUIDE SIGN * R30 (CA) * R30 (CA) * SNS * R1-1* R36 (CA) (MOD) © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * LOCAL GUIDE SIGN * R30 (CA) * R30 (CA) * SNS * R1-1* R36 (CA) (MOD) BLVD STOP 39 22
39 PM
39 39A
DG
KP
22 39
39 BL
22 14' 11.0' 10' 13' 11.0' 6' 11' 10.5' 6'
07-03 ♦ R10-15MOD-B-R
07-02 ■ R10-15MOD-B-L
07-01 ♦ R10-15MOD-B-R
39A

10.5' 5.0' 10.5' 5.0' 10.5' 13.0' 10.5' 15.0' 22' 10.5' 2.0' 5.0' DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 2022) Distribution Airbus DS
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * S1-1 * S4-3P * R30 (CA) * R30 (CA) * R30 (CA) * R99 (CA) * R30 (CA) * 2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * S1-1 * S4-3P * R30 (CA) * R30 (CA) * R30 (CA) * R99 (CA) * R30 (CA) * STOP STOP © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) STOP STOP DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * S1-1 * S4-3P
* LOCAL
SIGN
* YELLOW
SPEED

REGULATORY
SIGN
* R30 (CA) * R2-1 (25) * R30 (CA) * NO

PARKING

LOADING
ZONE
SIGNS
* LOCAL
GUIDE
SIGN
* R1-1
* R6-5p (MOD)
* NO PARKING

LOCAL SIGN
* R30 (CA)
* R30 (CA) * R1-1
* R30 (CA) * R30 (CA) * R30 (CA) * NO

PARKING

LOADING
SIGN
* R1-1
* R1-1
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * S1-1 * S4-3P
* LOCAL
SIGN
* YELLOW
SPEED

REGULATORY
SIGN
* R30 (CA) * R2-1 (25) * R30 (CA) * NO

PARKING

LOADING
ZONE
SIGNS
* LOCAL
GUIDE
SIGN
* R1-1
* R6-5p (MOD)
* NO PARKING

LOCAL SIGN
* R30 (CA)
* R30 (CA) * R1-1
* R30 (CA) * R30 (CA) * R30 (CA) * NO

PARKING

LOADING
SIGN
* R1-1
* R1-1 STOP
STOP STOPSLOW SCHOOL XING XING SCHOOL STOP 39
22 PM
LL
22 CW 22
CM
22 KP
39 39
39 13' 10.5' 12' 13' 11'
11'
09-04
■ R6-5P
09-05
■ R6-5P
09-06
■ R6-5P
▲
09-01
09-02
09-03
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * R30 (CA)* R1-1
* R6-5p (MOD)
* "WARNING DRUG FREE
SCHOOL ZONE" SIGN
* R30 (CA)
* SNS
* R36 (CA) (MOD) * R30 (CA) * R99 (CA) * YELLOW SPEED

REGULATORY
SIGN
* S1-1
* S4-3P
* R1-1 * R30 (CA)
* R30 (CA)
* R30 (CA)
* R1-1
* S1-1
* SNS
* "AFTER STOP RIGHT

TURN PERMITTED ON
RED"
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * R30 (CA)* R1-1
* R6-5p (MOD)
* "WARNING DRUG FREE
SCHOOL ZONE" SIGN
* R30 (CA)
* SNS
* R36 (CA) (MOD) * R30 (CA) * R99 (CA) * YELLOW SPEED

REGULATORY
SIGN
* S1-1
* S4-3P
* R1-1 * R30 (CA)
* R30 (CA)
* R30 (CA)
* R1-1
* S1-1
* SNS
* "AFTER STOP RIGHT

TURN PERMITTED ON
RED"

STOP STOP SLOW STOP
22 LL
CM
CM
22 39
22 39
39 39
KP
GB
39A
BL
CW 13' 11' 11' 13'
11' 11'
11'
13'
1'
57'
11'
11'
6' 10.5' 10.5' 6.5'

11.5'
11'
9'
7'
12'

10.5' 6'

11.5'
5'
5'
▲
10-10
■ R6-5P
10-11
■ R6-5P
10-12
■ R6-5P
10-04
10-05
■ R10-15MOD-A-L
♦ R10-15MOD-A-R
10-07
10-06
♦ R10-15MOD-A-R
■ R10-15MOD-A-L
CW
LL
10-08
R9-5
10-09
R9-5
3' 10.5' 10.5'

3.5'

5.0'
5'
1'
7'
18'
10' 17'
◘
◘
10-01 10-02 10-03
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 on © 2022 Maxar ©CNES (2022) Distribution Airbus DS
* R1-1
* "RIGHT TURN
* ONLY"
* "NO PARKING LOADING
ZONE" * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA)
* R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA)
* SNS
* R6-1
* "NO RIGHT TURN
* R30 (CA)
on © 2022 Maxar ©CNES (2022) Distribution Airbus DS
* R1-1
* "RIGHT TURN
* ONLY"
* "NO PARKING LOADING
ZONE" * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA)
* R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA)
* SNS
* R6-1
* "NO RIGHT TURN
* R30 (CA) STOP SHARE THE PATH SHARE THE PATH SHARE THE PATH SHARE THE PATH SHARE THE PATH SHARE THE PATH 39 KP
39 BL
PM
22 GB1
39 39A 8' 12' 8' 8' 6' 6'
11-01
♦ R10-15MOD-A-R
11-02
♦ W11-15P 12' 2' 4' 4'
6'
6'
20'
29'
■ R81B
11-09
70'

EXISTING AFFECTED PARKING
LOSS = 8 SPACE

EXISTING AFFECTED PARKING
LOSS = 9 SPACE

EXISTING AFFECTED PARKING
GAIN = 5 SPACE
EXISTING AFFECTED PARKING © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distr 022 Maxar ©CNES (2022) Distribution Airbus DS on © 2022 Maxar ©CNES (2022) Distribution Airbus DS * S1-1
* S4-3P
* R30 (CA) * "NO PARKING" LOCAL
SIGN
* R30 (CA) * "PERMIT PARKING"

LOCAL SIGN
* R99 (CA) * "NO PARKING
LOADING ZONE" * R30 (CA) * "NO PARKING LOADING
ZONE"
* R30 (CA) * "PERMIT PARKING"

LOCAL SIGN
* R30 (CA) * "PERMIT PARKING"

LOCAL SIGN
* SNS
* R28 (CA) * R28 (CA)
* SNS
* R4-1
* R2-1 (30) * R1-1
* R1-1
* SNS
* R1-1
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distr 022 Maxar ©CNES (2022) Distribution Airbus DS on © 2022 Maxar ©CNES (2022) Distribution Airbus DS * S1-1
* S4-3P
* R30 (CA) * "NO PARKING" LOCAL
SIGN
* R30 (CA) * "PERMIT PARKING"

LOCAL SIGN
* R99 (CA) * "NO PARKING
LOADING ZONE" * R30 (CA) * "NO PARKING LOADING
ZONE"
* R30 (CA) * "PERMIT PARKING"

LOCAL SIGN
* R30 (CA) * "PERMIT PARKING"

LOCAL SIGN
* SNS
* R28 (CA) * R28 (CA)
* SNS
* R4-1
* R2-1 (30) * R1-1
* R1-1
* SNS
* R1-1 STOP
STOP

STOP SHARE THE PATH SHARE THE PATH
KP 39
22 BL
GB1
39 CW
41 8' 12' 16' 6' 11'
11'
5'
5'
5'
5'
5'
11-03
♦ W11-15P
11-04
♦ W11-15P
11-07
11-08
■ R10-15MOD-A-L
♦ R10-15MOD-A-R
11-06
■ R10-15MOD-A-L
11-05
♦ R10-15MOD-A-R
GB 12' 8' 2' 5' 4'
1'
11'
14' 10'
1' 11'
8'
8'
10'

10.5'

10.5'
5'
6'
2'
6'
5' 10.5'

10.5'
4'
4' 5'

11.0'

12.4'
11-10
R25E
■
R81A
11-11
R99
53'
120'
22'
YL1
■
▲
▲ 6'41'

EXISTING AFFECTED PARKING
GAIN = 2 SPACE

EXISTING AFFECTED PARKING
LOSS = 2 SPACE

EXISTING AFFECTED PARKING
LOSS = 1 SPACE LOCATION LOSS OF PARKING SPACES
9 PARKING GAIN/LOSS (THIS SHEET)
L-11
TOTAL 13 (LOSS)
L-11 -5
A
B
L-11 C 8
L-11 D -2
L-11 E 2
A B
C
D E
F
L-11 F 1
DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 EPW - 21102 Addendum No. 2 Page 1 of 1

ANNUAL STREET REHABILITATION AND

PREVENTIVE MAINTENANCE PROJECT
FISCAL YEAR 2021/2022
(PROJECT NO. EPW-21102)
ADDENDUM NO. 2
June 16, 2022
To All Plan Holders:

Notice is hereby given that the following changes to the bid documents have been made for the above referenced project:

Part A – CONTRACT DOCUMENTS

1. Notice Inviting Bids
a. Notice is hereby given that the Bid Opening Date Annual Street Rehabilitation and Preventive Maintenance Project Fiscal Year 2021/2022, Project No. EPW-21102 is hereby revised to be Thursday, June 30, 2022 at 2:00 p.m.

Signature of this Addendum Sheet and inclusion of it with the Proposal is required at the time of bid opening.

Date: June 16, 2022by:___________________________
Ryan O’Connell, PE
Senior Civil Engineer
Company Name: ___________________ Authorized Signature:_________________ Authorized Name: ___________________ Date: ______________________ DocuSign Envelope ID: D00A8993-CFBD-4DC4-AA2D-F7CACAE72865 66TH ST
67TH ST
65TH ST
59TH ST

POWELL ST
53RD ST
45TH ST
43RD ST

PARK AVE
40TH ST

MACARTHUR BLVD

SAN PABLO AVE

EMERY ST

VALLEJO STREET

BEAUDRY ST

CHRISTIE AVE

HOLLIS ST HORTON ST
City of Emeryville

DEPARTMENT OF PUBLIC WORKS

C A L I F O R N I A

PAVEMENT DELINEATION PLANS FOR