CITY OF GROVER BEACH
CITY COUNCIL STAFF REPORT
Agenda Item No. 8
Placement: Consent
Meeting Date: September 28, 2026
TO: Honorable Mayor and City Council
FROM: Matthew Bronson, City Manager
PREPARED BY: Erin Wiggin, CIP Manager
Jeff Lee, Public Works Director/City Engineer
SUBJECT: Award of Construction Contract for Measure K-14 Street Improvements for CIP 2295-19
RECOMMENDATION
Award a contract for construction of CIP 2295-19 as part of the Measure K-14 Street Rehabilitation Program to J.L. Plank, Inc., dba Cen-Cal Construction (Cen-Cal) in the amount of $2,484,999 for the Base Bid; authorize the City Manager to sign and affirm change orders for construction and construction management up to an aggregate of $430,000; and authorize the Mayor to execute the contract on behalf of the City.
BACKGROUND
The City Council has identified Community Infrastructure as one of its multi-year City goals and Street Improvements and Maintenance as a top priority for FY 2026-27. These goals focus on long-range planning and the upkeep of well-maintained infrastructure, including city streets.
Voters approved Measure K-14 in November 2014 which authorized the sale of up to $48 million in bond funds for repair of residential streets. The first 17 Measure K-14 funded projects are complete and with the 18th project nearly completed, the city has provided maintenance and repair of over 330 city blocks which represents over 75% of all residential streets.
The next Measure K-14 street project is Capital Improvement Program (CIP) 2295-19 which includes pavement repair and concrete improvements of approximately 28 blocks on portions of N. 2nd Street, N. 5th Street, N. 6th Street, N. 7th Street, Brighton Avenue and Ramona Avenue.
On September 14, 2026 the Council approved an agreement with BKF Engineers, Inc for construction management services for the project. The City contracted with AKA Engineering to develop the project bid documents which depict the street improvements and mandated accessibility upgrades. In addition to pavement rehabilitation, the project includes ADA curb ramps, with funding from CIP 3003 (City Disability Access Improvements) and water line work, with funding from the Water Enterprise Fund.
Construction of this project was originally planned as part of the FY 2027-28 Capital Improvement Program due to project timing associated with sewer infrastructure projects which have since been remedied. However, staff is recommending that this project be advanced at this time to avoid potential scheduling conflicts with CIP 2285 (Major Street Rehabilitation-North 4th Street) which is now tentatively scheduled for construction in FY 2027-28. This updated schedule is also consistent with Council’s direction to advance a Measure K-14 project every 1 to 1.5 years.
Staff Report: Award of Construction Contract for CIP 2295-19 Page 2 September 28, 2026
Construction bids for this project were received on September 3, 2026. The City received nine bids shown in Attachment 2 ranging from $2,484,999 to $3,676,852 for the base bid work, compared with the Engineer’s Estimate of approximately $3,100,000. The lowest responsive and responsible bidder is Cen-Cal with a base bid of $2,484,999. Staff has completed a review of Cen-Cal’s qualifications and capability to complete the project and is recommending the Council award a construction contract to them. Pending the Council’s award of a construction contract, preliminary construction on this project is expected to begin next month. A more detailed and accurate project schedule will be determined following the award of the construction contract.
Lastly, given the difference between the lowest bid amount compared with the Engineer’s Estimate, staff is evaluating whether future project costs can be updated as part of the Measure K-14 funding plan that staff is currently developing for future presentation to the Council.
FISCAL IMPACT
This project is funded with Measure K-14 funds along with transfers of $20,000 from the Water Enterprise Fund and $50,000 of General Fund funds from CIP 3003 (City Disability Access Improvements) for related work during the project. The total project cost includes the lowest bid plus contingency as identified above for a total of $2,914,999. Staff is recommending award to Cen-Cal Construction in the amount of $2,484,999 and to authorize the City Manager to approve the construction contract and construction management change orders, if necessary, up to an additional $430,000.
ALTERNATIVES
The Council has the following alternatives to consider:
1. Award the contract for construction of CIP 2295-19 as part of the Measure K-14 Street Rehabilitation Program to Cen-Cal Construction in the amount of $2,484,999 for the Base Bid; authorize the City Manager to sign and affirm change orders up for construction and construction management up to an aggregate of $430,000; and authorize the Mayor to execute the contract on behalf of the City; or
2. Delay award of the project and provide additional direction to staff; or\
3. Reject all bids, modify the project, and re-advertise for bids as soon as possible.
PUBLIC NOTIFICATION
The agenda was posted in accordance with the Brown Act.
ATTACHMENTS
1. Agreement
2. Bid Results
3. Map of Streets in CIP 2295-19
Staff Report: Award of Construction Contract for CIP 2295-19 Page 3 September 28, 2026
Multi-Year Goals
☐ Public Safety and Community Services ☐ Economic Development and Housing ☐ Community Infrastructure ☐ Financial and Organization Sustainability Council Priorities
☐ Water & Wastewater Infrastructure ☐ Community Engagement ☒ Street Improvements and Maintenance
CITY OF GROVER BEACH
County of San Luis Obispo
State of California
NOTICE TO BIDDERS
SPECIAL PROVISIONS
PROPOSAL AND
CONTRACT
for
MEASURE K-14 STREET REHABILITATION AND REPAIR PROJECT,
CIP 2295-19
x RAMONA – FRONT TO 3RD AND 4TH-8TH
x BRIGHTON – FRONT TO 4TH AND 4TH-8TH
x N. 2ND- PARK VIEW TO OCEAN VIEW AND WEST GRAND TO RAMONA x N. 5TH – WEST GRAND TO SARATOGA
x N. 6TH – WEST GRAND TO ATLANTIC CITY AND PARK VIEW TO OCEAN VIEW x N. 7TH – BRIGHTON TO ATLANTIC CITY
August 13, 2026
Bids Open: Thursday, September 3, 2026 @ 2:00 p.m.
Approved:
______
Jeff Lee, Director of Public Works Jeff Lee,Director ofPublic Date 8/13/2026
Attachment 1
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TABLE OF CONTENTS
SECTION PAGE
NOTICE TO BIDDERS ................................................................................................................. 2 REQUIRED BID FORMS ............................................................................................................. 5 BID FORM ........................................................................................................................ 6 BID INFORMATION .......................................................................................................... 7 BID QUANTITIES ............................................................................................................. 8 IRAN CONTRACTING ACT CERTIFICATION .................................................................. 10 ADDITIONAL REQUIRED INFORMATION ....................................................................... 11 SIGNATURES .................................................................................................................. 12 EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION ............................................. 13 NONCOLLUSION AFFIDAVIT .......................................................................................... 15 DEBARMENT AND SUSPENSION CERTIFICATION ...................................................... 16 LIST OF SUBCONTRACTORS ........................................................................................ 17 QUESTIONNAIRE ............................................................................................................ 18 BIDDER’S BOND.............................................................................................................. 19 PROJECT REFERENCES ................................................................................................ 20 CONTRACT DOCUMENTS ......................................................................................................... 21 PERFORMANCE BOND ................................................................................................... 22 PAYMENT BOND ............................................................................................................. 24 GUARANTY ...................................................................................................................... 26 AGREEMENT ................................................................................................................... 27 SPECIAL PROVISIONS .............................................................................................................. 30 SECTION 1. SPECIFICATIONS AND PLANS .................................................................. 30 SECTION 2. PROPOSAL REQUIREMENTS AND CONDITIONS .................................... 36 SECTION 3. AWARD AND EXECUTION OF CONTRACT ............................................... 41 SECTION 4. BEGINNING OF WORK, TIME OF COMPLETION,
LIQUIDATED DAMAGES, HOURS OF WORK, NIGHT WORK,
AND SCHEDULED SUSPENSION ............................................................... 42 SECTION 5. GENERAL .................................................................................................... 43 SECTION 6. MEASUREMENT AND PAYMENT ............................................................... 56 SECTION 7. REFERENCE INFORMATION ..................................................................... 61 SECTION 8. MATERIALS ................................................................................................. 62 SECTION 9. DESCRIPTION OF WORK ........................................................................... 63 SECTION 10. TECHNICAL SPECIFICATIONS ................................................................ 64 APPENDICES .............................................................................................................................. 9 352-(&73/$16
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City of Grover Beach
State Of California
- - - - - - - - - - - - - - -
NOTICE TO BIDDERS
Sealed bids will be received by the City Clerk of the City of Grover Beach (“City”) at the City Clerk’s Office at 154 South 8th Street, Grover Beach, CA 93433 until 2:00 p.m. on the clock designated by the Owner or its representative as the bid clock, on September 3, 2026. No bid will be accepted by the Owner after this time. Facsimile (FAX) copies of the bid will not be accepted. Promptly thereafter, all bids that have been duly received will be publicly opened and read aloud for furnishing to said City all labor, materials, equipment, transportation, services and supplies necessary to construct and complete the construction of the:
MEASURE K-14 STREET REHABILITATION AND REPAIR PROJECT,
CIP 2295-19
General Work Description: In general, the Base Bid Work shall be pavement rehabilitation of approximately 28 blocks, including and not necessarily limited to project management and controls activities, mobilization activities, public notification and interaction activities, construction surveying and staking, traffic control, water pollution control practices, pre- and post-construction survey monument protection and establishment, adjustment of pavement surface features (water utility boxes and valves, sewer manholes, storm drain manholes, and survey monument wells), clearing and grubbing of debris (plant, soil, abandoned landscape features, etc.) within the Work limits, landscaping and irrigation repair, resetting of mailboxes, resetting of sign posts, tree trimming, earthwork cutting and backfilling, removal of existing asphalt, roadway preparation, hot mix asphalt repaving street surface and conform areas, hot mix asphalt dike installation, concrete curb and gutter, concrete cross-gutter, concrete sidewalks, accessibility improvements, signage and installation of pavement striping and markings.
The estimated opinion of probable construction cost for this Base Bid Work is approximately $3,100,000.
Conditions of Submitting a Bid: Bids are required for the entire Work described herein.
The Contractor shall possess a Class A license at the time this Contract is awarded through Contract acceptance and all applicable warranty periods.
The Contractor and all subcontractors will be required to obtain a City Business Tax Certificate by the time the Contract is awarded.
This Contract is subject to state contract nondiscrimination and compliance requirements pursuant to Government Code, Section 12990.
The successful bidder will be allowed to substitute securities or establish an escrow in lieu of retainage, pursuant to Public Contract Code Section 22300, and as described in the Agreement Between Owner and Contractor and General Conditions.
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Notice to Bidders, Plans, Special Provisions, and Proposal Forms may be inspected at the Public Works Office in Grover Beach, California, and copies of said documents may be obtained on the City’s website at https://www.grover.org/Bids.aspx. No bid will be received unless it is made on a Proposal Form furnished by the City. Bids received via FAX will not be considered.
Each bid shall be accompanied by cash, certified or cashier’s check, or bidder’s bond for not less than ten percent (10%) of the amount of the base bid, made payable to the City.
The City reserves the right to add or deduct any of the additive or deductive items after the lowest responsible and responsive bidder is determined. The lowest bid shall be determined on the total of the bid prices on the base bid.
Pursuant to Section 1773 of the Labor Code, the general prevailing wage rates in the county, or counties, in which the work is to be done have been determined by the Director of the California Department of Industrial Relations. These wages are set forth in the General Prevailing Wage Rates for this project available from the California Department of Industrial Relations’ Internet web site at http://www.dir.ca.gov/OPRL/PWD/. Future effective general prevailing wage rates, which have been predetermined and are on file with the California Department of Industrial Relations are referenced but not printed in the general prevailing wage rates.
By submitting a bid, the contractor confirms that they have conducted a site visit and that any questions or clarifications regarding the bid documents have been submitted in writing to the city.
This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
For all projects over Twenty-Five Thousand Dollars ($25,000), a contractor or subcontractor shall not be qualified to submit a bid or to be listed in a bid proposal subject to the requirements of Public Contract Code section 4104 unless currently registered and qualified under Labor Code section 1725.5 to perform public work as defined by Division 2, Part 7, Chapter 1 (§§1720 et seq.) of the Labor Code. For all projects over Twenty-Five Thousand Dollars ($25,000), a contractor or subcontractor shall not be qualified to enter into, or engage in the performance of, any contract of public work (as defined by Division 2, Part 7, Chapter 1 (§§1720 et seq.) of the Labor Code) unless currently registered and qualified under Labor Code section 1725.5 to perform public work and proof of registration is provided.
Notice is also hereby given that any or all bidders may be required to furnish a sworn statement of their financial responsibility, technical ability and experience before award is made to any particular bidder.
The Contract Time shall be one hundred and thirty (130) working days, and liquidated damages for delay shall accrue.
Bidders shall contact the City’s Department of Public Works office at [email protected] the day prior to bid opening to obtain any bidding addenda information. Submittal of a signed bid shall be evidence that the Bidder has obtained this information and that the bid is based on any changes contained therein.
Submittal of Bidder’s Inquiries: Inquiries or questions based on alleged patent ambiguity of the plans, specifications or estimate must be communicated as a bidder inquiry prior to bid opening.
Pursuant to the Contract Documents, the successful bidder will be required to furnish a Payment (Labor and Material) Bond in the amount of one hundred percent (100%) of the Contract Sum, and a Faithful Performance Bond in the amount of one hundred percent (100%) of the Contract Sum.
Bidder’s inquiries shall be submitted in writing via e-mail to the City of Grover Beach, Public Works Department, at [email protected]. The cutoff time that the City will accept bidder’s inquiries is 5:00 p.m. on the fifth City business day prior to the bid opening date. The City will respond to bidder’s
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inquires via bidding addenda. Any such inquiries, submitted after the cutoff time of receiving bidder’s inquiries, will not be treated as a bid protest.
Bid Submittal Instructions: On the outside of the bid envelope the Bidder shall indicate the following:
1. Name and Address of Bidder
2. Name of project on which bid is submitted
3. Date and time of bid opening
The right is reserved by the City to reject any or all bids and to evaluate the bids submitted. The City further reserves the right to waive any informalities or minor irregularities in the bid.
No bidder may withdraw his bid for a period of sixty (60) working days after the date set for the opening thereof.
Dated this 13th day of August, 2026, at the City of Grover Beach, California.
City of Grover Beach
STATE OF CALIFORNIA
Jeff Lee, P.E.
Public Works Director/City Engineer
Notice to be published twice in a newspaper of general circulation printed and published in the City, with the first publication at least ten days before the bid deadline, and with the second publication at least five days later; or if no such newspaper, then posted in at least three public places in the City that have been designated by ordinance for posting (Public Contract Code §20164):
First Publication: August 13th, 2026 in New Times _______ Second Publication: August 20th, 2026 in New Times __
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CONTRACT DOCUMENTS
The CONTRACT DOCUMENTS shall include, but not be limited to, the following:
GUARANTY
AGREEMENT
BID FORM
BID BOND
NOTICE TO BIDDERS
SPECIAL PROVISIONS
CALTRANS 2010 STANDARD SPECIFICATIONS
CITY STANDARD DRAWINGS AND SPECIFICATIONS
PROJECT DRAWINGS AND SPECIFICATIONS
PERFORMANCE BOND (form provided by City)
PAYMENT BOND (form provided by City)
Insurance Certificate(s) and Endorsement(s)
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PERFORMANCE BOND
Bond Number: ___________
KNOW ALL MEN BY THESE PRESENTS that we, ____________________, as Principal, and ___________________________, as Surety, are held and firmly bound unto the City of Grover Beach, in the County of San Luis Obispo, State of California, hereinafter called the “Owner,” in the sum of ___________________________________ Dollars ($______________) for the payment of which sum well and truly made, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, to the Owner for the full performance of a certain contract with the Owner, the terms of which are incorporated herein by reference, dated _____________, 20___, for construction of the MEASURE K-14 STREET REHABILITATION AND REPAIR PROJECT, CIP 2295-19 (the “Contract”).
The condition of this obligation is such that, if the Principal shall well and truly perform and fulfill all the undertakings, covenants, terms, conditions, and agreements of said Contract during the original term of said Contract and any extensions thereof that may be granted by the Owner, with or without notice to the Surety, and for the period of time specified in the Contract after completion for correction of faulty or improper materials and workmanship and during the life of any guaranty or warranty required under the Contract, and shall also well and truly perform and fulfill all the undertakings, covenants, terms, conditions and agreement of any and all duly authorized modifications of said Contract that may hereafter be made, then this obligation is to be void, otherwise to remain in full force and virtue.
And the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the Work to be performed thereunder or the specifications accompanying the same, shall in any way affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract, or to the Work, or to the specifications.
No further agreement between Surety and Owner shall be required as a prerequisite to the Surety performing its obligations under this bond. In the event that the Surety elects to complete the Work of the Contract after termination of the Contract by Owner, the Surety may not hire Principal, or any of Principal’s owners, employees, or subcontractors, to perform the Work without the written consent of Owner, and the Owner may grant or withhold such consent within its sole discretion.
IN WITNESS WHEREOF, the above-bounden parties have executed this instrument under their several seals this ________ day of __________________, 20__, hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body.
(To be signed by )
(Principal and Surety, )
(and acknowledged and )
(Notarial Seal attached )
(Affix Corporate Seal)
________________________
(Individual Principal)
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________________________
(Business Address)
(Affix Corporate Seal) ________________________
(Corporate Principal)
________________________
(Business Address)
(Affix Corporate Seal) ________________________
(Corporate Surety)
________________________
(Business Address)
________________________
By:_____________________
________________________
The rate of premium on this bond is _____________ per thousand.
The total amount of premium charged is ______________________.
The above must be filled in by Corporate Surety.
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PAYMENT BOND
(Labor and Material)
Bond Number: ______________
KNOW ALL MEN BY THESE PRESENTS:
That WHEREAS, the City of Grover Beach (the “Owner” of the public works contract described below) and ____________________________________, hereinafter designated as the “Principal,” have entered into a Contract for the furnishing of all materials and labor, services and transportation, necessary, convenient, and proper to construct
the 2295-19 Contract, which consists of the MEASURE K-14 STREET REHABILITATION AND
REPAIR PROJECT,
which said agreement dated _________________, 20__, and all of the Contract Documents are hereby referred to and made a part hereof;
and
WHEREAS, the Principal is required, before entering upon the performance of the work, to file a good and sufficient bond with the body by whom the Contract is awarded to secure the claims arising under said agreement.
NOW, THEREFORE, THESE PRESENTS WITNESSETH:
That the said Principal and the undersigned ____________________________________ (“Surety”) are held and firmly bound unto all laborers, material men, and other persons, and bound for all amounts due, referred to in Civil Code section 9554, subdivision (b), in the sum of ________________________________________ Dollars ($__________) which sum well and truly be made, we bind ourselves, our heirs, executors, administrators, successors, or assigns, jointly and severally, by these presents.
The condition of this obligation is that if the said Principal or any of its subcontractors, or the heirs, executors, administrators, successors, or assigns of any, all, or either of them, shall fail to pay any of the persons named in Civil Code section 9100, or any of the amounts due, as specified in Civil Code section 9554, subdivision (b), that said Surety will pay the same in an amount not exceeding the amount hereinabove set forth, and also in case suit is brought upon this bond, will pay costs and reasonable attorney's fees to be awarded and fixed by the Court, and to be taxed as costs and to be included in the judgment therein rendered.
It is hereby expressly stipulated and agreed that this bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims so as to give a right of action to them or their assigns in any suit brought upon this bond.
Should the condition of this bond be fully performed, then this obligation shall become null and void, otherwise it shall be and remain in full force and effect.
And the said Surety, for value received, thereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of said contract or the specifications accompanying the same shall in
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any manner affect its obligations on this bond, and it does hereby waive notice of any such change, extension, alteration, or addition.
IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety this _______ day of _________________, 20__.
(To be signed by )
(Principal and Surety, )
(and acknowledged and )
(Notarial Seal attached )
________________________
Principal
________________________
________________________
Surety
________________________
By:_____________________
Attorney-in-Fact
________________________
The above bond is accepted and approved this ____ day of _________________.
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The City of Grover Beach
STATE OF CALIFORNIA
- - - - - - - - - - - - - - - - - -
AGREEMENT
for
MEASURE K-14 STREET REHABILITATION AND REPAIR PROJECT,
CIP 2295-19
THIS AGREEMENT is made and concluded between the CITY OF GROVER BEACH (“City”) and J.L. Plank Inc. dba Cen-Cal Construction (“Contractor”) this 28th day of September 2026 (“Agreement”).
ARTICLE I -- WITNESSETH, That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the City, the Contractor agrees to do all the Work and furnish all the materials, except such as are mentioned in the specifications to be furnished by the City, to construct this Project in accordance with the Contract Documents (as defined in the Special Provision). In the absence of specific standards referenced in the foregoing, water system work and materials shall comply with AWWA Standards. Labor Surcharges and the Equipment Rental Rates and General Prevailing Wage Rates of the STATE OF CALIFORNIA, Business and Transportation Agency, Department of Transportation shall apply to all Work except as modified herein. All provisions of the Contract Documents for the Measure K-14 Street Rehabilitation and Repair Project, CIP #2295-19 (herein also referred to as “the Project”) are hereby specially and incorporated into this Agreement by reference and together with the Agreement form the “Contract.”
ARTICLE II -- The City hereby promises and agrees with the said Contractor to employ, and does hereby employ, the said Contractor to provide the materials and to do the work according to the terms and conditions herein contained and referred to, for the prices, hereinafter set forth and hereby contracts to pay the same at the time, in the manner and upon the Conditions herein set forth; and the said parties for themselves, their heirs, executors, administrators, successors and assigns, do hereby agree to the full performance of the covenants herein contained.
ARTICLE III -- The statement of prevailing wages as determined by the Director of Industrial Relations of the State of California pursuant to California Labor Code, Part 7, Chapter 1, Article 2, Sections 1770, 1773 and 1773.1 and which is filed at the principal office of the said party of the first part in accordance with the requirements of Section 1773.2 of said Code is hereby specifically referred to and by this reference is made a part of this Contract. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid of Contractor, then this instrument shall control and nothing herein shall be considered as an acceptance of the said terms of said bid conflicting herewith.
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ARTICLE IV -- Contractor certifies that it is aware of the provisions of Section 1725.5 of the Labor Code requiring every contractor and subcontractor, awarded work on this project, be registered with the Department of Industrial Relations and as such is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
ARTICLE V -- Contractor certifies that it is aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workmen's compensation or to undertake self-insurance in accordance with the provisions of that code, and Contractor will comply with such provisions before commencing the performance of the Work of this Contract.
ARTICLE VI -- Contractor agrees to receive and accept two million four hundred eighty-four thousand nine hundred ninety-nine Dollars ($2,484,999.00) as full compensation for furnishing all materials and for doing all the work contemplated and embraced in this Contract; also for all loss or damage, arising out of the nature of the work aforesaid, or from the action of the elements, or from any unforeseen difficulties or obstructions which may arise or be encountered in the prosecution of the Work until its acceptance by the City and for all risks of every description connected with the Work, also for all expenses incurred by or in consequence of the suspension or discontinuance of Work and for well and faithfully completing the Work, and the whole thereof, in the manner and according to the plans and specifications, and the requirements of the Engineer under them. Payment shall be made as provided in the Contract Documents.
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IN WITNESS WHEREOF, The parties to these presents have hereunto set their hands the year and date first above written.
The City of Grover Beach
STATE OF CALIFORNIA
_______________________________________
Kassi Dee, Mayor Date
ATTEST:
________________________________________
Wendi Sims, City Clerk Date
APPROVED AS TO FORM:
________________________________________
Jennifer Thompson, City Attorney Date
CONTRACTOR:
_______________________________________
NAME, Date Licensed in accordance with an act providing for the registration of contractors, License No. ______
California Department of Industrial Relations (DIR),
Registration No.
_______________________________________
Date
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City of Grover Beach
STATE OF CALIFORNIA
- - - - - - - - - - - - - - - - - -
SPECIAL PROVISIONS
for
MEASURE K-14 STREET REHABILITATION AND REPAIR PROJECT,
CIP 2295-19
SECTION 1. SPECIFICATIONS AND PLANS
1.01 GENERAL
The Work embraced herein shall be done in accordance with the State of California Department of Transportation Standard Specifications dated 2010 (“Standard Specifications” or “CalTrans Standard Specifications”), except as modified by these Special Provisions, the Construction Drawings, the City of Grover Beach Standard Drawings and the Contract annexed hereto. In the absence of specific standards referenced in the foregoing, water system work and materials shall comply with AWWA Standards. Labor Surcharges and the Equipment Rental Rates and General Prevailing Wage Rates of the STATE OF CALIFORNIA, Business and Transportation Agency, Department of Transportation shall apply to all work except as modified herein.
The State Standard Specifications are hereby amended, such that, any reference to mandatory use of the International System of Units (SI) (Metric Units), is understood to allow use of United States Standard Measurers (English Units), as directed by the Engineer.
In case of conflict between the City’s plans and drawings for this Project (“Construction Drawings”), the Standard Specifications of the City of Grover Beach (“City Standard Specifications”), the CalTrans Standard Specifications, these Special Provisions, and any other Contract Documents, these Special Provisions shall take precedence, after which the Construction Drawings shall take precedence, after which the City Standard Specifications shall take precedence, after which any other Contract Document besides the CalTrans Standard Specifications shall take precedence; except that for purposes of determining the low bidder and the contract price, the estimated item quantities in the Bid Form shall take precedence over the other Contract Documents.
1.02 DEFINITIONS AND TERMS
Abbreviations and terms, or pronouns in place of them, as used in the specifications and other contract documents, shall have the meaning specified in Section 1, "General", of the Standard Specifications or as modified hereinafter in Sections 1.03 and 1.04 of these Special Provisions.
1.03 ABBREVIATIONS ON THE DRAWINGS
Wherever on the drawings the following abbreviations are used, they shall be understood to mean the following:
Drawing Abbreviations and their Meanings
ABAND, ABAND’D – Abandon, Abandoned
ABS – Acrylonitrile-Butadiene-Styrene (pipe)
AC – Asphalt Concrete
ACP – Asbestos Cement Pipe
ALUM – Aluminum
APPD – Approved
AV, Air-Vac – Air-Vacuum and Air Release Valve
BC – Begin Curve, Bolt Circle or Between
Centers
BCR – Begin Curve Return
BM – Beam or Bench Mark
BNDY – Boundary
BO – Blowoff Assembly
BR – Brass
BV – Butterfly Valve
BVC – Begin Vertical Curve
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CAP – Capacity
CB – Concrete Block
CC – Center to Center
CFM – Cubic Feet per Minute
CFS – Cubic Feet per Second
C&G – Curb and Gutter
CIP – Cast Iron Pipe or Capital Improvement
Project
CL – Chain Link, Clearance, Centerline, or Class
CMP – Corrugated Metal Pipe
CO – Cleanout
COMM - Communication
COMP – Compaction
CONC – Concrete or Concentric
COND – Conduit or Condition
CONSTR – Construction or Construct
CONT – Continued or Continuous
CONTR – Contractor
COR – Corner
COTG – Cleanout to Grade
CPLG – Coupling
CU – Copper or Cubic
CY – Cubic Yard
DIP – Ductile Iron Pipe
DIA – Diameter
DWG – Drawing
E – East or Electric
EA – Each
EBR – End Berm Return
EC – End Curve
ECC – Eccentric
ECR – End Curb Return
EFF – Effluent or Efficiency
EGL – Energy Grade Line
EL, ELEV – Elevation
ELEC – Electrical or Electronic
ELL – Elbow
= - Equal
EQIP – Equipment
ESM’T – Easement
EVC – End Vertical Curve
EX, EXIST – Existing
EXT – Exterior
FB – Flat Bar, Floor Beam or Field Book
F&C – Frame and Cover
FG – Finished Grade or Finished Ground
FH – Fire Hydrant
FIG – Figure
FL – Flowline
FLG – Flange
FLGD – Flanged
FLR – Floor
FM – Force Main (sewer)
FO – Fiber Optic
FP – Finished Pavement
FS – Finished Surface
FT – Feet or Foot
FTG – Footing
FUT – Future
G – Gas
GA – Gage or Gauge
GAL – Gallon
GALV – Galvanized
GIP – Galvanized Iron Pipe
GPM – Gallons per Minute
GRD – Grade or Ground
GB, GB BRK – Grade Break or Grade Change
> - Greater Than
> - Greater Than or Equal To
GV – Gate Valve
HB – Hose Bib
HCS – House Connection Sewer
HDPE – High Density Polyethylene (pipe)
HDR – Header
HGL – Hydraulic Grade Line
HLS – House Lateral Sewer
HORIZ – Horizontal
HP – Horsepower or High Point
HYD – Hydraulic or Hydrant
ID – Inside Diameter
IN – Inch or Inches
INFL – Influent
INV – Invert
INV EL – Invert Elevation
IP – Iron Pipe
IPS – Iron Pipe Size
IRRIG – Irrigation
JP – Joint Pole or Joint Pipe
JT – Joint
KW – Kilowatt
KWH – Kilowatt Hour
L – Liter
LB, # – Pound
LF – Linear Feet
LT – Left
< - Less Than
< - Less Than or Equal To
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M – Meter
MAX – Maximum
MB – Mailbox
MEC JT, MJ – Mechanical Joint
MEE – Machined Each End
MFR – Manufacturer
MFR’D – Manufactured
MGD – Million Galls per Day
MH – Manhole
MIN – Minimum
MISC – Miscellaneous
MOA – Machined Over All
MTD – Mounted
N – North
NC – Normally Closed
NO – Number or Normally Open
# - Number or Pound
NPS – Nominal Pipe Size (formerly IPS)
NPT – National Pipe Thread
NRS – Non-Rising Stem
NTS – Not to Scale
OC – On Center
OD – Outside Diameter
O/H or OH - Overhead
OS&Y – Outside Screw and Yoke
OZ – Ounce
P – Pole
PCC – Portland Cement Concrete
PE – Plain End or Polyethylene
PIP – Protect-in-Place
PL – Plate, Property Line or Place
PP – Power Pole
PPM – Parts per Million
PRESS – Pressure
PROD – Products
PROP’Y – Property
PSF – Pounds per Square Foot
PSI – Pounds per Square Inch
PSIG – Pound per Square Inch Gauge
PTDF – Pressure Treated Douglas Fir
PVC – Polyvinyl Chloride (pipe)
PVMT – Pavement
R – Radius, Riser or Return, Rate of Slope
RAD – Radial
RC – Reinforced Concrete
RCP – Reinforced Concrete Pipe
RD – Road or Round
RDWD – Redwood
RED – Reducer
REINF – Reinforcing or Reinforced
REL COMP – Relative Compaction
RE-STL, REBAR – Reinforcing Steel
REQD, REQ’D – Required
RESTR’D – Restrained
RET WL – Retaining Wall
REV – Revision
RPM – Revolutions per Minute or Reinforced
Plastic Mortar Pipe
RS – Resilient Seated
RT – Right
R/W, ROW – Right-of-Way
S – South or Sewer
S X S – Slip by Slip or Socket by Socket
S X T – Slip by Thread or Socket by Thread
SCR’D – Screwed
SCH – Schedule
SD – Storm Drain
SECT – Selection or Select
SF – Square Feet
SHT – Sheet
SM – Survey Monument
SPECS – Specifications
SPEC PROV – Special Provisions
SQ – Square
SS – Sanitary Sewer
STA – Station
STD – Standard
STL – Steel
STN – Stainless
STRUCT – Structural or Structure
SW – Sidewalk
SY – Square Yard
SYM – Symmetrical or Symbol
T – Thermostat, Tangent or Telephone
T X T – Thread by Thread
TB – Thrust Block or Top of Bank
TBM – Temporary Bench Mark
TC – Top of Curb
TEMP – Temporary
TH – Thick or Thickness
THR’D – Threaded
TM – Telemetry
TP – Telephone Pole or Turning Point
TRANS – Transition or Transmitter
TS – Toe of Slope
TV – Television Cable
TW, TOW – Top of Wall
TYP – Typical
T&G – Tongue and Grove
UG – Underground
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V – Valve, Volt or Volume
VAR – Varies or Variable
VCP – Vitrified Clay Pipe
VERT – Vertical
VOL – Volume
W – West, Watt or Water
W/ - With
WL – Water Line or Water Level
WM – Water Meter
WS – Water Surface, Water Service
WSEL – Water Surface Elevation
WT – Weight
WV – Water Valve, Water Valve Box
WWM – Welded Wire Mesh
X – By or Times
XS – Extra Strong
YD – Yard
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1.04 TERMS IN THE CALTRANS STANDARD SPECIFICATIONS
Wherever in the CalTrans Standard Specifications the following terms, or pronouns in place of them, are used, they shall be understood to mean the following:
DEPARTMENT OF TRANSPORTATION, or DEPARTMENT - The City of Grover Beach.
DIRECTOR OF TRANSPORTATION, or DIRECTOR - The Public Works Director/City Engineer acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties delegated to them.
ENGINEER - The Public Works Director/City Engineer acting either directly or through properly authorized agent(s), such agent(s) acting within the scope of the particular duties delegated to them.
ENGINEER'S ESTIMATE - The list of estimated quantities of Work to be performed as contained in the Bid Form.
HIGHWAY- The entire right-of-way, easement or property which is secured for use in constructing the improvements for this project.
STATE - The City of Grover Beach.
STATE AGENCIES - Whenever, in the Standard Specifications, reference is made to any STATE agency or officer, such reference shall be deemed made to any agency or officer whether STATE, County, City or Services City succeeding in accordance with law or local ordinance to the powers, duties, jurisdiction and authority of the agency or officer mentioned.
1.05 TERMS IN THE OTHER CONTRACT DOCUMENTS
Wherever in the Contract Documents (other than the CalTrans Standard Specifications) the following abbreviations and terms, or pronouns in place of them, are used, the intent and meaning shall be interpreted as provided in this section.
CITY - The City of Grover Beach, and its authorized agent(s).
CITY CLERK, OR CLERK - The Clerk of the City of Grover Beach as appointed by the City Council in accordance with the law.
CITY COUNCIL - The legislative body of the City of Grover Beach as created by law.
CITY ENGINEER - The Public Works Director/City Engineer acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties delegated to them.
COMPLETION – Full and final performance of all of the Work, except that (A) for purposes of release of retention, “completion” is defined by Public Contract Code section 7107, and (B) for purposes of notices of completion and stop payment notices, “completion” is defined by Civil Code section 9200. Substantial completion does not constitute “completion.”
CONTRACT DOCUMENTS – The documents that create and constitute the Contract, which are incorporated by reference into the Agreement, and which include, but are not limited to, the following:
x Guaranty.
x Agreement.
x Bid Form (including all forms within the Bid Form).
x Bid Bond.
x Notice to Bidders.
x Special Provisions for the Project, including the Technical Provisions. x CalTrans Standard Specifications.
x City Standard Specifications.
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x Construction Drawings for the Project.
x City Standard Drawings.
x Performance Bond (using the City’s form).
x Payment Bond (using the City’s form).
x Iran Contracting Act form.
ENGINEER, ENGINEER’S ESTIMATE and HIGHWAY - The same as defined in Section 1.04, above, of these Special Provisions.
DEPARTMENT OF PUBLIC WORKS, or DEPARTMENT - The Department of Public Works of the City of Grover Beach.
DESIGN ENGINEER – The City of Grover Beach, and its agent(s). AKA Engineering, is the authorized agent serving the City as the DESIGN ENGINEER.
OWNER - The City of Grover Beach.
PLANS – Plans include the Construction Drawings and details prepared by the Design Engineer and any Standard Drawings referenced therein and the terms may be used interchangeably. For bidding purposes, the Plans marked Bid Set shall be used as the basis for forming all bids. The Plans marked Conformed Set and approved by the City Engineer will be used as the basis for construction of all Work specified herein.
PROJECT ENGINEER - The Public Works Director/City Engineer/CIP Manager acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties delegated to them.
STATE AGENCIES - Same as in Section 1.04 of these Special Provisions.
WORK – All of the duties, responsibilities, and obligations of the Contractor required by the Contract Documents, including punch list work, other corrective work, closeout documents, and closeout procedures.
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SECTION 2. PROPOSAL REQUIREMENTS AND CONDITIONS
2.01 GENERAL
The Bidder’s attention is directed to the provisions in Section 2, “Bidding,” of the Standard Specifications and these special provisions for the requirements and conditions which the Bidder must observe in the preparation of and the submission of the bid.
In addition to the subcontractors required to be listed in conformance with Section 2-1.33C, “Subcontractor List,” of the Standard Specifications, each bid shall have listed therein the portion of Work that will be done by each subcontractor listed. A sheet for the listing of the subcontractors is included in the City’s bid package documents.
The bidder's bond shall conform to the bond form in the bid package documents for the project and shall be properly filled out and executed.
In conformance with Public Contract Code Section 7106, a Noncollusion Affidavit is included in the Proposal. Signing the Proposal shall also constitute signature of the Noncollusion Affidavit.
The contractor, sub recipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this Contract. The Contractor shall carry out applicable requirements of Title 49 CFR (Code of Federal Regulations) part 26 in the award and administration of US DOT assisted contracts. Failure by the Contractor to carry out these requirements is a material breach of this Contract, which may result in the termination of this Contract or such other remedy, as the recipient deems appropriate. Each subcontract signed by the Bidder must include this assurance.
Failure of the Bidder to fulfill the requirements of the Special Provisions for submittals required to be furnished after bid opening, including but not limited to escrowed bid documents, where applicable, may subject the Bidder to a determination of the Bidder’s responsibility in the event it is the apparent low bidder on a future public works contracts.
2.02 EXAMINATION OF PLANS, SPECIFICATIONS, CONTRACT AND SITE OF WORK The Bidder shall examine carefully the sites of the Work contemplated, the plans, the specifications, the Bid Form, and Contract Documents therefore.
The submission of a bid shall be conclusive evidence that the Bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, the quality, and scope of work to be performed, the quantities of materials to be furnished, and as to the requirements of the Bid Form, plans, specifications and the Contract Documents.
2.03 APPROXIMATE ESTIMATE
The quantities given in the Bid Form are approximate only, being given as a basis for the comparison of bids. The City does not, expressly or by implication, agree that the actual amount of work required by the Contract Documents will correspond with the Bid Form, and the City reserves the right to increase or decrease the amount of any class or portion of the Work, or to omit portions of the Work, as may be deemed necessary or advisable by the Engineer. Bids are required for the entire Work described herein.
2.04 REJECTION OF BIDS
Bids may be rejected if they show any alterations of form, incomplete bids, erasures or irregularities of any kind. A complete bid shall include the following documents:
BID FORM
EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION
NONCOLLUSION AFFIDAVIT
DEBARMENT AND SUSPENSION CERTIFICATION
LIST OF SUBCONTRACTORS
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QUESTIONNAIRE
BID FORM
BIDDER’S BOND OR OTHER SECURITY
PROJECT REFERENCES
IRAN CONTRACTING ACT FORM (if project is over $1,000,000)
PROOF OF REGISTRATION WITH DIR
To avoid bid protests and bid rejections, bidders are reminded to include the following information in the Bid Form:
1) Contractor’s license number
2) Expiration date of Contractor’s license
3) The following statement: “The Contractor’s license number and expiration date stated herein are made under penalty of perjury”.
The right is reserved to reject any and allbids.
2.05 BIDDER'S BOND
All bids shall be presented under sealed cover, marked "BID" and shall be accompanied by cash, cashier's check, or bidder's bond, made payable to the City of Grover Beach for an amount equal to ten percent (10%) of the amount of said base bid, and no bid shall be considered unless such cash, cashier's check, or bidder's bond is enclosed therewith.
2.06 RESPONSIBILITY OF BIDDERS
The City of Grover Beach reserves the right to be the sole judge as to the responsibility of any bidder to perform the Work under this Contract. Said City may reject the bid of any bidder for lack of financial ability or experience in performing the Work under this Contract. The Bidder’s attention is directed to the Notice to Bidders that identifies that any bidder may be required to furnish a sworn statement of their financial responsibility, technical ability, and experience.
2.07 RELIEF OF BIDDERS
Attention is directed to the requirements of Public Contracts Code Sections 5100 et seq. concerning relief of bidders, including but not limited to the requirement that if the bidder seeks relief based on a mistake in its bid, the bidder shall give the City written notice within five (5) working days after the opening of the bids of the alleged mistake, specifying in the notice in detail how the mistake occurred.
2.08 BID PROTESTS
Bid protests are to be hand-delivered to the City at the City of Grover Beach Department of Public Works, 154 S. 8th Street, Grover Beach, CA 93433; or they may be e-mailed to [email protected].
Any bid protest must be delivered or e-mailed by 5:00 p.m. on the 5th working day after the opening and announcement of the bids.
2.09 ESCROW BID DOCUMENTS
Documents from the two low bidders are required for projects over $1,000,000 and must include all of the quantity take-offs, calculations, quotes, notes, letters, emails, marked up plan sheets, reports, and all other information committed to hard copy or electronic media that a bidder used to determine the bid price: collectively the ‘Escrow Bid Documents’.
The two low bidders shall submit to the City additional financial information, including the Escrow Bid Documents, within five (5) working days after the deadline to submit bids. The documents shall include one (1) copy of all documentary information generated in preparation of bid prices for this project, as described in Paragraph seven of this section (2.09). The Escrow Bid Documents of the successful bidder will be held by the City in escrow for the duration of the contract.
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The successful bidder agrees, as a condition of award of the contract, that the Escrow Bid Documents constitute all the information used in the preparation of its bid, and that no other bid preparation information will be considered in resolving disputes or claims. The successful bidder also agrees that nothing in the Escrow Bid Documents will change or modify the terms or conditions of the contract documents.
The Escrow Bid Documents are, and will always remain, the property of the Bidder or Contractor, subject to joint review by the City or Engineer and the Bidder or Contractor, as provided herein.
The City stipulates and expressly acknowledges that the Escrow Bid Documents, as defined herein, are intended to constitute proprietary information. This acknowledgement is based on the City's express understanding that the information contained in the Escrow Bid Documents is not known outside bidder's business, is known only to a limited extent and only by a limited number of employees of the bidder, is safeguarded while in bidder's possession, is extremely valuable to bidder and could be extremely valuable to bidder's competitors by virtue of it reflecting bidder's contemplated techniques of construction. The City further acknowledges that bidder expended substantial sums of money in developing the information included in the Escrow Bid Documents and further acknowledges that it would be difficult for a competitor to replicate the information contained therein. The City further acknowledges that the Escrow Bid Documents and the information contained therein are made available to City only because such action is an express prerequisite to award of the contract. The City further acknowledges that the Escrow Bid Documents include a compilation of information used in bidder's business, intended to give bidder an opportunity to obtain an advantage over competitors who do not know of or use the contents of the documentation. The City further agrees to safeguard the Escrow Bid Documents, and all information contained therein, against disclosure to the fullest extent permitted by law.
Escrow Bid Documents will be used to assist in the negotiation of price adjustments, supplemental agreements, and contract modifications and in the settlement of disputes and claims. They will not be used for pre-award evaluation of the bidder’s anticipated methods of construction or to assess the bidder’s qualifications for performing the Work.
Bidders may submit Escrow Bid Documents in their usual cost- estimating format; a standard format is not required. It is not the intention of this specification to cause the bidder extra work during the preparation of the bid, but to ensure that the Escrow Bid Documents will be adequate to enable complete understanding and proper interpretation for their intended use. The Escrow Bid Documents shall be submitted in the English language.
It is required that the Escrow Bid Documents clearly itemize the estimated costs of performing the Work of each bid item contained in the bid schedule. Bid items should be separated into sub-items as required to present a detailed cost estimate and allow a detailed cost review. The Escrow Bid Documents shall include all quantity takeoffs, estimates of crews, and equipment, calculations of rates of production and progress, copies of quotes from subcontractors and suppliers, and memoranda, narratives, add/deduct sheets, and all other information used by the bidder to arrive at the prices contained in the bid. Estimated costs should be broken down into the bidder's usual estimate categories such as direct labor, repair labor, equipment ownership and operation, expendable materials, permanent materials and subcontract costs as appropriate. Plant and equipment and indirect costs should be detailed in the bidder's usual format. The bidder’s allocation of plant and equipment, indirect costs, contingencies, markup and other items to each bid item shall be included.
All costs shall be identified. For bid items amounting to less than $10,000, estimated unit costs are acceptable without a detailed cost estimate, provided that labor, equipment, materials and subcontracts, as applicable, are included and provided that indirect costs, contingencies and markup, as applicable, are allocated.
Bid documents provided by the City should not be included in the Escrow Bid Documents unless needed to comply with the requirements herein.
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The Escrow Bid Documents shall be submitted to the City by the two low bidders in container(s) within five (5) working days after the deadline for submittal of bids. The container shall be clearly marked on the outside with the bidder's name, date of submittal, project name, contract number, project number, and the words "Escrow Bid Documents". After inspection by the City’s representative, the box will be sealed.
The documents can be scanned and submitted on a thumb drive or submitted on paper, or a combination of the two types. Sealed container(s) shall consist of boxes in the following standard sizes:
Standard Cube (LL) 15”x12”x10”; Letter Banker 24”x12”x10”; or Legal Banker: 24”x15”x10” for hard copy submittals.
The Escrow Bid Documents shall be accompanied with a certification signed by an individual authorized by the bidder to execute the Bid Form, stating that the material in the Escrow Bid Documents constitutes all the documentary information used in preparation of the bid and that the bidder has personally examined the contents of the Escrow Bid Documents container and has found that the documents in the container are complete.
The Escrow Bid Documents of the apparent successful bidder will be examined, organized, and inventoried by the Engineer, together with members of the bidder's staff who are knowledgeable in how the bid was prepared. This examination is to ensure that the Escrow Bid Documents are legible and complete. It will not include review of, and will not constitute acceptance of proposed construction methods, estimating assumptions, or interpretations of contract documents. Examination will not alter any condition or term of the contract.
If all the documentation required as indicated above has not been included in the original submittal, additional documentation may be required, at the City’s discretion, prior to award of the contract. The detailed breakdown of estimated costs shall be reconciled and revised, if appropriate, by agreement between the bidder and the City before making the award. Once it has been determined that all of the documentation has been included, the box will be sealed. The Contractor can choose to provide tamper proof tape, or security tape. Otherwise, the box will be sealed, and the tape will be signed. The Escrow Bid Documents will be placed in storage at City Hall.
If the contract is not awarded to the apparent successful bidder, the Escrow Bid Documents of the bidder next to be considered for award shall be processed as described.
Timely submission of complete Escrow Bid Documents is an essential element of the bidder's responsibility and a prerequisite to a contract award. Failure to provide the Escrow Bid Documents will be sufficient cause for the City to reject the bid.
Escrow Bid Documents submitted by unsuccessful bidders will be returned unopened, unless opened as provided above, following award of the contract. Unsuccessful bidders shall pick up the Escrow Bid Documents from the City 14 days of written notice.
If any bid is based upon subcontracting any part of the Work, each subcontractor whose total subcontract price was proposed by the bidder shall provide separate Escrow Documents to be included with those of the bidder. Such documents shall be opened and examined in the same manner at the same time as the examination described above for the apparent successful bidder.
If the Contractor wishes to subcontract any portion of the Work after award, the City retains the right to require the Contractor to submit Escrow Documents from the subcontractor before the subcontract is accepted.
The Escrow Bid Documents will be examined by both the City and the Contractor, at any time deemed necessary by the Director, unless the Contractor waives the right to be present by failing to appear at the designated time and place. Examination of the Escrow Bid Documents is subject to the following
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conditions:
(a) As trade secrets, the Escrow Bid Documents are intended to constitute proprietary and confidential material as described in Paragraphs four and five of this section (2.09). (b) The City and the Contractor shall each designate, in writing to the other party and within ten days after execution of the contract, representatives who are authorized to examine the Escrow Bid Documents. No other person shall have access to the Escrow Bid Documents.
(c) Access to the Escrow Bid Documents may take place only in the presence of duly designated representatives of both the City and the Contractor, unless the Contractor waives its right to be present by failing to appear at the designated date and time at which the Escrow Bid Documents will be examined.
(d) The City will provide 48 hours’ notice before opening or examining the bid documents.
If the Contractor does not respond or does not send a representative, the City will examine the documents without the Contractor being present.
The Escrow Bid Documents will be returned to the Contractor at such time as the contract has been completed, all claims have been resolved, and final payment has been accepted by the Contractor. The Contractor shall pick up the Escrow Bid Documents from the City within 14 days of written notice.
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SECTION 3. AWARD AND EXECUTION OF CONTRACT
3.01 GENERAL
The Bidder's attention is directed to the provisions in Section 3, “Contract Award and Execution," of the Standard Specifications and these Special Provisions for the requirements and conditions concerning award and execution of Contract.
3.02 AWARD OF CONTRACT
The award of the Contract, if it be awarded, will be to the lowest responsive and responsible bidder whose bid complies with all the requirements prescribed. See Bid Form for details.
3.03 EXECUTION OF CONTRACT
The Contract shall be executed by the successful bidder and shall be returned, together with the Guaranty, the payment and performance bonds, and the insurance certificate(s) and endorsement(s) to the City within TEN (10) business days, not including Saturdays, Sundays and legal holidays, after the successful bidder has received the Contract for execution. Failure to do so shall be just cause for forfeiture of the successful bidder’s bond. The executed contract documents shall be delivered to the following address:
City of Grover Beach Department of Public Works
154 S. 8th Street
Grover Beach, CA 93433
3.04 CONTRACT BONDS
3.04-A PERFORMANCE BOND. The Contractor shall furnish a surety bond as security for the faithful performance of this Contract by the Contractor in an amount equal to one hundred percent (100%) of the Contract price.
3.04-B PAYMENT BOND. The Contractor shall furnish a surety bond as security for the payment of the claims of laborers, mechanics or materialmen employed on the Work under the Contract and shall contain all the provisions required by law, in the amount of one hundred percent (100%) of the Contract price.
3.05 CITY BUSINESS TAX CERTIFICATE AND ENCROACHMENT PERMIT The Contractor and all subcontractors shall obtain a City of Grover Beach Business Tax Certificate and pay all related fees. The Contractor will also be required to obtain an encroachment permit from the City but fees will be waived.
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SECTION 4. BEGINNING OF WORK, TIME OF COMPLETION,
LIQUIDATED DAMAGES, HOURS OF WORK, NIGHT WORK,
AND SCHEDULED SUSPENSION
Attention is directed to the provisions in Section 8-1.04, "Start of Job Site Activities," Section 8-1.05, "Time," Section 8-1.06, “Suspensions,” and Section 8-1.10, "Liquidated Damages," of the Standard Specifications and these Special Provisions.
A Preconstruction Conference (reference: Standard Specification 8-1.03) will be required not less than seven (7) days prior to any construction. This meeting will include the City of Grover Beach, the City’s Authorized Agents (when applicable, the project management, construction management, and/or design engineering), the Contractor, and necessary subcontractors. Utility companies who have assets within the work zone will be invited to this conference meeting.
The Contractor shall submit in accordance with Standard Specification 5-1.23 to the Engineer the following required submittals at or before the Pre-Construction Conference meeting:
Baseline Construction Schedule
Water Pollution Control Plan
Traffic Control Plan
These submittals will be reviewed and processed by the Engineer per the referenced Standard Specification.
The City will prepare conformed contract documents by incorporating bid addenda into the bidding documents. The City will provide the Contractor with three (3) full-size prints of the conformed Plans and three (3) complete Specification books. Additional quantities of the contract document plans and/or Specifications can be furnished by the City at reproduction cost. Softcopies of these documents in PDF format are available from the Engineer upon the Contractor’s submittal of a Request for Information (RFI).
The Contractor shall begin Work within THIRTY (30) calendar days after the Contract has been awarded by the City Council. The City may issue a Notice to Proceed that reflects this deadline for commencing the Work.
The Work shall be diligently prosecuted to completion before the expiration of ONE HUNDRED AND THIRTY (130) working days beginning on the 30th calendar day after approval of the Contract. The City may issue a Notice to Proceed that reflects this duration for Contract time.
Liquidated delay damages for the City based on Contractor’s failure to achieve Completion within the above number of working days shall be $2,800 per calendar day, and they shall accrue automatically. as provided in the Special Provisions.
Hours of work shall be 7:00 a.m. to 5:00 p.m. on working days unless night work is approved by the City Engineer in writing.
Night work may be allowed between the hours of 10:00 p.m. and 6:00 a.m. when approved in writing by the City Engineer. Requests for night work shall be submitted to the Engineer no later than 96-hours before the date of the night work starts. No additional compensation will be allowed for night work.
Scheduled suspension of the work shall occur during the time(s) identified below, and the Contractor shall provide for a smooth and unobstructed passageway through the work during the suspension, said passageway shall be included within the cost of the project. Scheduled Suspension Dates: NONE
Refer to Standard Specifications 8-1.06, “Suspensions” for other related suspensions.
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SECTION 5. GENERAL
5.01 SUBCONTRACTING AND SUPERINTENDENCE
Attention is directed to Section 5-1.13, "Subcontracting," Section 7-1.07, "Legal Actions Against the Department," and Section 5-1.16, "Representative," of the Standard Specifications and these Special Provisions.
The Contractor shall give his personal attention to the fulfillment of the Contract and shall keep the Work under his control. No subcontractor will be recognized as such, and all persons engaged in the Work of construction will be considered as employees of the Contractor.
The "List of Subcontractors," which is part of the proposal, shall be completed listing all subcontractors who will perform any of the Work under this Contract.
Attention is directed to the requirement in said Section 5-1.16, “Representative,” that the Contractor designate in writing an authorized representative with authority to act for the Contractor and that said representative shall be present at the site of the Work while work is in progress.
5.02 LEGAL ACTIONS AGAINST THE CITY
Attention is directed to Section 7-1.07, "Legal Actions Against the Department," of the Standard Specifications for the requirements should litigation be brought against the City concerning compliance by the City with STATE or Federal laws, rules or regulations applicable to the Work.
5.03 AUTHORITY OF THE ENGINEER
In accordance with Section 5-1.03, "Engineer’s Authority," of the Standard Specifications, the Engineer shall decide all questions regarding the Work and shall have authority to enforce and make effective his decisions.
5.04 INSPECTION
The Contractor's attention is directed to Section 5, "Control of Work," of the Standard Specifications and these Special Provisions.
Should the Contractor desire to work on a Saturday, a Sunday or a designated holiday, or between the hours of 5:00 p.m. and 7:00 a.m., then issue a written submittal to the Engineer of the intent to do so at least five (5) calendar days prior to commencing said work. Should the Contractor perform any work in violation of this paragraph, the work shall be uncovered, exposed, tested and measured at the expense of the Contractor to the extent required by the Engineer in order to ascertain conformance with the plans and specifications. Any of said work which cannot be properly inspected for conformance will be rejected.
Designated legal holidays are: January 1st, Martin Luther King’s Birthday, the second and third Monday in February, the last Monday in May, Independence Day, the first Monday in September, Indigenous Peoples day, Veteran’s Day, Thanksgiving Day, the day after Thanksgiving Day and December 24th and 25th, and December 31st. When a designated legal holiday falls on a Saturday or a Sunday, the preceding Friday or the following Monday, respectively, shall be a designated legal holiday.
5.05 VALUE ENGINEERING
Attention is directed to Section 4-1.07, “Value Engineering,” of the Standard Specifications.
5.06 EXCAVATION SAFETY PLANS AND PERMIT
Attention is directed to the provisions in Sections 6500 through 6509 and Section 6705 of the STATE LABOR CODE and in Section 7-1.02K(6)(b), “Excavation Safety,” of the Standard Specifications. Prior to constructing trenches or excavations five feet (5’) or more in depth, the Contractor shall obtain a permit from the STATE OF CALIFORNIA, Division of Industrial Safety, as required by said Section 6500.
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Full compensation for complying with this section shall be considered as included in the Contract prices paid for the items of Work to which said plans and permit relate and no separate payment will be made therefore.
5.07 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE
Attention is directed to Section 5-1.36, "Property and Facility Preservation," of the Standard Specifications and these Special Provisions.
The Contractor shall be responsible for any liability imposed by law and by the Standard Specifications.
The Contractor shall protect existing improvements, adjacent property and roadside trees and shrubs, and shall erect tree protection fencing as directed.
The City does not anticipate any work in private property. If the contractor needs access to private property in order to do the work, the contractor must notify the City as soon as possible. The City will work with the property owner(s) to obtain a Temporary Construction Easement (TCE) at the addresses identified by the Contractor to allow access to the private property for the work to be done. The Contractor is not authorized to access the private property(ies) until the TCE has been fully executed and a copy distributed to the Contractor. The Contractor shall coordinate with the ENGINEER regarding the TCE’s.
5.08 INDEMNIFICATION AND INSURANCE
5.08-A INDEMNIFICATION. Contractor shall indemnify, defend with legal counsel approved by City, and hold harmless the City of Grover Beach, and all officers, officials, employees, authorized agents, and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with Contractor's negligence, recklessness or willful misconduct in the performance of work hereunder or its failure to comply with any of its obligations contained in this Contract, except such loss or damage which is caused by the sole or active negligence or willful misconduct of the City. Should conflict of interest principles preclude a single legal counsel from representing both City and Contractor, or should City otherwise find Contractor’s legal counsel unacceptable, then Contractor shall reimburse the City its costs of defense, including without limitation reasonable legal counsels fees, expert fees and all other costs and fees of litigation. The Contractor shall promptly pay any final judgment rendered against the City (and its officers, officials, employees, authorized agents, and volunteers) with respect to claims determined by a trier of fact to have been the result of the Contractor’s negligent, reckless or wrongful performance. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Contract.
Contractor obligations under this section apply regardless of whether or not such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee; however, without affecting the rights of City under any provision of this Contract, Contractor shall not be required to indemnify and hold harmless City for liability attributable to the active negligence of City, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In instances where City is shown to have been actively negligent and where City active negligence accounts for only a percentage of the liability involved, the obligation of Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of City.
The duty of the Contractor to indemnify and save harmless includes the duties to defend as set forth in Section 2778 of the CIVIL CODE.
5.08-B LIABILITY INSURANCE. The provisions of said Section 7-1.05 “Indemnification,” of the Standard Specifications regarding the retention of funds to cover claims or suits for damages shall not apply.
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Prior to the beginning of and throughout the duration of the Work, Contractor and its subcontractors shall maintain insurance in conformance with the requirements set forth below. Contractor will use existing coverage to comply with these requirements. If that existing coverage does not meet the requirements set forth herein, Contractor agrees to amend, supplement or endorse the existing coverage to do so.
Contractor acknowledges that the insurance coverage and policy limits set forth in this section constitute the minimum amount of coverage required. Any insurance proceeds available to Contractor or its subcontractors in excess of the limits and coverage identified in this Contract and which is applicable to a given loss, claim or demand, will be equally available to City.
Contractor shall provide the following types and amounts of insurance:
Without limiting Contractor’s indemnification of City, and prior to commencement of Work, Contractor shall obtain, provide and maintain at its own expense during the term of this Contract, policies of insurance of the type and amounts described below and in a form satisfactory to City.
General liability insurance. 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 $1,000,000 per occurrence, $2,000,000 general aggregate, for bodily injury, personal injury, and property damage, and a $2,000,000 completed operations aggregate. The policy must include contractual liability that has not been amended. Any endorsement restricting standard ISO “insured contract” language will not be accepted.
Automobile liability insurance. Contractor shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of the Contractor arising out of or in connection with Work to be performed under this Contract, including coverage for any owned, hired, non-owned or rented vehicles, in an amount not less than $1,000,000 combined single limit for each accident.
Workers’ compensation insurance. Contractor shall maintain Workers’ Compensation Insurance (Statutory Limits) and Employer’s Liability Insurance (with limits of at least $1,000,000) for Contractor’s employees in accordance with the laws of the State of California, Section 3700 of the Labor Code. In addition, Contractor shall require each subcontractor to similarly maintain Workers’ Compensation Insurance and Employer’s Liability Insurance in accordance with the laws of the State of California, Section 3700 for all of the subcontractor’s employees.
Contractor shall submit to City, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of City, its officers, authorized agents, employees, and volunteers.
Pollution liability insurance. Environmental Impairment Liability Insurance shall be written on a Contractor’s Pollution Liability form or other form acceptable to City providing coverage for liability arising out of sudden, accidental and gradual pollution and remediation. The policy limit shall be no less than $1,000,000 dollars per claim and in the aggregate. All activities contemplated in this Contract shall be specifically scheduled on the policy as “covered operations.” The policy shall provide coverage for the hauling of waste from the project site to the final disposal location, including non-owned disposal sites.
Products/completed operations coverage shall extend a minimum of three (3) years after project completion. Coverage shall be included on behalf of the insured for covered claims arising out of the actions of independent Contractors. If the insured is using subcontractors, the Policy must include work performed “by or on behalf” of the insured. Policy shall contain no language that would invalidate or remove the insurer’s duty to defend or indemnify for claims or suits expressly excluded from coverage.
Policy shall specifically provide for a duty to defend on the part of the insurer. The City, its officials, officers, authorized agents, and employees, shall be included as insureds under the policy.
Proof of insurance. Contractor shall provide certificates of insurance to City as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers’
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compensation. Insurance certificates and endorsements must be approved by City’s risk manager prior to commencement of performance. Current certification of insurance shall be kept on file with City at all times during the term of this Contract. City reserves the right to require complete, certified copies of all required insurance policies, at any time.
Duration of coverage. Contractor shall 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 hereunder by Contractor, his agents, representatives, employees or subcontractors. Contractor must maintain general liability and umbrella or excess liability insurance for as long as there is a statutory exposure to completed operations claims. City and its officers, officials, employees, and authorized agents shall continue as additional insureds under such policies.
Primary/noncontributing. Coverage provided by Contractor shall be primary and any insurance or selfinsurance procured or maintained by City shall not be required to contribute with it. The limits of insurance required herein may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and non-contributory basis for the benefit of City before the City’s own insurance or self-insurance shall be called upon to protect it as a named insured.
City’s rights of enforcement. In the event any policy of insurance required under this Contract does not comply with these requirements or is canceled and not replaced, City has the right but not the duty to obtain the insurance it deems necessary and any premium paid by City will be promptly reimbursed by Contractor or City will withhold amounts sufficient to pay premium from Contractor payments. In the alternative, City may cancel this Contract.
Acceptable insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance or is on the List of Approved Surplus Line Insurers in the State of California, with an assigned policyholders’ Rating of A- (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best’s Key Rating Guide, unless otherwise approved by the City’s risk manager.
Waiver of subrogation. All insurance coverage maintained or procured pursuant to this Contract shall be endorsed to waive subrogation against City, its elected or appointed officers, authorized agents, officials, employees, and volunteers or shall specifically allow Contractor or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. Contractor hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its subcontractors.
Enforcement of Contract provisions (non estoppel). Contractor acknowledges and agrees that any actual or alleged failure on the part of the City to inform Contractor of non-compliance with any requirement imposes no additional obligations on the City nor does it waive any rights hereunder.
Requirements not limiting. Requirements of specific coverage features or limits contained in this Section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Contractor maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for the higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.
Notice of cancellation. Contractor agrees to oblige its insurance agent or broker and insurers to provide to City with a thirty (30) day notice of cancellation (except for nonpayment for which a ten (10) day notice is required) or nonrenewal of coverage for each required coverage.
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Additional insured status. General liability policies shall provide or be endorsed to provide that City and its officers, officials, employees, authorized agents, and volunteers shall be additional insureds under such policies. This provision shall also apply to any excess/umbrella liability policies.
Prohibition of undisclosed coverage limitations. None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to City and approved of in writing.
Separation of insureds. A severability of interests provision must apply for all additional insureds ensuring that Contractor’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer’s limits of liability. The policy(ies) shall not contain any cross-liability exclusions.
Pass through clause. Contractor agrees to ensure that its sub-consultants, subcontractors, and any other party involved with the project who is brought onto or involved in the project by Contractor, provide the same minimum insurance coverage and endorsements required of Contractor. Contractor agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. Contractor agrees that upon request, all agreements with consultants, subcontractors, and others engaged in the project will be submitted to City for review.
City’s right to revise requirements. The City reserves the right at any time during the term of the Contract to change the amounts and types of insurance required by giving the Contractor a ninety (90) day advance written notice of such change. If such change results in substantial additional cost to the Contractor, the City and Contractor may renegotiate Contractor’s compensation.
Self-insured retentions. Any self-insured retentions must be declared to and approved by City. City reserves the right to require that self-insured retentions be eliminated, lowered, or replaced by a deductible. Self-insurance will not be considered to comply with these specifications unless approved by City.
Timely notice of claims. Contractor shall give City prompt and timely notice of claims made or suits instituted that arise out of or result from Contractor’s performance under this Contract, and that involve or may involve coverage under any of the required liability policies.
Additional insurance. Contractor shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgment may be necessary for its proper protection and prosecution of the Work.
5.09 LABOR
5.09-A GENERAL. Attention is directed to the provisions of Section 7, "Legal Relations and Responsibility," of the Standard Specifications regarding labor, to the California Labor Code, and to these Special Provisions.
5.09-B PREVAILING WAGE. Attention is directed to Section 7-1.02K(2), “Wages,” of the Standard Specifications and as stated in the Notice to Bidders and Agreement.
The Project is a public work, the Work shall be performed as a public work and under California Labor section Code 1770 et seq., the Director of Industrial Relations has determined the general prevailing rate of per diem wages and the general prevailing rate for holiday and overtime work in the locality in which the work is to be performed, for each craft, classification or type of worker needed to execute this Contract. The general prevailing wage rates determined by the Director of Industrial Relations are available at: http://www.dir.ca.gov/DLSR/PWD
Per diem wages shall be deemed to include employer payments for health and welfare, pension, vacation, apprenticeship or other training programs, and similar purposes. The rate of prevailing wage
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for any craft, classification or type of workmanship to be employed on this Project is the rate established by the applicable collective bargaining agreement which rate so provided is hereby adopted by reference and shall be effective for the life of this Agreement or until the Director of the Department of Industrial Relations determines that another rate be adopted. It shall be mandatory upon the Contractor and on any subcontractor to pay not less than the said specified rates to all workers employed in the execution of this Agreement. Contractor shall post on site all required job site notices as prescribed by regulation.
The Contractor and any subcontractor under the Contractor as a penalty to the City shall forfeit not more than Two Hundred Dollars ($200.00) for each calendar day or portion thereof for each worker paid less than the stipulated prevailing rates for such work or craft in which such worker is employed. The difference between such stipulated prevailing wage rates and the amount paid to each worker for each calendar day or portion thereof for which each worker was paid less than the stipulated prevailing wage rate shall be paid to each worker by the Contractor.
Pursuant to Labor Code section 1776, the Contractor and each subcontractor shall keep or cause to be kept an accurate record of performance of the Work showing the names, addresses, social security numbers, work classification, straight time and overtime hours worked and occupations of all laborers, workers and mechanics employed by them in connection with the performance of this Contract or any subcontract thereunder, and showing also the actual per diem wage paid to each of such workers, which records shall be open at all reasonable hours to inspection by the City, its officers and agents and to the representatives of the Division of Labor Standards Enforcement of the State Department of Industrial Relations. Contractor and subcontractors shall comply with Labor Code section 1776.
5.09-C LABOR DISCRIMINATION. Attention is directed to Section 1735 of the Labor Code.
5.09-D DEPARTMENT OF INDUSTRIAL RELATIONS – COMPLIANCE MONITORING AND REGISTRATION. Public works projects shall be subject to compliance monitoring and enforcement by the Department of Industrial Relations. The Owner shall not enter into any contract without proof of the Contractor’s current registration to perform public work under Labor Code section 1725.5. The Contractor shall not enter into any subcontract without proof of the subcontractor’s current registration to perform public work under Labor Code section 1725.5. For all projects over Twenty-Five Thousand Dollars ($25,000), a contractor or subcontractor shall not be qualified to enter into, or engage in the performance of, any contract of public work (as defined by Division 2, Part 7, Chapter 1 (§§1720 et seq.) of the Labor Code) unless currently registered and qualified under Labor Code section 1725.5 to perform public work.
5.09-E WORKING HOURS. In accordance with the provisions of California Labor Code sections 1810 to 1815, inclusive, the time of service of any worker employed by the Contractor or a subcontractor doing or contracting to do any part of the work contemplated by this Agreement is limited and restricted to eight hours during any one calendar day and forty hours during any one calendar week, provided, that work may be performed by such employee in excess of said eight hours per day or forty hours per week provided that compensation for all hours worked in excess of eight hours per day, and forty hours per week, is paid at a rate not less than one and one-half (1½) times the basic rate of pay. The Contractor and every subcontractor shall keep an accurate record showing the name of and the actual hours worked each calendar day and each calendar week by each worker employed by them in connection with the work. The records shall be kept open at all reasonable hours to inspection by representatives of the Owner and the Division of Labor Law Enforcement. The Contractor shall as a penalty to the Owner forfeit Twenty-five Dollars ($25.00) for each worker employed in the execution of this Agreement by the Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than eight hours in any one calendar day, and forty hours in any one calendar week, except as herein provided.
5.09-F APPRENTICES. The Contractor agrees to comply with Chapter 1, Part 7, Division 2, sections 1777.5 and 1777.6 of the California Labor Code, which are hereby incorporated and made a part hereof.
These sections require that contractors and subcontractors employ apprentices in apprenticeable
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occupations in a ratio of not less than one hour of apprentice’s work for each five hours of work performed by a journeyman (unless an exemption is granted in accordance with section 1777.5) and that contractors and subcontractors shall not discriminate among otherwise qualified employees as indentured apprentices on any public works solely on the ground of sex, race, religious creed, national origin, ancestry or color. Only apprentices as defined in Labor Code section 3077, who are in training under apprenticeship standards and who have signed written apprentice agreements, will be employed on public works in apprenticeable occupations. The responsibility for compliance with these provisions is fixed with the Contractor for all apprenticeable occupations.
5.10 NOISE CONTROL
The Contractor's attention is directed to Section 14-8.02, "Noise Control," of the Standard Specifications and to these Special Provisions.
The noise level from the Contractor's operations, between the hours of 7:00 a.m. and 7:00 p.m., shall not exceed 86dB(A) at a distance of fifty feet (50'). This requirement in no way relieves the Contractor from responsibility for complying with local ordinances regulating noise level.
Said noise level requirement shall apply to all equipment on the job or related to the job, including, but not limited to trucks, transit mixers or transit equipment that may or may not be owned by the Contractor.
The use of loud sound signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel.
Full compensation for conforming to the requirements of this section shall be considered as included in the Contract prices paid for the various items of Work involved and no additional compensation will be allowed therefore.
5.11 PROJECT APPEARANCE
The Contractor shall maintain a neat appearance to the Work. In any area visible to the public, the following shall apply.
When practicable, broken concrete and debris developed during clearing and grubbing shall be disposed of concurrently with its removal. If stockpiling is necessary, the material shall be removed or disposed of weekly.
The Contractor shall furnish trash bins for all debris from structure construction. All debris shall be placed in trash bins daily. Forms or falsework that are to be reused shall be stacked neatly concurrently with their removal. Forms and falsework that are not to be reused shall be disposed of concurrently with their removal.
Equipment for use on the project shall be stored on side streets away from business frontages and shall be removed and stored at the Contractor’s own yard if not in use for more than five working days. The Contractor may secure a staging area on private property if the Contractor makes arrangements to secure access to private property for staging during the Work. Note, the use of private property will require obtaining a Temporary Use Permit from the City. It is recommended to avoid using any private property west of Highway 1.
Full compensation for conforming to the provisions in this section, not otherwise provided for, shall be considered as included in the Contract prices paid for the various items of Work involved and no additional compensation will be allowed therefore.
5.12 GUARANTY AND BONDS
A material guaranty for a period of twelve (12) months from the date of Contract acceptance as notified in writing by the DIRECTOR for all the items of Work as designated in the Engineer's Estimate will be required prior to commencement of the Work and shall conform to the provisions in Section 6-3.06, "Guarantee," of the Standard Specifications. A guaranty form for this purpose is included in the bid package documents.
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Full compensation for furnishing the guaranty and bonds will be considered as included in the Contract price and no additional compensation will be allowed therefore.
5.13 SUBCONTRACTING
No subcontract releases the Contractor from the Contract or relieves the Contractor of their responsibility for a subcontractor's work.
If the Contractor violates Public Contract Code Section 4100 et seq., the City of Grover Beach may exercise the remedies provided under Public Contract Code Section 4110. The City of Grover Beach may refer the violation to the Contractors State License Board as provided under Public Contract Code Section 4111.
The Contractor shall perform work equaling at least 30 percent of the value of the original total bid with the Contractor’s own employees and equipment, owned or rented, with or without operators.
Each subcontract must comply with the Contract.
Each subcontractor must have an active and valid State contractor's license with a classification appropriate for the work to be performed (Business and Professions Code, Section 7000 et seq.).
Each subcontractor must have an active and valid California Department of Industrial Relations (DIR) Registration number appropriate for the work to be performed.
Submit copies of subcontracts upon request by the Engineer.
Before subcontracted work starts, submit a Subcontracting Request form.
Do not use a debarred contractor; a current list of debarred contractors is available at the Department of Industrial Relations' Web site.
Upon request by the Engineer, immediately remove and not again use a subcontractor who fails to prosecute the Work satisfactorily.
Each subcontract and any lower tier subcontract that may in turn be made shall include the "Required Contract Provisions Federal-Aid Construction Contracts" in Section 7-11.1 of the Standard Specifications.
Noncompliance shall be corrected. Payment for subcontracted work involved will be withheld from progress payments due, or to become due, until correction is made. Failure to comply may result in termination of the Contract.
5.14 TRAFFIC CONTROL PLAN
Attention is directed to the provisions in Section 7-1.03, "Public Convenience," of the Standard Specifications and these special provisions. One lane of traffic in each direction shall be open at all times during the Work except for very short periods when needed to move equipment or materials. Side streets may be closed upon City Engineer approval of a traffic control plan prepared by the Contractor.
Full road closures for any extended period of time will only be approved after City Engineer approval of a traffic control detour plan prepared by the Contractor.
If at any time during the Work or during any scheduled delays the Contractor fails to maintain traffic control signs and delineators, the City may contract directly for the work and all costs including 15% administrative fees will be deducted from payment due the Contractor.
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5.15 PUBLIC CONVENIENCE
Attention is directed to the provisions in Section 7-1.03, "Public Convenience," of the Standard Specifications and these Special Provisions.
The Contractor shall schedule and conduct his work so as to limit inconvenience to businesses located in or near the Work zone. Access to businesses shall be available at all times unless otherwise approved by the City Engineer. On-street parking shall be opened to the public when not in conflict with the day’s scheduled work. Public traffic shall be permitted to pass through the Work at all times during construction unless otherwise approved by the City Engineer. During nights, weekends or other times when the Contractor is not on site working and when traffic is routed on a travel area next to a drop off of more than 1-inch the Contractor shall backfill the adjacent excavation with compacted base material to within 1-inch of the traveled way surface a minimum of 3-feet outside of the traveled way and shall maintain delineators at the edge of the traveled way. Minimum traveled way shall be 11-feet. Upon approval by the City Engineer, traffic may be routed onto compacted base. The Contractor shall provide reduced speed signs, shall inspect the traveled way twice daily and shall water and maintain the base free of ruts and depressions.
The Contractor shall prepare 3-feet x 3-feet signs, reflective blue letters on white background indicating that businesses are open during construction. One sign shall be placed in each direction ahead of the Work on temporary barricades or sign posts installed and maintained by the Contractor.
The Contractor shall provide changeable message signs in each direction ahead of the Work beginning 10 days prior to construction and continuing for 30-calendar days while the work is in progress. The message indication shall include “Roadwork, Expect Delays” and the duration of the Work.
The Contractor shall inspect and maintain all construction signs and delineators twice daily during the closures or suspension identified above.
Full compensation for public convenience will be considered as included in the Contract price or prices paid for the items of Work involved and no additional compensation will be allowed therefore.
5.16 FACILITIES (UNDERGROUND AND/OR ABOVEGROUND)
The information and data shown or indicated in the contract documents with respect to existing underground and/or aboveground facilities at or contiguous to the site is based on information and data furnished by the owners of such underground and/or aboveground facilities, including the City, or by others. Unless it is otherwise expressly provided in the Special Provisions:
x City shall not be responsible for the accuracy or completeness of any such information or data; and
x The cost of all of the following shall be included in the Contract price paid for various items of Work involved and no separate additional payment will be made therefore and the Contractor shall have full responsibility for:
o Reviewing and checking all such information and data; o Locating via potholing all underground facilities shown or indicated in the contract documents. Contractor shall determine the location and depth of all utilities via potholing, including service connections, which have been marked by the respective utility owners and which may affect or be affected by the Contractor’s operations. Full compensation for such Work shall be considered as included in Contract price; o Coordination with all utility service providers for Work affecting their facilities; and o The safety and protection of all such underground and/or aboveground facilities and repairing any damage thereto resulting from the Work.
x If an underground facility is uncovered or revealed at or contiguous to the site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the contract documents, Contractor shall, promptly, but in no case more than five (5) Days after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency), identify the owner of such underground facility
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and give written notice to that owner and to City. City will promptly review the underground facility and determine the extent, if any, to which a change is required in the contract documents to reflect and document the consequences of the existence or location of the underground facility. During such time, the Contractor shall be responsible for the safety and protection of such underground facility.
The Contractor shall review the pothole data they collect and determine the proper methods to achieve required compaction over utility lines without damaging the existing facilities.
The Contractor shall review the pothole data they collect prior to purchasing any and all valves, couplings, fittings, restraints, or any other components and appurtenances necessary for connections to existing utilities. The Contractor shall expect to work with various existing pipe materials, including but not necessarily limited to steel, asbestos cement, ductile iron, and PVC; therefore, the potholing information needed to be collected shall include any and all dimensions necessary for the successful and water-tight connection with the existing facilities. All potholing data shall be collected a minimum of fifteen (15) working days before the utility improvement work is scheduled to be performed to allow sufficient time for the Contractor’s parts to be ordered and delivered. Furthermore, the minimum of fifteen (15) working days is necessary to accommodate any redesign effort by the City should differing site conditions of underground facilities be encountered. Full compensation for such Work shall be considered as included in Contractor’s Bid price.
When underground utility work is part of this Contract, then the Contractor shall review the pothole data prior to purchasing any fittings, restraints, or other components necessary for connections to existing utilities.
The following is contact information for utility companies having infrastructure within the City is provided as reference to the Contractor.
Utility Company Contact Name e-mail
Phone (805)
Area Code Address
Electrical PG&E Denise Clarke [email protected] 805-546-5272 4325 S. Higuera SLO, 93401
Phone AT&T Neil Zakaria [email protected] 805-546-7012 196 Suburban Rd SLO, 93401
Fiber/Phone Charter Tim Lindsay [email protected] 805-544-1962, X 3353
7555 San Luis Ave
Atascadero, CA 93422
Fiber Astound Shawn Thomas [email protected] 805-548-8070 711 Tank Farm Rd #210 San Luis Obispo, CA
93401
Fiber RTI Cable Chris Brungardt [email protected] 916-949-9141 Oil Phillips 66 Leo Martinez [email protected] 805-226-2656 1232 Park St, Ste 300 Paso Robles, 93446
Gas So Cal Gas Scott Hale [email protected] 805-681-7939 750 Industrial Way SLO, 93401
Water/Sewer Grover Beach Public Works
Department
[email protected] 805-473-4530 154 S. 8th St
Grover Beach, 93433
5.17 ORDER OF WORK
The Contractor shall arrange his work order and schedule to provide the least possible disruption to business and on-street parking access.
5.18 DIFFERING SITE CONDITIONS
5.18-A CONTRACTOR'S NOTIFICATION. Contractor shall promptly notify the City’s Engineer if either of the following conditions are found:
1. Physical conditions differing materially from either of the following:
x Contract documents
x Job site examination
2. Physical conditions of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in the Work provided for in the Contract.
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Contractor shall provide in writing details explaining the information relied upon and the material differences discovered.
If Contractor fails to promptly notify the Engineer, then Contractor waives the differing site condition claim for the period between the discovery of the differing site condition and when notification was provided to the Engineer.
If Contractor disturbs the site after discovery and before the Engineer's investigation, the Contractor waives the differing site condition claim.
5.18-B ENGINEER'S INVESTIGATION AND DECISION. Upon Contractor’s notification, the Engineer investigates job site conditions and:
1. Notifies the Contractor whether to resume affected work.
2. Decides whether the condition differs materially and is cause for an adjustment of Contract time, Contract price, or both.
5.19 COOPERATION
Should construction be underway by the City, other agencies, utility providers, or other contractors within or adjacent to the limits of Work specified or should work of any other nature be underway by other forces within or adjacent to said limits, then Contractor shall cooperate with all such other contractors or other forces to the end that any delay or hindrance to their work will be avoided. The City reserves the right to perform other or additional work at or near the site at any time, by the use of other forces.
When necessary, Contractor shall so conduct operations as to permit access to the site and provide time for utility work to be accomplished during normal work hours during the progress of the Work.
During the progress of the Work under this Contract, these projects may be in progress within or near the Work area of this Contract.
Responsible Party Location Type of Work Contact Information Coastal Community
Builders
N. 2nd - Grand to Ramona Private
Development
Jackson Wheeler
5.20 COMPLETION OF THE WORK OF IMPROVEMENTS
Upon completion of the work of improvements, including final cleanup, punch list work, other corrective work, and all contractual obligations, the Contractor shall submit a signed written affidavit that states (A) that completion of the Work has occurred, (B) the date of such completion, and (C) that the Project’s Work is ready for final inspection. Within 30 calendar days after receipt of the signed written affidavit, the Engineer will inspect the work and will either (1) reject the affidavit’s recommendation of the date of completion of the work of improvements and that the work zone is ready for final inspection and Contract acceptance, specifying the defective and/or incomplete portions of the work, or (2) accept the affidavit and state the date of actual completion. The Engineer may elect to submit a request to the City for acceptance by the City Council. The City may elect to record a notice of completion with the County.
If the Engineer rejects the signed written affidavit that the completion of the work of improvements has occurred, then the Contractor shall promptly remedy the defective and/or incomplete portions of the work.
Thereafter, the Contractor shall give the Engineer a revised written signed affidavit that the completion of the work of improvements has occurred and a new date based on when the defective and/or incomplete portions of the work were corrected. The foregoing procedure shall apply successively thereafter until the Engineer accepts the affidavit and requests to the City for the Director’s written notice of Contract acceptance and establish the Contract acceptance date.
5.21 THIRD-PARTY CLAIM
The City shall give Contractor timely notice of any third-party claim related to the Contract.
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5.22 TRENCHING
Pursuant to Public Contract Code section 7104, when any excavation or trenching extends greater than four feet below the surface:
The Contractor shall promptly, and before the following conditions are disturbed, notify the City, in writing, if any:
(1) Material that the Contractor believes may be material that is hazardous waste, as defined in California Health and Safety Code section 25117, which is required to be removed to a Class I, Class II, or Class III disposal site in accordance with the provisions of existing law. (2) Subsurface or latent physical conditions at the site differing from those indicated by information about the site made available to bidders prior to the deadline for submitting bids. (3) Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents.
The City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in the Contractor’s cost of, or the time required for, performance of any part of the work shall issue a change order under the procedures described in the Contract Documents.
In the event that a dispute arises between the City and the Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the Contractor’s cost of, or time required for, performance of any part of the work, the Contractor shall not be excused from the Completion Date provided for by the Contract Documents, but shall proceed with all work to be performed under the Contract Documents. The Contractor shall retain any and all rights provided either by the Contract Documents or by law which pertain to the resolution of disputes and protests between the contracting Parties.
5.23 EXISTING UTILITY LINES; REMOVAL AND RELOCATION
Pursuant to Government Code section 4215, the City assumes the responsibility for removal, relocation, and protection of utilities located on the site at the time of commencement of construction under this Agreement with respect to any such utility facilities which are not identified in this Agreement, the plans and specifications. The Contractor shall not be assessed for liquidated damages for delay in completion of the Project caused by failure of the City to provide for removal or relocation of such utility facilities.
City shall compensate the Contractor for the costs of locating, repairing damage not due to the failure of the Contractor to exercise reasonable care, removing or relocating such utility facilities, and for equipment necessarily idle during such work.
5.24 ASSIGNMENT OF ANTI-TRUST CLAIM.
Pursuant to Government Code section 4552, in entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the Contractor or subcontractor offers and agrees to assign to the owner all rights, title, and interest in and to all causes of action it may have under section 4 of the Clayton Act (15 U.S.C. § 15) or under the Cartwright Act (Chapter 2 [commencing with section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from the purchase of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the Contractor, without further acknowledgment by the Parties. If the City receives, either through judgment or settlement, a monetary recovery for a cause of action assigned under Chapter 11 (commencing with section 4550) of Division 5 of Title 1 of the Government Code, the assignor may,
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upon demand, recover from the City any portion of the recovery, including treble damages, attributable to overcharges that were paid by the assignor but were not paid by the City as part of the bid price, less the expenses incurred in obtaining that portion of the recovery.
5.25 AUDIT
Pursuant to and in accordance with the provisions of Government Code section 8546.7, or any amendments thereto, all books, records, and files of the City, the Contractor, or any Subcontractor connected with the performance of this Contract involving the expenditure of state funds in excess of Ten Thousand Dollars ($10,000.00), including, but not limited to, the administration thereof, shall be subject to the examination and audit of the Office of the Auditor General of the State of California for a period of three (3) years after release of all retention under this Contract. Contractor shall preserve and cause to be preserved such books, records, and files for the audit period. During the progress of the Work and for three (3) years after Completion of the Work, City shall also have the right to an audit of all of Contractor’s books, records, subcontracts, material and equipment contracts, files, and information related to the Contract, and Contractor must cooperate by producing all requested items within seven (7) days.
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SECTION 6. MEASUREMENT AND PAYMENT
6.01 CHANGES
Attention is directed to Section 4-1.05, "Changes and Extra Work," and Section 9-1.04, "Force Account," and 5-1.43 “Potential Claims and Dispute Resolution,” of the Standard Specifications and these Special Provisions. Delete section 5-1.43E of the Standard Specifications.
Any changes will be set forth in a Contract Change Order which will specify, in addition to the work to be done in connection with the change made, adjustment of Contract time, if any, and the basis of compensation for such work. A Contract Change Order is final when the City and Contractor sign the Contract Change Order and the City Council has approved it.
Changes in the work will be transmitted to the Contractor as either a Request for Modification Proposal (RFMP) or a written field order. The RFMP will describe the change in work and request a proposal for change in the contract price and/or time. The Contractor shall promptly prepare the requested modification proposal and return to the Engineer. The Engineer will coordinate with the Contractor for any modifications to the work or the proposed change in contract price and/or time. The outcome of the coordination will be presented within a Contract Change Order. Any contract monetary adjustments constitutes compensation in full on behalf of the contractor and his subcontractors and suppliers for all costs and markup directly or indirectly, including extended overhead, attributable to the change order, for all delays related thereto, and for performance of the change within the time frame stated. Contractor in addition agrees the adjustment to compensation to the base agreement as manifested by this change order represents any and all cost whatsoever related to cumulative impacts or any synergistic effects, whether known or unknown, that may arise out of the work performed under this contract or in conjunction with other work or change orders approved under this agreement. Contractor waives any right to request additional compensation for any reason other than agreed to in accordance with this change order.
A written field order, or other written directive, is a written notice issued by the Engineer which requires minor changes in the work but which does not involve a change in the contract price or contract times.
The purpose of a written field order is to document clarification to the plans and/or specifications. The Contractor shall issue a RFI if the written field order is unclear or if additional information is needed.
The information contained within and/or attached to any RFMP or a field order which change the plans and/or specifications are conveyed to the Contractor typically as a single copy, either in hardcopy or softcopy. The Contractor is responsible for the cost of reproduction and distribution of the materials to their personnel and/or subcontractors. No additional payment will be made for reproduction and distribution costs of documents related to changes.
6.02 PROGRESS PAYMENTS
Attention is directed to Section 9-1.16, "Progress Payments," of the Standard Specifications and these Special Provisions. All progress payment applications and progress payments shall comply with Public Contract Code section 20104.50, which requires (among other things) payment within 30 days of submission of a proper submitted and undisputed payment request.
On or about the last day of each calendar month, the Contractor shall make an estimate of all work under the Contract completed to date. The Contractor shall use his “Progress Pay Estimate” form which shall be used for the estimate and submitted to the Engineer. The Contractor shall make an estimate of all work under the Contract completed to date. The estimate shall be delivered to the Engineer who will verify and, if found correct, will approve such estimates. Said estimates shall include a five percent (5%) retention by the City in accordance with Public Contract Code sections 7201 and 9203.
The final progress payment application shall not be submitted until completion of the Work is confirmed by the Engineer after inspection (see §5.20, above).
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Where City staff and equipment are used for work, billing will be done at the hourly billing rate for City staff. City materials and equipment will be billed in compliance with section 9-1.04. Work performed by a third party will be billed at the amount charged to the City for the work plus an additional five percent markup. The total cost-plus markup may be retained from contract or for private work billed to permittee.
6.02-A OTHER PAYMENT WITHHOLDINGS. The application for progress payment and the payment thereof, or both, may at any time, be withheld or reduced if, in the opinion of the Engineer, the Contractor is not performing the Work in accordance with the Contract in a material respect, diligently and efficiently endeavoring to comply with intent of the Contract, of if the Contractor shall fail to pay his labor and material bills as they become due. In determining whether the Contractor’s failure to perform in accordance with the Contract is material, the Engineer will give consideration, among other factors, to whether the Contractor’s failure to perform endangers the public health, safety, and welfare, and whether the Work is being performed in accordance with the accepted construction schedule.
The City may withhold monies from progress payments and other payments which would otherwise be payable at any time hereunder, and apply the same (or so much as may be necessary therefore) to the payment of expenses, losses, or damages incurred by the City for which the Contractor is liable under the Contract, including but not limited to:
1. Failure of the Contractor to submit or obtain acceptance of a progress schedule, schedule of values, and any updated schedules;
2. Defective or non-conforming work;
3. Costs incurred by the City to correct, repair or replace defective or nonconforming work or to complete the Work;
4. A reasonable doubt that the Work can be completed for the balance then unpaid;
5. A reasonable concern by the City that the materials, equipment or component parts are not in proper operation condition;
6. Liquidated damages that have accrued and that are likely to accrue in the future;
7. Failure to perform in accordance with the Contract;
8. A reasonable concern that cost or liability that may occur to the City as the result of the Contractor’s, subcontractor’s or supplier’s improper acts, omissions, fault, or negligence will cause City to incur cost, expenses or liability (even if City is indemnified for such cost, expense or liability);
9. Deduction in Work;
10. Failure of the Contractor to repair damaged materials, equipment, property, or work;
11. Failure of the Contractor to provide or obtain review of submittals;
12. Failure to pay subcontractors or suppliers;
13. Stop payment notices given to the City by Contractor’s subcontractors and suppliers;
14. Failure to keep record plans/documents (e.g. as-built drawings) up to date subject to a monthly inspection by the Engineer;
15. Failure to comply with all applicable federal, state, and local laws, statutes, regulations, codes, licenses, easements, and permits:
16. Failure to obtain and maintain applicable permits, insurance, and bonds; and
17. Failure to comply with the Contract safety requirements.
For withhold items where the dollar amount is estimated (including but not limited to future liquidated damages), the City may withhold 150% of the estimated amount.
6.03 FINAL PAYMENT
Attention is directed to Section 9-1.17, "Payment After Contract Acceptance," Section 9-1.17(2)(b), "Overhead Claims," and Section 9-1.21, "Clerical Errors," and 9-1.22 “Claim Resolution Procedure,” of the Standard Specifications and these Special Provisions.
Replace 2nd paragraph in section 9-1.17C with:
Submit either a written acceptance of the proposed final progress payment estimate or a claim statement postmarked or hand delivered before the 31st day after receiving the proposed final progress payment estimate.
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Delete 3rd paragraph in section 9-1.17C.
9-1.17D Final Payment and Claims
9-1.17D(1) General
Replace section 9-1.17D(1) with:
If you accept the proposed final progress payment estimate or do not submit a claim statement within 30 days of receiving the proposed final progress payment estimate, the Engineer will process the proposed final progress payment estimate for payment. The final progress payment will be paid pursuant to Public Contract Code section 20104.50. A notice of completion may be recorded by the City pursuant to Civil Code sections 9200 et seq. This final progress payment estimate and payment is conclusive except as specified in sections 5-1.27, 6-3.06, and 9-1.21.
If you submit a claim statement within 30 days of receiving the Engineer's proposed final progress payment estimate, the Engineer furnishes a semifinal progress payment estimate to the Contractor and the City pays the amount due pursuant to Public Contract Code section 20104.50. The semifinal progress payment estimate is conclusive as to the amount of work completed and the amount payable except as affected by the claims or as specified in sections 5-1.27, 6-3.06, and 9-1.21. 9-1.17D(2) Claim Statement
9-1.17D(2)(a) General
Add to section 9-1.17D(2)(a).
Each timely claim or claim statement must show the following:
1. The identification number
2. Date the Initial Potential Claim was furnished to the Engineer
3. Date the Supplemental Potential Claim was furnished to the Engineer
4. The final amount of additional payment requested
5. Attach a copy of the Full and Final Potential Claim Record If a claim or claim statement is not timely submitted, Contractor shall have completely waived any right to later submit a change order request or claim on that issue, or to later pursue any additional money or time in any manner related to that issue, regardless of the merits. Contractor will not have satisfied a condition precedent or exhausted administrative remedies.
Submit claims to:
Greg Ray, Public Works Director/City Engineer
154 S. 8th Street
Grover Beach, CA 93433
9-1.17D(2)(b) Overhead Claims
Replace 6th paragraph in section 9-1.17D(2)(b) with:
The CPA's audit must be performed as an examination-level engagement under the attestation engagements in the Government Auditing Standards published by the Comptroller General of the United States. The CPA’s audit report must express an opinion whether or not your calculations of your actual field and home office overhead daily rates comply with section 9-1.17D(2)(b). The attest documentation prepared by the CPA in connection with the audit must be reproduced and submitted for review with the audit report.
9-1.17D(2)(d) Waiver
Add to 1st paragraph in section 9-1.17D(2)(d).
You did not comply with applicable notice or protest requirements including but not limited to:
section 4-1.06
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section 5-1.06
section 5-1.42
section 8-1.07
9-1.17D(3) Final Determination of Claims
Delete 6th paragraph in section 9-1.17D(3)
9-1.22 CLAIM RESOLUTION PROCEDURE
Replace section 9-1.22 with:
Each timely claim statement submitted by Contractor to the City shall be handled by the parties pursuant to the procedures in Public Contract Code section 9204(d), including but not limited to a written response from the City within 45 days, an informal conference if requested by contractor, and a mediation if the informal conference did not resolve the dispute.
The procedures of Public Contract Code section 20104 et seq. may also apply, but only to the extent that they do not conflict with the procedures of Public Contract Code section 9204(d).
Prerequisite Documentation Required Prior to Issuing Final Progress Payment. In additional to the requirements for Final Progress Payment set forth in the other contract documents, the Final Progress Payment shall not become due to the Contractor until the following has been submitted to the Engineer (Note: the Engineer reserves the right to not requirement any of the below submittals which the Engineer determines, in his/her sole discretion, is not applicable to a particular project):
1. A full, complete and proper Final Application for Progress Payment showing the proposed total amount due the Contractor, segregated as to Contract quantities, changes in the work, and other basis for payments; deductions made or to be made for prior payments; amounts to be retained; any Claims the Contractor intends to file at that time or a statement that no Claims will be filed; and any unsettled Claims, stating amounts;
2. Written consent of surety(ies) to Final Progress Payment;
3. The required as-built drawings of the installed improvements including existing substructures encountered (in reproducible format);
4. Reasonable proof that taxes, fees and similar obligations of Contractor have been paid;
5. Documentation that Contractor has inspected, tested, and adjusted performance of every system or facility of the work to ensure that overall performance is in compliance with terms of the Contract Documents;
6. Reasonable proof that Contractor has discontinued and removed temporary facilities and services from the work zone, along with construction tools and facilities, forms, and similar items except for Contractor’s field office;
7. Reasonable proof that Contractor has provided instructions for the City’s operation personnel on systems and equipment operational requirements;
8. A report on performance of completed installations after adjustment that appear unable to comply with the requirements of the Contract Documents;
9. The operating manuals for operating and maintaining the work; and
10. A copy of all warranties from vendors and subcontractors, operations and maintenance manuals, instructions and related agreements, equipment certifications and similar documents, and maintenance and operating instructions.
No Waiver of Claims by City. The making of the Final Progress Payment, and/or the failure to withhold amounts from the Final Progress Payment, shall not constitute a waiver of any claims by the City including, but not limited to, the following:
1. Unsettled stop payment notices;
2. Faulty or defective work;
3. Failure of the work to comply with the requirements of the Contract Documents;
4. Terms of special warranties required by the Contract Documents; or
5. Any other cause, unless specifically waived by the City in writing.
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Waiver of Claims by Contractor. Acceptance of the Final Progress Payment by the Contractor shall constitute a waiver of claims by the Contractor except those previously made properly in writing in accordance with the Contract Documents and identified by the Contractor as unsettled at the time of Final Application for Progress Payment.
6.04 PROMPT PAYMENT OF FUNDS WITHHELD TO SUBCONTRACTORS The Contractor shall return all monies withheld in retention from a subcontractor within 30 days after receiving release of retention from the City. Federal law (49CFR26.29) requires that any delay or postponement of payment over 30 days may take place only for good cause and with the City’s prior written approval. Any violation of this provision shall subject the violating Contractor to the penalties, sanctions and other remedies specified in Section 7108.5 of the Business and Professions Code. These requirements shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the Contractor in the event of a dispute involving late payment or nonpayment by the Contractor, deficient subcontract performance, or noncompliance by a subcontractor.
6.05 RELEASE OF RETENTION
The release of retention shall be made pursuant to Public Contract Code Section 7107. Within 60 calendar days after the date of completion (as defined by Section 7107), the retention withheld by the City shall be released. In the event of a dispute between the City and the Contractor (including but not limited to the grounds stated in Section 6.02-A, above), the City may withhold from the release of retention an amount not to exceed one hundred fifty percent (150%) of the disputed amount.
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SECTION 7. REFERENCE INFORMATION
7.01 GEOTECHNICAL INFORMATION
A geotechnical report prepared by Earth Systems Pacific, “Revised Pavement Rehabilitation Recommendation Report”, dated December 23, 2016.
7.02 REFERENCE INFORMATION AVAILABLE AT THE CITY
The following reference information is available for review at the City of Grover Beach, Department of Public Works, 154 South 8th Street, Grover Beach, California, between the hours of 8:00 a.m. and Noon, and 1:00 p.m. and 4:30 p.m. on business days that the City is open. x City’s Circulation Element of the General Plan (also available on the City’s website) x The Bicycle Master Plan (also available on the City’s website) x Water Atlas
x Sewer Atlas
x Stormwater Atlas (under development, draft available for review at City) x Record drawings of road improvements
x Record drawings of tract developments (limited information available) x City of Grover Beach Quality Assurance Plan
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SECTION 8. MATERIALS
8.01 GENERAL
Attention is directed to Section 6-3, "Quality," of the Standard Specifications and these Special Provisions.
All materials required to complete the Work under this Contract, except City-furnished materials as specified in Section 10 of these Special Provisions, shall be furnished by the Contractor.
8.02 TESTING
Testing shall conform to the provisions of Section 6-3, "Quality," of the Standard Specifications and these Special Provisions. Relative compaction tests may be performed by the Engineer in accordance with Test Method No. Calif. 216F, ASTM D 698, ASTM D 1556, ASTM D 1557, ASTM D 2937, ASTM D 2922 and/or ASTM D 2049. Testing frequency and location shall comply with the City of Grover Beach Quality Assurance/Quality Control (QA/QC) program. The Contractor shall provide the number and frequency of samples required by the QA/QC plan.
Full compensation for conforming to this section will be considered as included in the price paid for the Work involving testing and no separate payment will be made therefore.
8.03 FOREIGN MATERIALS
In the event the Engineer desires to witness the testing or perform in-plant inspection of foreign materials and equipment, the full cost of the Engineer's transportation and subsistence connected therewith shall be borne by the Contractor.
Note that the City has no testing facilities of its own and the Contractor shall provide all required facilities for testing foreign materials and equipment.
Full compensation for conforming to this section will be considered as included in the price paid for the Work involving foreign materials and equipment and no separate payment will be made therefore.
8.04 CITY-FURNISHED MATERIALS
Attention is directed to Section 6-2.03, "Department-Furnished Materials," of the Standard Specifications and these Special Provisions.
The City-furnished materials include only the following:
x Water will be provided to the Contractor free of charge at a location to be designated by the Engineer. The Contractor shall submit to the Engineer a RFI requesting for a fire hydrant meter, and indicate an approximate location where to locate the meter. The City will evaluate the request and advise of any alternations of locations if needed.
All other materials required to perform the Work shall be furnished by the Contractor.
8.05 QUALITY ASSURANCE
The City uses a Quality Assurance Program (QAP) to ensure a material is produced to comply with the Contract. Records and reports of tests the City performs may be examined if they are available at the job site. Contractor shall schedule the work to allow time for QAP testing.
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SECTION 9. DESCRIPTION OF WORK
The Work, in general, consists of furnishing all materials, labor, equipment, tools, transportation and services for MEASURE K-14 STREET REHABILITATION AND REPAIR PROJECT, CIP 2295-19 The Base Bid Work includes pavement rehabilitation of approximately 28 blocks, including and not necessarily limited to project management and controls activities, mobilization activities, public notification and interaction activities, construction surveying and staking, traffic control, water pollution control practices, pre- and post-construction survey monument protection and establishment, adjustment of pavement surface features (water utility boxes and valves, sewer manholes, storm drain manholes, and survey monument wells), clearing and grubbing of debris (plant, soil, abandoned landscape features, etc.) within the Work limits, landscaping and irrigation repair, resetting of mailboxes, resetting of sign posts, tree trimming, earthwork cutting and backfilling, removal of existing asphalt, roadway preparation, hot mix asphalt repaving street surface and conform areas, hot mix asphalt dike installation, concrete curb and gutter, concrete cross-gutter, concrete sidewalks, accessibility improvements, signage and installation of pavement striping and markings.
Broken concrete or asphalt or other deleterious material is to become the property of the Contractor and shall be disposed of in accordance with the Standard Specifications.
Such other items and details, not mentioned above, that are required by the plans, Standard Specifications or these Special Provisions shall be performed, placed, constructed or installed.
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SECTION 10. TECHNICAL SPECIFICATIONS
1 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project SECTION 10. TECHNICAL SPECIFICATIONS
SECTION 10-1 GENERAL
10-1.01 MOBILIZATION
Mobilization shall conform to the provisions in Section 9-1.16D, “MOBILIZATION,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.
Prior to construction, the Contractor shall video record the existing conditions of the work area and adjacent improvements or landscaping. Submit pre-construction video to ENGINEER prior to commencing work. Preconstruction video must be clear enough for ENGINEER to discern the location, condition, and extent of the existing improvements within and adjacent to all work area.
Full compensation for the Preconstruction Video shall be considered as included in the lump sum payment for Bid Item, Mobilization, and no additional compensation will be allowed therefor.
All work items included in the plans that do not have associated bid items shall be considered as included.
PAYMENT
Full compensation for Mobilization, including all labor, materials, tools, equipment and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the lump sum price paid for Bid Item, Mobilization, complete and in-place, and no additional compensation will be allowed therefor.
Payment for the work involved under the bid item for Mobilization may be made on a partial payment system based on the completion of the following stages of work:
Work Description Payment Percentage
General initiation of work, including, but not
limited to: moving equipment onsite, preparing
work and storage yard, provision of water and
sanitation facilities, and the first 3-week look
ahead schedule
50% of bid price
Ongoing site maintenance, including but not
limited to daily sweeping, spill prevention,
material management, and storm water
management. Submittal of accurate 3-week
look ahead schedules every week and
documented redlines
30% of the bid price at 70% of the contract
time in working days
Removal of equipment, personnel, temporary
facilities, and all other resources, as well as
final site cleanup
15% of bid price
Preparation of record drawings 5% of bid price
2 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project 10-1.02 PHOTO DOCUMENTATION
Photo Documentation shall conform to these Special Provisions, per the direction of the ENGINEER, and as shown on the plans. The Contractor shall provide pre-construction photos to the City prior to construction activities in electronic media format. A pre-construction video cannot be substituted for pre-construction photos.
PAYMENT
Full compensation for Photo Documentation, including all labor, materials, tools, equipment, and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the lump sum price paid for Bid Item, Photo Documentation, complete and in-place, and no additional compensation will be allowed therefor.
10-1.03 TRAFFIC CONTROL SYSTEMS
Traffic Control Systems shall conform to the provisions in Section 12, “TEMPORARY TRAFFIC CONTROL,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.
Attention is directed to Section 7–1.03, “Public Convenience”, Section 7-1.04, “Public Safety”, and Section 12, “Temporary Traffic Control”, of the Standard Specifications and other relevant sections related to public safety in these Special Provisions or on the Drawings. Nothing in these provisions shall be construed as relieving the Contractor from his responsibility as provided in said Section 7-
1.04. Flagging, placing and installing temporary traffic-handling equipment and devices, maintaining traffic, placing and installing temporary traffic control systems, placing temporary pavement delineation shall be in compliance with an approved traffic control plan and ENGINEER authorized field adjustments.
Section 12-1.03 of the Standard Specifications does not apply and the City will not share the cost of flagging. All work specified in section 12-1.03, including furnishing flaggers, transporting flaggers, furnishing stands and towers, furnishing and operating pilot cars, and furnishing any other traffic control device for the safe passage of traffic through the work as specified in Sections 7-1.03 and 7-1.04 shall be considered as included in the prices paid for the various contract items of work, and no additional compensation will be allowed therefor.
If barricades are required after sunset, lights and flashing beacons are required.
Designated holidays are listed in Section 5, General.
The Contractor shall prepare and submit Traffic Control Plans (TCPs) to the ENGINEER for review and approval. TCPs shall be developed, stamped, and signed by a registered ENGINEER in the State of California.
The Contractor shall determine interim sawcut locations and be aware of slopes and distance to travel way. Provide free and safe public traffic per Section 7-1.04, “PUBLIC SAFETY” of the Standard Specifications or these Special Provisions.
TCPs shall show all proposed street closures, detours, lists and locations of signing, delineation of temporary striping and pavement markings, shifting of traffic, lane widths, description of construction activity, and schedule of various phases. All TCPs shall be prepared in accordance with the Department of Transportation, State of California (Caltrans) Manual on Uniform Traffic
3 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project Control Devices and standard traffic control system plans. TCPs shall be coordinated with the Phasing Plan. TCPs shall be submitted within 14 days after the Notice to Proceed and shall be available at the pre-construction meeting, whichever occurs first.
Work shall not commence until the TCP(s) is approved by the ENGINEER.
For a one-way-reversing traffic-control lane closure, traffic may be stopped in 1 direction for periods not to exceed 5 minutes. After each stoppage, all accumulated traffic for that direction must pass through the work zone before another stoppage is made.
If work vehicles or equipment are parked within 6 feet of a traffic lane, close the shoulder area.
A minimum of 1 drivable traffic lane not less than 10 feet wide must be open for use by traffic at all times.
All traffic control and lane closures must allow for the regular scheduled trash collection and local access by residents and emergency vehicles. Notify City Fire Department, Police Department, and Garbage Company a minimum of 24 hours prior to closing any lanes.
Trash collection is typically performed curb-side on Tuesdays within the majority of the work area.
The Contractor shall coordinate with the garbage company, South County Sanitation, for trash collection within the area or work, including making any provisions necessary to ensure that the Contractor’s work does not disrupt trash collection.
PAYMENT
Full compensation for Traffic Control Systems, including the preparation of all TCPs, all labor, materials, tools, equipment and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the lump sum price paid for Bid Item, Traffic Control Systems, complete and in-place, and no additional compensation will be allowed therefor. 10-1.04 PORTABLE CHANGEABLE MESSAGE SIGN
Portable Changeable Message Sign (PCMS) shall conform to the provisions in Section 12-3.12, “PORTABLE CHANGEABLE MESSAGE SIGNS,” of the Standard Specifications, these Special Provisions (specifically 5.15, “Public Convenience”), per the direction of the ENGINEER, and as shown on the plans.
PAYMENT
Full compensation for Portable Changeable Message Sign, including all labor, materials, tools, equipment and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the price paid per each for Bid Item, Portable Changeable Message Sign, complete and in-place, and no additional compensation will be allowed therefor. Moving and changing the message on the portable message sign as directed by the ENGINEER shall be considered as included in the each price paid for Bid Item, Portable Changeable Message Sign. 10-1.05 PREPARE WATER POLLUTION CONTROL PROGRAM
Prepare Water Pollution Control Program shall conform to the provisions in Section 13, “WATER POLUTION CONTROL,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans, and as shown on the plans.
4 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project Monitor and inspect the work site per Section 13-1.03B&C of the Standard Specifications. Submit Stormwater Site Inspection Reports to the ENGINEER within 24 hours of completing the inspection.
Correct any deficiencies found per Section 13-1.03D. Monitoring, inspections, submitting inspection reports, and correcting deficiencies shall be considered as included in the lump sum price for Bid Item, Prepare Water Pollution Control Program and no additional compensation will be allowed therefor.
Drain inlet protection shall be installed at N 2nd Street, N 5th Street, and N 6th Street near the West Grand intersections.
PAYMENT
Full compensation for Prepare Water Pollution Control Program, including all labor, materials, tools, equipment and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the lump sum price paid for Bid Item, Prepare Water Pollution Control Program, complete and in-place, and no additional compensation will be allowed therefor. 10-1.06 PUBLIC NOTIFICATIONS
General. “Door Knob” notification hangers identified within these Special Provisions shall be printed on card stock and suitable to hang on the front door of a resident or business. The Contractor shall use a low adhesive tape (e.g., painter’s tape) to post notification hangers on doors that do not accommodate such hangers, taking care not to impact the door’s paint or finish. The Contractor shall submit all Door Knob notification hangers for review and approval by the City prior to distribution.
General Project Notification. The Contractor shall notify the affected residents and businesses four calendar days in advance of the start of project work. Notification shall be done by using “door knob” type notices which shall include a description of the impending work, the date and time when traffic will be restricted, and a date and time when parking will not be allowed along the street scheduled for renovation. Contractor shall submit a sample notice for review and approval by the City ten working days prior to distribution. Contractor shall coordinate with the ENGINEER prior to distributing notifications. Within 24 hours of distributing notifications, provide the ENGINEER with a list all addresses and business names that notifications were distributed to. Notifications are to be re-distributed at the beginning of each stage.
Street Closure Notification. Any street closure will require approval of the ENGINEER and must be coordinated 10 calendar days prior to the date of the anticipated street closure. Street surfaces shall be restored and reopened for the safe flow of traffic no later than the time specified by the ENGINEER.
Property Owner Notification. The Contractor shall prepare an itemized list of all private improvements within right-of-way that are in conflict with proposed roadway and/or frontage improvements. Private improvements include but are not limited to: fences, pavers, landscape rock, planted landscaping, decorative features and retaining walls. Itemize list by address and request the property owner contact information from the City by submitting a request at [email protected]: allow ten working days for the information to be provided.
Contractor shall notify property owners no less than 10 working days in advance of demolition work.
Notification method shall be both via direct contact with the owner and in writing using “door knob” hangers. Contractor shall take note that property owners may not reside at the property in question, yet it is important that the owner is contacted and made aware of the impending work so they can notify the tenants who live at the property. Contractor shall make personal contact with owners inperson, via telephone, or via mail (listed in order of preference). The notice shall include the description of the impending work, request for property owner’s removal of the identified improvements that are interfering with the work, and the timing when the area needs cleared but not less than 10 working days from when the Contractor wants to perform the work. Submit
5 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project summary of owner coordination to ENGINEER. Summary shall be in table form and include address, owner name of contact person, phone number, date of correspondence and how and when the property owner was contacted.
Example of owner coordination summary table:
Property
Address
Owner
Name Phone
Date of
Correspondence Correspondence
245 Brighton
Avenue First Last (123) 456-7890
8/10/2026
Notice hand
delivered
8/12/2026 met at site
259 Brighton
Avenue First Last (123) 456-7890 8/10/2026
Notice hand
delivered
277 Brighton
Avenue First Last (123) 456-7890
8/10/2026 Notice mailed
8/12/2026 phone
Local Notification. Ten working days prior to beginning construction, the Contractor shall assist in notifying local schools, hospitals, ambulance services, police and fire departments, transit agencies, refuse collectors and Underground Service Alert (USA) of its schedule of work. a. City Public Works Department (805) 473-4530
b. City Fire Department (805) 473-5490
c. City of Grover Beach Police Department (805) 473-4511 (Non-Emergency) d. Residences and businesses within the closure area (only if local traffic or access is to be prohibited or restricted)
e. Affected Local Businesses
f. Grover Bus Service SLO RTA (805) 781-4472
g. South County Sanitary (805) 489-4246
No Parking Notification. The Contractor shall furnish and place “No Parking” signs, 12 inches by 18 inches minimum size and approved by the ENGINEER, throughout the area of work at fifty foot intervals two working days prior to the start of construction. The signs shall include the dates and times during which parking is prohibited and shall reference Section 3305.26 of the Grover Beach Municipal Code (GBMC) in order to be enforceable by the Police Department. The Contractor shall remove these signs immediately when they are no longer needed.
The Contractor shall be fully responsible for the adequate removal of all parked cars. All vehicle removal shall be coordinated by the Contractor with the Police Department. The Contractor shall notify the Police Department upon posting of the parking restrictions for a particular street. For removal of parked vehicles, the Contractor shall notify the same party mentioned above not less than two hours prior to the needed removal with the address nearest the parked vehicle, make, model, color and license number. The City shall not be responsible for any delay or additional costs associated with the removal of parked cars which obstruct the construction operation.
If a vehicle owner successfully contests a towing citation in court, and their citation is dismissed for causes related to the Contractor's failure to perform the requirements of this section, the Contractor shall reimburse the City for the cost of any claims associated with the towing citation.
6 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project Changes to schedule. If for any reason the work is delayed or rescheduled after the required notifications have been issued, the Contractor shall re-date the signs affected, notify residents and businesses of the change via a new “door knob” notice, and re-contact the local services and agencies. If the work is delayed more than five calendar days, the Contractor shall remove the no parking signs and place re-dated signs two working days in advance of the work.
Water System Notifications. Refer to Section “Water Valve (8”) and Water Valve (6”)” of these Special Provisions for additional notification requirements.
PAYMENT
Full compensation for Public Notifications, including all labor, materials, tools, equipment and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the lump sum price paid for Bid Item, Public Notifications, complete and in-place, and no additional compensation will be allowed therefor.
10-1.07 CONSTRUCTION SCHEDULE
Construction schedule shall conform to the provisions in Section 8, “PROSECUTION AND PROGRESS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.
Microsoft’s PROJECT software may be the schedule computer software in-lieu of the Primavera P6 software specified in the Standard Specifications. If you use Microsoft PROJECT, then the requirements to supply and install the software and to train the ENGINEER is waived; otherwise, all schedule provisions of the Standard Specifications shall apply.
The Contractor shall make a presentation at the preconstruction conference of the logic of your Critical Path Method (CPM) baseline schedule for Level 2 or 3 CMP schedule. The ENGINEER may make generalized comments to your presentation at the preconstruction conference; however, formal schedule submittal and review shall be per the Standard Specifications, these Special Provisions, and per the direction of the ENGINEER.
The ENGINEER’S acceptance of the baseline schedule is a prerequisite for the start of work; therefore, submit the baseline schedule and coordinate with the ENGINEER to expedite the review and acceptance process. The City does not adjust the contract time for your noncompliance with the baseline schedule acceptance process.
Provide updated schedule monthly per the Standard Specifications, these Special Provisions, and per the direction of the ENGINEER. On a monthly basis prior to application for payment, arrange a meeting with the ENGINEER to review updated project schedule. Updates must include accurate progress data and be based upon best judgement. Updates must be made to the project schedule in consultation with all subcontractors and suppliers. Schedule updates must be submitted when prepared or as requested by the ENGINEER. The ENGINEER will not accept a schedule which shows a project completion date in excess of the contract duration.
Noncompliance with schedule requirements may result in Payment Withholdings per Section 9-
1.16E, “WITHHOLDS” of the Standard Specifications or these Special Provisions.
PAYMENT
Full compensation for Construction Schedule, including all labor, materials, tools, equipment and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the price
7 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project paid per lump sum for Bid Item, Construction Schedule, complete and in-place, and no additional compensation will be allowed therefor.
10-1.08 CONSTRUCTION SURVEYING
Construction Surveying shall conform to the provisions in Section 5, “CONTROL OF WORK,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.
The Contractor shall be responsible for all project construction surveying and for reference, replacement and recording of all survey monuments, and shall include this in the bid.
No grade setting, staking or survey services will be performed by the ENGINEER. Surveying shall be performed by a Land Surveyor registered in the State of California. The ENGINEER reserves the right to check the Contractor's work at any time during the project. Checks performed by the ENGINEER will not relieve the Contractor from responsibility to properly locate and construct the Work in accordance with these Contract Documents.
All stakes shall be set to the tolerances defined in the most current edition of the Caltrans Survey Manual. Stakes must be set to the minimum spacing defined in the Caltrans Survey Manual or to the satisfaction of the ENGINEER.
Detailed construction staking cut-sheets and shall be submitted to the ENGINEER in the format shown in Appendix A along with a point plot showing the locations and stake numbers of stakes installed in relation to the proposed improvements. All stakes or marks installed in the field shall be included in the submitted cut-sheets. Cut-sheets shall be made by the Land Surveyor performing the construction staking and shall be submitted within 48 hours of placing stakes and least 24 hours prior to pouring concrete or removing stakes to allow for inspection of forms and grades.
PAYMENT
Full compensation for Construction Surveying, including all labor, materials, tools, equipment, cutsheets and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the lump sum price paid for Bid Item, Construction Surveying, complete and in-place, and no additional compensation will be allowed therefor.
The City will pay you for Construction Surveying as follows:
1. A total of 50 percent of the item upon completion of all curb ramps. This 50 percent of the item may be partially paid based on the percentage of total curb ramps completed.
2. An additional 10% of the item for each stage of roadway rehabilitation work, including paving, which is completed.
3. A total of 100 percent of the item upon completion of all concrete and paving work. 10-1.09 SURVEY MONUMENT PRESERVATION
Survey Monument Preservation shall conform to the provisions in Section 81, “MONUMENTS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.
8 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project Contractor shall preserve or replace all survey monuments per the Standard Specifications, these Special Provisions, and the project plans. An individual licensed to practice land surveying in the State of California shall be in responsible charge of identification, preservation, and reestablishment of any monuments damaged or destroyed during the course of construction.
Corner records, or other statutory required documentation, both before and after construction, shall be provided as described in the Professional Land Surveyors Act. Submit corner record, or other statutory required documentation for perpetuating the current position of the monuments prior to disturbing any survey monuments. Submit a final signed and recorded corner record, and any other statutory required documentation of all replaced survey monuments.
Standard Street Monuments and Straddler monuments shall be reestablished and installed per the appropriate detail on the project plans. New monument boxes shall be provided for replaced Standard Street Monuments per City standard detail B.13. Lid of monument box shall say “MONUMENT.” All other monuments shall be replaced in kind.
Concrete for concrete collars shall be per Section 90 of the Standard Specifications, class 1, minimum 7 sack cementitious material, with 2% non-corrosive polar set to allow expedited traffic use (less than 24 hour cure time) and be troweled to street grade.
Survey Monument Preservation includes Standard Street Monument, Straddler, Well Monument, and Non-traffic Survey Monuments.
Pre-Construction Record of Survey prepared by MBS Land Surveys, Record of Survey Book 137
PAYMENT
Full compensation for Survey Monument Preservation, including all labor, materials, tools, equipment, disposal, recording fees and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the each price paid for Bid Item, Survey Monument Preservation, complete and in-place, and no additional compensation will be allowed therefor. 10-1.10 CLEARING AND GRUBBING
Clearing and Grubbing shall conform to the provisions in Section 16, “CLEARING AND GRUBBING,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.
Protect standing trees, plants, and improvements not marked for removal or demolition as shown on the plans to the satisfaction of the ENGINEER. Repair or replace and damaged trees, plants, or improvements.
Includes three-foot circumference of clearance around fire hydrants.
PAYMENT
Full compensation for Clearing and Grubbing, including all labor, materials, tools, equipment and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the lump sum price paid for Bid Item, Clearing and Grubbing, complete and in-place, and no additional compensation will be allowed therefor.
9 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project 10-1.11 POTHOLING AND UTILITY VERIFICATION
Potholing and Utility Verification shall conform to the provisions in Section 19-2, “ROADWAY EXCAVATION,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.
Submit pothole locations to the ENGINEER for City review and approval 5 days prior to potholing.
Vacuum excavation shall be used to locate the utility. Photograph the utility (with size and material labeled). Horizontal location data and elevation must be recorded. Pothole data must be included in the final “as-built” construction plans. The excavation area must be backfilled and compacted to meet surrounding soil density, with surface restoration to match existing conditions.
Submit pothole data to the ENGINEER prior to roadway construction.
Protect existing utilities per Section 5-1.36 of the Standard Specifications.
Replace HMA road section within 1-week of pothole. HMA section shall match the existing road section or as shown on the plans, whichever is greater. Until the permanent pavement is placed, cold-mix asphalt shall be maintained at all times at a grade level with the street, suitable for the safe passage of traffic. Temporary cold-mix patching must be maintained daily, kept in a smooth, firm, dust-free condition. Where allowed by the ENGINEER, temporary cold-mix patching may be maintained until the remainder of the street’s pavement restoration work begins. Installation, maintenance, and removal of temporary cold-mix patching shall be considered as included in the price paid for the various concrete bid items.
PAYMENT
Full compensation for Pothole and Utility Verification, including all labor, materials, tools, equipment, disposal and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the each price paid for Bid Item, Pothole and Utility Verification, complete and in-place, and no additional compensation will be allowed therefor. 10-1.12 REPAIR LANDSCAPE AND IRRIGATION
Repair Landscape and Irrigation shall conform to the provisions in Section 20-2.03D, “MAINTAIN EXISTING PLANTED AREAS,” and Section 20-3.03B(5), “MAINTAIN EXISTING IRRIGATION FACILITES,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.
Existing irrigation facilities are not shown on the plans. It is the Contractor’s responsibility to repair any irrigation damaged by construction activities regardless of whether the facilities are marked or shown on the plans. For purposes of bidding, the Contractor should assume that all residential parcels contain unmarked buried irrigation facilities. Flush all broken irrigation lines to remove dirt in lines prior to repairing and re-connecting.
Prior to commencing excavation or demolition operations, the Contractor shall perform (or have a resident perform) a functional test of each parcel’s irrigation in the presence of the ENGINEER.
The Contractor shall notify the resident of upcoming work and the need to locate irrigation components. The Contractor shall request the resident turn on their front yard irrigation or request permission to do so themselves. The functional test shall be used to locate irrigation components as well as document any existing damage or deficiencies in the system before the Contractor begins construction operations.
10 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project Resetting of existing landscape rock or bricks is included.
PAYMENT
Full compensation for Repair Landscape and Irrigation, including all labor, materials, tools, equipment, functional tests, notifications, and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the lump sum price paid for Bid Item, Repair Landscape and Irrigation, complete and in-place, and no additional compensation will be allowed therefor.
10-1.13 TREE TRIMMING
Tree Trimming shall conform to the provisions in Section 16, “CLEARING AND GRUBBING,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.
Protect standing trees not marked for removal or demolition as shown on the plans.
Cut tree branches that extend a minimum distance of 12” beyond the edge of work limits and hang within 13.5 feet of finished grade.
PAYMENT
Full compensation for Tree Trimming, including all labor, materials, tools, equipment, disposal and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the price paid per each for Bid Item, Tree Trimming, complete and in-place, and no additional compensation will be allowed therefor.
10-1.14-16 REMOVE CURB AND GUTTER, CURB RAMP, SIDEWALK, DRIVEWAY, CROSS
GUTTER AND SPANDREL
Remove Curb and Gutter, Curb Ramp, Sidewalk, Driveway, Cross Gutter and Spandrel shall conform to the provisions in Section 15-3, “CONCRETE REMOVAL,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans, and as shown on the plans.
Where roots have caused concrete uplift, or where shown on the plans, cut and remove roots and install root barrier (NDS EP-2450/3650, NDS SM-2420/3620 or approved equal). Root barrier shall be minimum 24” tall at sidewalk, minimum 36” tall at curb and gutter, and extend a minimum of 3 feet beyond roots on each side. Install root barrier per manufacturer’s instructions. Payment for root removal and disposal, and root barrier, shall be included in the price paid per linear foot of Bid Item, Root Barrier (36”) and Root Barrier (24”).
Contractor and ENGINEER shall measure and agree on the area to be removed prior to starting removal.
PAYMENT
Full compensation for Remove Curb and Gutter, Curb Ramp, Sidewalk, Driveway, Cross Gutter and Spandrel, including all labor, materials, tools, equipment, disposal and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the square footage or
11 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project linear footage price paid for Bid Item, Remove Curb and Gutter, Curb Ramp, Sidewalk, Driveway, Cross Gutter and Spandrel, complete and in-place, and no additional compensation will be allowed therefor.
10-1.17 REMOVE FENCE
Remove Fence shall conform to the provisions in Section 16, “CLEARING AND GRUBBING,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.
Full footing removal and backfill of void space are included.
PAYMENT
Full compensation for Remove Fence, including all labor, materials, tools, equipment, disposal and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the linear footage price paid for Bid Item, Remove Fence, complete and in-place, and no additional compensation will be allowed therefor.
10-1.18 REMOVE SHORT WALL
Remove Short Wall shall conform to the provisions in Section 16, “CLEARING AND GRUBBING,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.
Full concrete footing removal and backfill of void space are included.
PAYMENT
Full compensation for Remove Short Wall, including all labor, materials, tools, equipment, disposal and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the linear footage price paid for Bid Item, Remove Short Wall, complete and in-place, and no additional compensation will be allowed therefor.
10-1.19 REMOVE BOLLARD
Remove Ballards shall conform to the provisions in Section 16, “CLEARING AND GRUBBING,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.
Full concrete footing removal and backfill of void space are included.
PAYMENT
Full compensation for Remove Bollard, including all labor, materials, tools, equipment, disposal and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the price paid per each for Bid Item, Remove Bollard, complete and in-place, and no additional compensation will be allowed therefor.
12 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project 10-1.20 RESET ONE-POST SIGN
Reset One-Post Sign shall conform to the provisions in Section 15-2.08C, “RESET ROADSIDE SIGNS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.
All reset signs shall be installed on new posts Caltrans Std. plan RS-1, RS-2, and RSP RS-4, except street name signs shall be installed on new posts per detail B.15 included in the project plans, sheet 6 of the project plans. Signs to be reset in concrete shall be installed on new 2” galvanized steel square breakaway posts. Submit shop drawings and cut sheets of posts to be used to the ENGINEER for approval prior to installing.
PAYMENT
Full compensation for Reset One-Post Sign, including all labor, materials, tools, equipment, disposal, salvaging existing sign panel and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the price paid per each for Bid Item, Reset One-Post Sign, complete and in-place, and no additional compensation will be allowed therefor. 10-1.21-22 RESET MAILBOX
Reset Mailbox shall conform to the provisions in Section 15-2.08B, “RESET MAILBOXES,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.
One mailbox on one post is one unit. Multiple mailboxes on one post are counted as one unit for bid item “Reset Mailbox (one post).” Cluster mailboxes on two posts are counted as one unit for bid item “Reset Mailbox (two post).”
Install mailbox on new posts per United States Post Office mailbox guidelines. Contact the local postmaster for guidance if necessary.
The ENGINEER shall verify all mailboxes that are to be reset in sidewalk prior to pouring the concrete. Mailboxes reset within sidewalk shall provide for a 36” minimum clear path of travel.
PAYMENT
Full compensation for Reset Mailbox, including all labor, materials, tools, equipment and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the price paid per each for Bid Item, Reset Mailbox, complete and in-place, and no additional compensation will be allowed therefor.
10-1.23 ROADWAY EXCAVATION
Roadway Excavation shall conform to the provisions in Section 19-2, “ROADWAY EXCAVATION,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.
Surplus material shall become the property of the Contractor and shall be disposed of outside of the right-of-way. Ensure enough material is available to complete the embankments before disposing of it.
13 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project Due to the possibility of inclement weather, the contractor may not remove more than six blocks of roadway at a time unless otherwise approved by the City Engineer. The roadway must be paved within seven days after removal. Contractor is to properly maintain the exposed subgrade and base grade. This includes, but is not limited to, dust control, moisture management and safe access for residents.
Removing asphalt dike is included and shall conform to the provisions in Section 15-2.02, “REMOVE,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans. Before removing the dike, cut the outside edge of the asphalt concrete on a neat line and to a minimum depth of 0.17 foot.
PAYMENT
Bid Item, Roadway Excavation, shall be paid as a final pay item per Section 9-1.02C of the Standard Specifications.
Full compensation for Roadway Excavation, including all labor, materials, tools, equipment, disposal and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the price paid per cubic yard for Bid Item, Roadway Excavation, complete and in-place, and no additional compensation will be allowed therefor.
10-1.24 HOT MIX ASPHALT (TYPE A)
Hot Mix Asphalt (Type A) shall conform to the provisions in Section 39, “HOT MIX ASPHALT,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.
The Standard HMA construction process shall be used. The Method HMA construction process may be used for miscellaneous HMA areas.
Use ½ inch HMA Type A aggregate gradation unless specified otherwise.
Use PG 64-10, in compliance with Section 92, for asphalt binder unless otherwise directed by the ENGINEER.
PAYMENT
Full compensation for Hot Mix Asphalt (Type A), including all labor, materials, tools, equipment and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the tonnage price paid for Bid Item, Hot Mix Asphalt (Type A), complete and in-place, and no additional compensation will be allowed therefor.
10-1.25 HOT MIX ASPHALT (DRIVEWAY AND MISC. AREAS)
Place Hot Mix Asphalt (Driveway and Misc. Areas) shall conform to the provisions in Section 39, “HOT MIX ASPHALT,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.
Use ½ inch HMA (type A) aggregate gradation. The Method HMA construction process may be used for miscellaneous HMA areas.
14 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project Use PG 64-10 or PG 70-10, in compliance with Section 92, for asphalt binder unless otherwise directed by the ENGINEER.
HMA driveways are to be considered HMA (miscellaneous areas) in addition to areas marked on the plans. Miscellaneous HMA areas shall be constructed with 2 inches HMA (type A) over 4 inches class II aggregate base. Class II aggregate base shall be considered as included.
PAYMENT
Full compensation for Hot Mix Asphalt (Driveway and Misc. Areas), including all labor, materials, tools, equipment, disposal and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the square foot price paid for Bid Item, Hot Mix Asphalt (Driveway and Misc. Areas), complete and in-place, and no additional compensation will be allowed therefor. 10-1.26-27 CLASS 2 AGGREGATE BASE
Class 2 Aggregate Base shall conform to the provisions in Section 26, “AGGREGATE BASES,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.
Use ¾ inch maximum aggregate grading.
Moisture condition and compact subgrade to 95% relative compaction to a minimum depth of one foot prior to placing aggregate base.
PAYMENT
Full compensation for Class 2 Aggregate Base, including all labor, materials, tools, equipment and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the paid per cubic yard for Bid Item, Class 2 Aggregate Base, complete and in-place, and no additional compensation will be allowed therefor.
10-1.28-31 PLACE HOT MIX ASPHALT DIKE
Place Hot Mix Asphalt Dike shall conform to the provisions in Section 39, “HOT MIX ASPHALT,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.
Use ½ inch or 3/8 inch HMA Type A aggregate gradation.
Use PG 70-10, in compliance with Section 92, for asphalt binder used in HMA Dikes unless otherwise directed by the ENGINEER.
The 3-ft transition from City Type B Dike to Caltrans Type E Dike at driveways shall be measured and paid as bid item, City Type B Dike.
Remove, replace, and reconnect any existing landscape drains through the dike. Removing, replacing, and reconnecting any existing drains shall be considered as included in the price paid per linear foot of dike and no additional compensation will be allowed therefor. Location per City of Grover Beach Sidewalk Underdrain Standard Detail D.9. Drain pipe shall be 3-inch diameter for 6-inch dike and 4-inch diameter for 8-inch dike. Drain shall not extend beyond dike into flowline.
15 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project Drain pipe shall be sloped to drain to roadway flowline. Landscape drains shall be installed per the direction of the ENGINEER.
PAYMENT
Full compensation for Place Hot Mix Asphalt Dike, including all labor, materials, tools, equipment and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the linear footage price paid for Bid Item, Place Hot Mix Asphalt Dike (City Type B, 6”), Place Hot Mix Asphalt Dike (City Type B, 8”), Place Hot Mix Asphalt Dike (Caltrans Type E), Place Hot Mix Asphalt Dike (Modified Caltrans Type E), complete and in-place, and no additional compensation will be allowed therefor.
10-1.32 SHORT RETAINING WALL
Short retaining wall shall conform to City of Grover Beach Short Retaining Wall, Detail B.14b as shown on plans. Remove all construction debris. Backfill all excavations with clean native soil and cover with landscape to match existing. Area adjacent to back of wall must be properly sloped.
PAYMENT
Full compensation for Short Retaining Wall, including all excavation, labor, footing, concrete blocks, rebar, materials, tools, equipment, and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the price paid per linear foot for Bid Item, Short Retaining Wall, complete and in-place, and no additional compensation will be allowed therefor. 10-1.33-40 CURB AND GUTTER, RETAINING CURB, SIDEWALK, CURB RAMP, CONCRETE
DRIVEWAY, CROSS GUTTER AND SPANDREL, DETECTABLE WARNING
SURFACE
Curb and Gutter, Retaining Curb, Sidewalk, Curb Ramp, Concrete Driveway, Cross Gutter and Spandrel, Concrete Swale, Concrete Stairs, Detectable Warning Surface shall conform to the provisions in Section 73, “CONCRETE CURBS AND SIDEWALKS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.
Detectable warning surface installed on new concrete must be Cast-in-Place and on the Caltrans Authorized Materials List except where noted on the plans. Detectable warning surface installed on existing concrete must be on the Caltrans Authorized Materials List, but may be surface applied (retrofit). Detectable warning surface shall be measured as the number of locations installed per Caltrans RSP A88A, regardless of the number of panels or square feet required at each location.
Remove, replace, and reconnect any existing sidewalk underdrains within the limits of new sidewalk or curb ramp. Removing, replacing, and reconnecting any existing underdrains shall be considered as included in the price paid per square foot of sidewalk or curb ramp and no additional compensation will be allowed therefor. Replace sidewalk underdrains per City of Grover Beach Sidewalk Underdrain Standard Detail D.9.
Where cut and fill situations are adjacent to the concrete improvements, excavation and backfill shall be considered as included in the price paid for the various concrete bid items.
Replace HMA road section (pave-out) within 1-week of pouring concrete curb and gutter, and spandrel. HMA section shall match the existing road section or as shown on the plans, whichever is greater. Until the permanent pavement adjacent to the concrete gutter and spandrels is placed, cold-mix asphalt shall be maintained at all times at a grade level with the street, suitable for the
16 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project safe passage of traffic. Temporary cold-mix patching must be maintained daily, kept in a smooth, firm, dust-free condition. Where allowed by the ENGINEER, temporary cold-mix patching may be maintained until the remainder of the street’s pavement restoration work begins. Installation, maintenance, and removal of temporary cold-mix patching shall be considered as included in the price paid for the various concrete bid items.
Six inch tall curb and gutter, eight inch tall curb and gutter, modified six or eight inch curb and gutter, and driveway curb and gutter shall all be measured and paid as Bid Item, Curb and Gutter.
Installing new concrete driveways where there is sidewalk infill shall be measured and paid as Bid Item, Concrete Driveway (at locations with sidewalk infill). Replacing existing concrete driveways due to roadway conforms shall be measured and paid as Bid Item, Concrete Driveway (at locations with HMA dike).
Concrete driveways, including driveway apron shall be measured as square footage and paid as Bid Item, Concrete Driveway. Concrete driveway curb and gutter shall be measured as linear foot and paid as Bid Item, Curb and Gutter.
Concrete step at 590 Atlantic City shall be measured as square footage and paid as Bid Item, Sidewalk. Concrete step section shall match existing condition.
Concrete must comply with Section 90 of the Standard Specifications.
Aggregate base must comply with Section 26 of the Standard Specifications.
Earthwork must comply with Section 19 and 77-1 of the Standard Specifications.
Prepare subgrade to required grade and cross sections as shown on the plans. Fill any excavation made below the base subgrade with imported base material approved by the ENGINEER.
Prepare subgrade to optimum moisture content and compacted to a relative compaction of ninetyfive percent maximum density. Use mechanical compacting equipment.
Remove all form and construction debris. Backfill all excavations to grade. Backfill all landscape areas with clean native soil and cover with 2 inches of mulch unless shown otherwise on the plans.
The area adjacent to back of sidewalk must be:
1. Level
2. Properly sloped or
3. Retaining wall construct.
PAYMENT
Full compensation for Curb and Gutter, Retaining Curb, Sidewalk, Curb Ramp, Concrete Driveway, Cross Gutter and Spandrel, including all labor, materials, tools, equipment and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the square footage or linear footage price paid for Bid Item, Curb and Gutter, Retaining Curb, Sidewalk, Curb Ramp,
17 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project Concrete Driveway, Cross Gutter and Spandrel, complete and in-place, and no additional compensation will be allowed therefor.
Excavation, embankment, preparing subgrade, placing and compacting sand or aggregate base for Curb and Gutter, Retaining Curb, Sidewalk, Curb Ramp, Concrete Driveway, Cross Gutter and Spandrel shall be considered as included in the various prices paid per square foot or linear foot for Bid Item, Curb and Gutter, Retaining Curb, Sidewalk, Curb Ramp, Concrete Driveway, Cross Gutter and Spandrel, complete and in-place, and no additional compensation will be allowed therefor.
Full compensation for Detectable Warning Surface, including all labor, materials, tools, equipment and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the price paid per each location for Bid Item, Detectable Warning Surface, complete and in-place, and no additional compensation will be allowed therefor.
10-1.41 MULCH
Mulch shall conform to the provisions in Section 20-7.02D(6), “MULCH,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans, and as shown on the plans.
Place two inches of shredded bark mulch over all disturbed native cut and fill slopes or as directed by the ENGINEER.
PAYMENT
Full compensation for Mulch, including all labor, materials, tools, equipment, disposal and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the price paid per cubic yard for Bid Item, Mulch, complete and in-place, and no additional compensation will be allowed therefor.
10-1.42-46 ADJUST SEWER MANHOLE, SEWER CLEANOUT, WATER VALVE, WATER METER
AND FIRE HYDRANT TO FINISH SURFACE
Adjust Sewer Manhole, Sewer Cleanout, and Water Valve Cover and Frame to Finished Surface shall conform to the provisions in Section 15-2.10, “ADJUST,” of the Standard Specifications, the City of Grover Beach Standard Specifications and Standard Drawings, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.
Concrete for concrete collars shall be per Section 90 of the Standard Specifications, 658 pounds per cubic yard cementitious material, with 2% non-corrosive polar set to allow expedited traffic use (less than 24 hour cure time) and be troweled to street grade. Concrete collar dimensions and reinforcing shall be per City standard drawings.
The Contractor shall coordinate with all utility owners regarding the adjustment of their facilities.
Adjusting existing manholes without grade rings is included. Existing manholes without grade rings require new manhole cones and/or lids per the direction of the ENGINEER. Grade rings, cones and lids shall be measured and paid as bid item, Adjust Manhole to Finished Surface.
Relocating water meter towards the street per the direction of the ENGINEER is included.
18 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project The Contractor shall swing tie all manholes, cleanouts, and valve boxes that are to be lowered or covered in any way such that they are no longer visible from the surface. Submit a schematic drawing and record of all swing ties to the ENGINEER such that the ENGINEER can locate all lowered manholes, cleanouts, and valves with only the submitted drawings and swing tie markings in the field. The submitted swing tie drawings shall be approved by the ENGINEER prior to lowering or covering any manhole, cleanout, or valve box.
PAYMENT
Full compensation for Adjust Sewer Manhole, Sewer Cleanout, and Water Valve Cover and Frame to Finished Surface, including all labor, materials, tools, equipment, coordination with utility owners, and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the price paid per each for Bid Item, Adjust Sewer Manhole, Sewer Cleanout, and Water Valve Cover and Frame to Finished Surface, complete and in-place, and no additional compensation will be allowed therefor.
10-1.47 FIRE HYDRANT CONCRETE PAD
Fire Hydrant Concrete Pad shall conform to the provisions in Section 90, “CONCRETE,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans, and as shown on the plans.
Place 4’x4’x4’ concrete pad per City of Grover Beach Standard Detail W.1a and where shown on the project plans or as directed by the ENGINEER. Fire hydrant shall be in the center of the pad.
Pad thickness shall be not less than 4”.
PAYMENT
Full compensation for Fire Hydrant Concrete Pad, including all labor, materials, tools, equipment, disposal and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the price paid per cubic yard for Bid Item, Fire Hydrant Concrete Pad, complete and in-place, and no additional compensation will be allowed therefor. 10-1.48 SEWER CLEANOUT
Sewer Cleanout shall conform to the provisions of the City of Grover Beach Standard Specifications, Standard Drawings, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans. Payment for all work associated with sewer cleanout shall be considered as included in the Bid Item, Sewer Cleanout, and no additional compensation will be allowed therefor.
Contractor will conduct a pre-construction conference with the City of Grover Beach Public Works Department a minimum of 10 working days prior to beginning work on the sewer system.
Potholing may be required to located end of sewer line. The Contractor’s attention is directed to the provisions of Section 5, subsection titled “Underground Facilities” of the Special Provisions for utility investigation requirements.
PAYMENT
Full compensation for Sewer Cleanout, including all labor, materials, tools, equipment, disposal and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the
19 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project price paid per cubic yard for Bid Item, Sewer Cleanout, complete and in-place, and no additional compensation will be allowed therefor.
10-1.49-52 FIRE HYDRANT BREAKAWAY SPOOL, WATER VALVE (10”), WATER VALVE (8”) AND WATER VALVE (6”)
Fire Hydrant Breakaway Spool, Water Valve (10”), Water Valve (8”) and Water Valve (6”) shall conform to the provisions of the City of Grover Beach Standard Specifications, Standard Drawings, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans. Payment for all work associated with Fire Hydrant Breakaway Spool, Water Valve (10”), Water Valve (8”) and Water Valve (6”) shall be considered as included in the various Bid Items, and no additional compensation will be allowed therefor.
Contractor will conduct a pre-construction conference with the City of Grover Beach Public Works Department a minimum of 10 working days prior to beginning work on the water supply system. x Notify City of Grover Beach minimum 10 working days prior to start of work – (805) 473-4530 – [email protected].
Potholing. The Contractor’s attention is directed to the provisions of Section 5, subsection titled “Underground Facilities” of the Special Provisions for water supply investigation requirements.
Notifications. The Contractor must prepare a notification that describes the water service disruption, and must distribute the notice to all residences within the affected area of the water supply shutdown. The notice must make it clear that water service disruption on the scheduled day of the service disruption can extend up to 8 hours, between the hours of 8 am and 5 pm. A sample of the notification is included within this Section. Upon 10 days notification to the City Public Works Department, via email at [email protected], the City will provide the contractor with an approved PDF of the notification for copying and distribution. The Notice must inform residents that every effort will be made to remove accumulated air in the residential service lines, but that residences should be aware that it is normal to have a small amount of air collect in the household water supply system. Residents should be instructed to slowly open faucets and remove any collected air prior to full use. The Notice must be specific as to the date and time interval of the shutdown, and such notice must be provided to the affected residence with a 48 to 72 hour notice of the Work. Do not notice residences in advance of the specified time. If Work schedule extends or delays, re-notice residences such that the notice remains within the specified calendar day noticing time specified above. The Contractor must distribute to each residence/business within the limits identified within Table 1 below. Residences and businesses located on the intersection corners of the expected shutdown zone that face streets away from the shutdown zone listed within Table 1 shall also be noticed because it is common for those addresses to be supplied by the adjacent streets. These notifications must be securely attached to the residences/businesses doors no less than 48 hours prior to the water service work when the service will be shutdown. Service shutdowns must begin no earlier than 8:00 a.m., and must be fully restored no later than 5:00 p.m. that day.
The Contractor will be responsible for the cost of additional public notifications if water supply system work is delayed due to the Contractor’s operations.
The water main valves will be operated only by the City Public Works Department personnel. The Contractor must notify the ENGINEER no fewer than ten (10) working days ahead of when the work on a water system is scheduled to begin. The day of the work, the City’s Public Works Department personnel will close and operate the water main isolation valves. The Contractor shall expect there to be leakage water, perhaps significant, from the aged water system within the City and is responsible for managing any and all water leakage from the main. The City will not pay any additional cost for managing of bypass leakage during water main shutdown work. City personnel will endeavor to shut off the flow to the greatest extent possible. The timeline of water
20 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project shutdown will vary, and it is the Contractor’s responsibility to plan their work to accommodate the shutdown regardless of the length of time necessary to shut the water main valves. All of the Contractor’s costs associated the time necessary for the City crews shutting the water mains off shall be included within the various Bid Items, and no additional compensation will be provided therefore.
The Contractor shall be responsible for closing the service valves for all residences affected prior to the shutdown of water mains. The Contractor shall employ a visual indication system at each water service shut down box (e.g., color stake flags) to provide an at-a-glance indication as to whether the customer’s water service has been re-established after the work is complete (place the visual indication marker at the service box when the service is shut off, and remove it after the service is re-established. At the conclusion of the work, the City’s Public Works Department personnel will re-energize the water system by opening the water main isolation valves.
Contractor will turn services back on after line is pressurized making sure to bleed air trapped in each service at a hose bib. If the City receives weekday after-hour customer calls (calls between 4:30 p.m. and 7:00 a.m.) or anytime weekends, for no water service at a residence/business and the reason for the call was the failure of the Contractor to re-establish the service, then the Contractor will be back charged for labor and equipment for Public Work Utilities staff to reestablish the water service to the customer. The minimum back charge cost is $500 per customer callout after. The Contractor shall effectively employ the visual indication system at each water service shut down to avoid any back charges.
New Water Services. Tie in new 1” water service to replace existing service on same water main at the locations shown on the Plans. The lengths shown on the Plans are the approximate length of the final water service configuration from the main to the water meter box. The typical water service replacement involves construction of new PVC service from the main to the water meter box, and some installation involves relocating the water meter box closer to the street. The Contractor shall be prepared to work with and make connection to any pipe size and material on the customer-side of the meter, and this cost shall be included within the Bid Item. Remove and replace existing sidewalk, curb and gutter to the nearest score joint per these Special Provisions and the direction of the ENGINEER.
The typical steps needed to install the replacement of an existing water service are:
1. Hot tap and construct new services per City Standard,
2. Connect new services at the meter. Install a new customer shutoff valve at the meter per City standard drawing W.4 if one is not already present. Replace meter box per City standard.
3. Open and purge all air and debris at a hose bib at each residence,
4. Abandon existing services per City Standard.
Drain Water from Water System. All drained water shall be collected within a water truck and taken to the City’s Mentone Basin for discharge into the basin. Any water that cannot be collected within a water truck and that must be surface-discharged shall be dechlorinated.
Pressure Testing and Disinfection, Tie-In of New/Replacement Valves and/or Fittings. Due to the nature of this Work, to replace existing in-line water main valves or add new water main valves, the Contractor shall follow disinfection procedures specified in Section 7, Water Supply, of the City’s Standards and Specifications, with the following clarifications:
1. Contractor shall swab all tools and equipment that come in contact with the water system with a 1% hypochlorite solution. Contractor shall swab all new materials (valve, pipe,
21 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project and fittings) with 1% hypochlorite solution just before making the new connection into the piping system.
2. City Public Works’ staff will shut down all water main valves to isolate the work area. The Contractor shall expect that the water shutdown conditions may have leakage flow into the work zone and the Contractor shall be prepared to accommodate same.
3. When removing the old valve to be replaced or cutting in a new valve, drain the existing water main between existing closed valves, taking care not to allow any drained water collecting in the trench to re-enter the exposed pipe. Temporarily plug open ends of existing pipe with sanitized plugs to protect the water system from contamination.
4. The entire isolated water main will be slowly filled with potable water by City crews opening the isolation valves. The Contractor shall bleed air through an available vacuum valve or fire hydrant; if no such appurtenance is available, tap into existing main with a 1” connection with valve to bleed air. A larger connection up to 3” diameter is allowable if this connection must also serve to flush the isolated pipeline.
5. Slug chlorinate the isolated water main per the paragraph entitled “Slug Chlorination”,
6. Flush heavily chlorinated water until the water main runs clear and no discoloration is observed to the satisfaction of the ENGINEER. Manage and dispose of heavily chlorinated water properly in accordance with the Drain Water from Water System provision.
7. City will open existing closed water main isolation valves and restore water supply.
8. Contractor shall observe the new water system infrastructure pipes, valves, fittings, and/or appurtenances for a period no shorter than 2 hours, to confirm no visible leaks at the new valve tie-in prior to backfilling. Coordinate with the ENGINEER to witness observation testing prior to backfill. Remove blowoff valve, and replace with threaded or otherwise restrained cap for permanent closure of this temporary blowoff line, as necessary.
9. After the water main has been adequately disinfected, flushed, and made operational and reenergized, then the Contractor must begin to re-establish service to the residences/businesses. The Contractor shall open a hose bib at the residence/business before opening the customer service valve (or angle stop in instances where there is not a customer service valve) to allow slugs of air to escape prior to entering the residence or structure being served. A steady clear air-free stream of water must be visible at the hose bib before the hose bib is shut off. Each residential water service shall be turned back on using this technique, and all residences shall be back in service prior to 5:00 p.m. that day. No water disruption shall extend beyond this time frame.
Pressure Testing and Disinfection, New Water Main. Comply with Section 7 Water Supply of the City’s Standards and Specifications, procedures for testing and disinfecting water main, Paragraph 7.04, with the following clarifications:
1. Contractor shall isolate new pipeline from existing pipeline using blind flanges, restraints and/or temporary bulkheads, prior to pressure testing new water main. Test pressure shall be per Table 1 of Section 7, Water Supply, of the City’s Standards and Specifications.
22 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project
2. After successful pressure testing is complete, disinfect water main as specified in Section 7, Water Supply, of the City’s Standards and Specifications, following procedures to swab new pipe spools and couplings with 1% hypochlorite solution prior to installation. Slug chlorinate the isolated water main per the paragraph entitled “Slug Chlorination”, Page 139 of the City’s Standard Specifications.
3. Flush heavily chlorinated water until the water main runs clear and no discoloration is observed to the satisfaction of the ENGINEER. Manage and dispose of heavily chlorinated water properly in accordance with the Drain Water from Water System provision. After disinfection and purging of highly chlorinated water, City will open water valves to charge the new water main.
4. The Contractor shall perform a BACT Test in accordance with City Standards. Once the new main passes the BAC-T Test, the Contractor can complete the Work of the water main.
5. The Contractor shall purge the air from water system connections. The Contractor shall open a hose bib at the residence/business before opening the customer service valve (or angle stop in instances where there is not a customer service valve) to allow slugs of air to escape prior to entering the residence or structure being served. A steady clear air-free stream of water must be visible at the hose bib before the hose bib is shut off. Each residential water service shall be turned back on using this technique, and all residences shall be back in service prior to 5:00 p.m. that day. No water disruption shall extend beyond this time frame. Contractor shall follow procedures described above (Tie in of New Valves) for opening service line valves and purging air from services.
Contractor shall request water system shutdown limits and notification limits a minimum of 10 working days prior to start of work.
Removal of existing water valves, lids, pipe, fittings for installation of new valves is included.
23 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project The table below shows approved manufacturers and part number examples for water supply system components. The part number example identifies an acceptable product for use in determining an “or equal” product.
Part Approved Manufacturers Part Number Example
Angle Stop
(for customer side of meter)
Jones or Ford, with level
handle
For 1-inch Service:
Ford B13-444-HT-34-NL
Angle Meter Stop Mueller, Ford or Jones
Ball or Orsiseal design
For 1-inch Service:
Ford KV73-444-WAWT-NL
Corporation Stop Mueller, Ford or Jones For 1-inch Service:
Ford F1102-4-NL
Clamp Mueller, Ford or Jones Ford 202BS
Meter Box Brooks Products or Christy’s For 1-inch service:
Brooks Products 38S (cover
with meter read lid)
Valve Box Brooks Products or Christy’s Christy’s G5
Fire Hydrant Clow Valve Company Clow 950 for residential areas.
Clow 960 for commercial
areas.
Gate Valves 4-inches and
larger, with replaceable
rubber encapsulated wedge
Mueller or Clow Mueller Series 2360
Air/Vacuum Valve Covers Pipeline Products or equal Pipeline Products VCAS1830-SM Water System Sample Test
Station Covers
Pipeline Products or equal Pipeline Products WTSQ658SS
24 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project Sample Public Notification
25 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project
PAYMENT
Full compensation for various items under Fire Hydrant Breakaway Spool, Water Valve (10”), Water Valve (8”) and Water Valve (6”), including all labor, materials, tools, equipment and all incidentals and conforming to all of the applicable provisions of the City of Grover Beach Standard Specifications, Standard Drawings, these Special Provisions, and the requirements of the ENGINEER, shall be considered as included in the various price paid for Bid Items under Fire Hydrant Breakaway Spool, Water Valve (10”), Water Valve (8”) and Water Valve (6”), complete and in-place, and no additional compensation will be allowed therefor.
Sawcutting, excavation, preparing subgrade, placing and compacting select material, native material, aggregate base, concrete to replace sidewalk, curb and gutter, and asphalt concrete to replace the roadway section shall be considered as included in the various prices per various items under Water Supply, complete and in-place, and no additional compensation will be allowed therefor.
Payment for any removals of the existing water system, as well as new fittings, adaptors, couplings and restraints necessary for completion of the valve installation shall be included in the each price for bid items, Water Valve (10”), Water Valve (8”) and Water Valve (6”) and no additional compensation will be allowed therefore.
10-1.53 THERMOPLASTIC TRAFFIC STRIPE (12” LIMIT LINE)
Thermoplastic Traffic Stripe (12” Limit Line) shall conform to the provisions in Section 84, “TRAFFIC STRIPES AND PAVEMENT MARKINGS” and Section 85, “PAVEMENT MARKERS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.
Where there is existing pavement to remain, removing existing limit line is included. Grind and Fog Seal existing limit line per the direction of the ENGINEER. Fog Seal Coat per Section 37-2, “SEAL COATS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on plans.
PAYMENT
Full compensation for Thermoplastic Traffic Stripe (12” Limit Line), including all labor, materials, tools, equipment and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the linear foot price paid for Thermoplastic Traffic Stripe (12” Limit Line) Bid Item, complete and in-place, and no additional compensation will be allowed therefor. 10-1.54 THERMOPLASTIC PAVEMENT MARKINGS (“STOP” LEGEND) Thermoplastic Pavement Markings (“Stop” Legend) shall conform to the provisions in Section 84, “TRAFFIC STRIPES AND PAVEMENT MARKINGS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.
Where there is existing pavement to remain, removing existing pavement markings is included.
Grind and Fog Seal existing markings per the direction of the ENGINEER. Fog Seal Coat per Section 37-2, “SEAL COATS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on plans.
26 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project
PAYMENT
Full compensation for Thermoplastic Pavement Markings (“Stop” Legend), including all labor, materials, tools, equipment and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the price paid per square foot for Bid Item, Thermoplastic Pavement Markings (“Stop” Legend), complete and in-place, and no additional compensation will be allowed therefor.
10-1.55 PAINT CURB RED
Paint Curb Red shall conform to the provisions in Section 84, “TRAFFIC STRIPES AND PAVEMENT MARKINGS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.
Paint curb or asphalt dike red for 20 feet centered at each fire hydrant and as shown on the plans or as directed by the ENGINEER.
PAYMENT
Full compensation for Paint Curb Red, including all labor, materials, tools, equipment and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the price paid per linear foot for Bid Item, Paint Curb Red, complete and in-place, and no additional compensation will be allowed therefor.
10-1.56 BLUE RETROREFLECTIVE PAVEMENT MARKERS
Blue Retroreflective Pavement Markers shall conform to the provisions in Section 85, “PAVEMENT MARKERS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.
Blue Retroreflective Pavement Markers shall be installed near the centerline of the street at all new fire hydrants and at all existing fire hydrants within the limits of new pavement per the City’s standard drawings and the current California MUTCD. Two blue retroreflective pavement markers shall be installed per Figure 3B-102 of the CA MUTCD for fire hydrants located at intersections.
PAYMENT
Full compensation for Blue Retroreflective Pavement Markers, including all labor, materials, tools, equipment and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the price paid per each for Bid Item, Blue Retroreflective Pavement Markers, complete and in-place, and no additional compensation will be allowed therefor.
27 | P a g e CIP 2295-19 – Measure K-14 Street Rehabilitation and Repair Project
APPENDIX A: CONSTRUCTION SURVEY CUT-SHEET EXAMPLE
CASE C EXAMPLE
CITY OF GROVER BEACH
EXHIBIT FOR
APPENDIX B DRAWN BY:
CHECKED BY:
SHEET NO.
11 OF DATE:
SCALE: AK
KK
NTS
08/06/26
CIP 2295-19
TYPICAL CURB RAMP QUANTITIES
LEGEND:
CURB AND GUTTER
RETAINING CURB
CURB RAMP
SPANDREL
NOTES:
1) PAVE-OUT INCLUDING SAWCUT, EXCAVATION, BASE
AND HMA, IS INCLUDED IN THE PRICE PAID FOR THE
ADJACENT MINOR CONCRETE ITEMS. PAVE-OUT
QUANTITIES ARE NOT TO BE MEASURED AND PAID
SEPARATELY.
2) CURB AND GUTTER ARE PAID BUY LINEAR FOOT AND
MEASURED AT FACE OF CURB.
3) DETECTABLE WARNING SURFACE NOT SHOWN.
CASE A EXAMPLE
Appendix B
SITE MAP
CITY OF GROVER BEACH
CIP 2295-19 MEASURE K-14
STREET REPAIR AND REHABILITATION PROGRAM
VICINITY MAP
TITLE SHEET
1 101
101
PROJECT
LOCATION
R
ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS
OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISE OR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
101
City of Grover BeachPublic Works Director
PROJECT CONTROL (01) 2
ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
PROJECT CONTROL PLAN PROJECT CONTROL PLAN
PROJECT CONTROL (02) 3
ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
PROJECT CONTROL PLAN
PROJECT CONTROL (03) 4
ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
PROJECT CONTROL PLAN
DETAIL SHEET (01) 5
ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS
OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISE OR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
DETAIL SHEET (02) 6
ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS
OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISE OR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
DETAIL SHEET (03) 7
ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS
OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISE OR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
AA
AA
AA
TYPICAL SECTIONS (1) 8
ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
TYPICAL SECTIONS (2) 9
ALOHA KE AKUA
ENGINEERING CORPORATION
PO BOX 3470
SHELL BEACH, CA 93448
805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
DRIVEWAY DETAILS
10 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
ADA CURB RAMP DETAILS (1-4) 11
ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
ADA CURB RAMP DETAILS (5-7) 12
ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
ADA CURB RAMP DETAILS (8-11) 13
ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
ADA CURB RAMP DETAILS (12-14) 14
ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
ADA CURB RAMP DETAILS (15-18) 15
ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
SIDEWALK INFILL DETAILS
16 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
AA
BB
CC
UTILITY PLAN - BRIGHTON AVE (STA 10+00 - 14+25)
UTILITY PLAN - BRIGHTON AVE
17 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
UTILITY PLAN - BRIGHTON AVE (STA 14+25 - 20+00)
UTILITY PLAN - BRIGHTON AVE (STA 20+00 - 24+65)
UTILITY PLAN - BRIGHTON AVE
18 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
UTILITY PLAN - BRIGHTON AVE (STA 24+65 - 31+10)
UTILITY PLAN - BRIGHTON AVE (STA 31+10 - 36+17)
UTILITY PLAN - BRIGHTON AVE & RAMONA AVE
19 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
UTILITY PLAN - RAMONA AVE (STA 10+00 - 15+50)
UTILITY PLAN - RAMONA AVE (STA 19+20 - 24+25)
UTILITY PLAN - RAMONA AVE
20 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
UTILITY PLAN - RAMONA AVE (STA 24+25 - XX+00)
UTILITY PLAN - RAMONA AVE (STA 30+30 - 33+99)
UTILITY PLAN - RAMONA AVE & N 2ND ST
21 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
UTILITY PLAN - N 2ND STREET (STA 10+00 - 13+20) UTILITY PLAN - N 2ND STREET (STA 34+00 - 36+60)
UTILITY PLAN - N 5TH ST
22 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
UTILITY PLAN - N 5TH STREET (STA 10+00 - 14+40)
UTILITY PLAN - N 5TH STREET (STA 14+40 - 19+20)
UTILITY PLAN - N 5TH ST
23 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
UTILITY PLAN - N 5TH STREET (STA 19+20 - 24+03)
UTILITY PLAN - N 5TH STREET (STA 24+03 - 27+59)
UTILITY PLAN - N 6TH ST
24 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
UTILITY PLAN - N 6TH STREET (STA 10+00 - 14+90)
UTILITY PLAN - N 6TH STREET (STA 14+90 - 20+90)
UTILITY PLAN - N 6TH ST
25 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
UTILITY PLAN - N 6TH STREET (STA 20+90 - 25+90)
UTILITY PLAN - N 6TH STREET (STA 25+90 - 31+27)
UTILITY PLAN - N 6TH ST & N 7TH ST
26 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
UTILITY PLAN - N 6TH STREET (STA 34+32 - 36+92)
UTILITY PLAN - N 7TH STREET (STA 10+00 - 15+34)
UTILITY PLAN - N 7TH ST
27 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
UTILITY PLAN - N 7TH STREET (STA 15+34 - 18+89)
UTILITY PLAN - N 7TH STREET (STA 18+89 - 22+57)
ROADWAY PLAN - BRIGHTON AVE
28 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
STREET IMPROVEMENT PLAN STA 10+00 - 15+00 - PROFILE VIEW STREET IMPROVEMENT PLAN STA 10+00 - 15+00 - PLAN VIEW
ROADWAY PLAN - BRIGHTON AVE
29 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
STREET IMPROVEMENT PLAN STA 15+00 - 20+00 - PROFILE VIEW STREET IMPROVEMENT PLAN STA 15+00 - 20+00 - PLAN VIEW
ROADWAY PLAN - BRIGHTON AVE
30 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
STREET IMPROVEMENT PLAN STA 20+00 - 25+00 - PROFILE VIEW STREET IMPROVEMENT PLAN STA 20+00 - 25+00 - PLAN VIEW
ROADWAY PLAN - BRIGHTON AVE
31 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
STREET IMPROVEMENT PLAN STA 25+00 - 30+00 - PROFILE VIEW STREET IMPROVEMENT PLAN STA 25+00 - 30+00 - PLAN VIEW
ROADWAY PLAN - BRIGHTON AVE
32 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
STREET IMPROVEMENT PLAN STA 30+00 - 32+50 - PROFILE VIEW STREET IMPROVEMENT PLAN STA 30+00 - 32+50 - PLAN VIEW
ROADWAY PLAN - BRIGHTON AVE
33 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
STREET IMPROVEMENT PLAN STA 32+50 - 36+00 - PROFILE VIEW STREET IMPROVEMENT PLAN STA 32+50 - 36+00 - PLAN VIEW
ROADWAY PLAN - RAMONA AVE
34 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
STREET IMPROVEMENT PLAN STA 10+00 - 15+20 - PLAN VIEW
STREET IMPROVEMENT PLAN STA 10+00 - 15+20 - PROFILE VIEW
ROADWAY PLAN - RAMONA AVE
35 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
STREET IMPROVEMENT PLAN STA 19+00 - 24+00 - PLAN VIEW
STREET IMPROVEMENT PLAN STA 19+00 - 24+00 - PROFILE VIEW
ROADWAY PLAN - RAMONA AVE
36 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
STREET IMPROVEMENT PLAN STA 24+00 - 29+00 - PLAN VIEW
STREET IMPROVEMENT PLAN STA 24+00 - 29+00 - PROFILE VIEW
ROADWAY PLAN - RAMONA AVE
37 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
STREET IMPROVEMENT PLAN STA 29+00 - 34+00 - PLAN VIEW
STREET IMPROVEMENT PLAN STA 29+00 - 34+00 - PROFILE VIEW
ROADWAY PLAN - N 2ND ST
38 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
STREET IMPROVEMENT PLAN STA 10+00 - 14+50 - PLAN VIEW
STREET IMPROVEMENT PLAN STA 10+00 - 14+50 - PROFILE VIEW
ROADWAY PLAN - N 2ND ST
39 ALOHA KE AKUA
ENGINEERING CORPORATION
PO BOX 3470
SHELL BEACH, CA 93448
805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
STREET IMPROVEMENT PLAN STA 34+00 - 36+50 - PLAN VIEW
STREET IMPROVEMENT PLAN STA 34+00 - 36+50 - PROFILE VIEW
ROADWAY PLAN - N 5TH ST
40 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
STREET IMPROVEMENT PLAN STA 10+00 - 15+00 - PLAN VIEW
STREET IMPROVEMENT PLAN STA 10+00 - 15+00 - PROFILE VIEW
ROADWAY PLAN - N 5TH ST
41 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
STREET IMPROVEMENT PLAN STA 15+00 - 20+00 - PLAN VIEW
STREET IMPROVEMENT PLAN STA 15+00 - 20+00 - PROFILE VIEW
ROADWAY PLAN - N 5TH ST
42 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
STREET IMPROVEMENT PLAN STA 20+00 - 24+00 - PLAN VIEW
STREET IMPROVEMENT PLAN STA 20+00 - 24+00 - PROFILE VIEW
ROADWAY PLAN - N 5TH ST
43 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
STREET IMPROVEMENT PLAN STA 24+00 - 27+50 - PLAN VIEW
STREET IMPROVEMENT PLAN STA 24+00 - 27+50 - PROFILE VIEW
ROADWAY PLAN - N 6TH ST
44 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
STREET IMPROVEMENT PLAN STA 10+00 - 15+00 - PLAN VIEW
STREET IMPROVEMENT PLAN STA 10+00 - 15+00 - PROFILE VIEW
ROADWAY PLAN - N 6TH ST
45 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
STREET IMPROVEMENT PLAN STA 15+00 - 20+00 - PLAN VIEW
STREET IMPROVEMENT PLAN STA 15+00 - 20+00 - PROFILE VIEW
ROADWAY PLAN - N 6TH ST
46 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
STREET IMPROVEMENT PLAN STA 20+00 - 25+00 - PLAN VIEW
STREET IMPROVEMENT PLAN STA 20+00 - 25+00 - PROFILE VIEW
ROADWAY PLAN - N 6TH ST
47 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
STREET IMPROVEMENT PLAN STA 25+00 - 30+00 - PLAN VIEW
STREET IMPROVEMENT PLAN STA 25+00 - 30+00 - PROFILE VIEW
ROADWAY PLAN - N 6TH ST
48 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
STREET IMPROVEMENT PLAN STA 30+00 - 31+50 - PLAN VIEW
STREET IMPROVEMENT PLAN STA 30+00 - 31+50 - PROFILE VIEW STREET IMPROVEMENT PLAN STA 34+00 - 37+00 - PLAN VIEW
STREET IMPROVEMENT PLAN STA 34+00 - 37+00 - PROFILE VIEW
ROADWAY PLAN - N 7TH ST
49 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
STREET IMPROVEMENT PLAN STA 10+00 - 15+00 - PLAN VIEW
STREET IMPROVEMENT PLAN STA 10+00 - 15+00 - PROFILE VIEW
ROADWAY PLAN - N 7TH ST
50 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
STREET IMPROVEMENT PLAN STA 15+00 - 19+00 - PLAN VIEW
STREET IMPROVEMENT PLAN STA 15+00 - 19+00 - PROFILE VIEW
ROADWAY PLAN - N 7TH ST
51 ALOHA KE AKUA
ENGINEERING CORPORATIONPO BOX 3470
SHELL BEACH, CA 93448805 888-1952
www.AKAengco.us
REVISIONS
DATE
APPROVED: RECOMMENDED FOR APPROVAL:
City of Grover Beach
PUBLIC IMPROVEMENT PLANS
04/06/26
BY DESCRIPTION
CIP 2295-19 MEASURE K-14
PER PLAN
51 AKKK250604
THESE PLANS AND SPECIFICATIONS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF AKA ENGINEERING COMPANY AND SHALL NOT BE USED OTHERWISEOR REPRODUCED WITHOUT THE EXPRESSED WRITTEN AUTHORITY OF AKA ENGINEERING COMPANY.
NO. 74725
ANNA M.KAUO
TSI
G
E
R
RE ED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA L FI ORN AI
EXP.
CIV IL
12/31/2027
STREET IMPROVEMENT PLAN STA 19+00 - 22+50 - PLAN VIEW
STREET IMPROVEMENT PLAN STA 19+00 - 22+50 - PROFILE VIEW
C i t y o f G r o v e r B e a c h
BID OPENING LOG SHEET
154 S. 8th Street ❖Grover Beach, CA 93433 ❖805/473-4530 ❖[email protected] Visit our website at www.groverbeach.org
Deadline: Thursday, September 3, 2026 2:00pm
Project Name: CIP 2295-19 Measure K-14 Street Rehabilitation & Repair Project Estimated Cost: $3,100,000
SUBMITTED BY TIME TOTAL BASE BID ADDENDUM(S)
1. CalPortland Construction
P.O. Box 1280
Santa Maria, CA 93456
1:33pm $3,021,360.17 1
2. Griffith Company
1128 Carrier Parkway Ave.
Bakersfield, CA 93308
1:34 pm $3,662,735.00 1
3. Granite Construction Co.
5335 Debbie Road
Santa Barbara, CA 93111
1:42 pm $2,863.924.00 1
4. Brough Construction, Inc.
530 Paulding Circle, Suite B
Arroyo Grande, CA 93420
1:43 pm $2,982,863.00 1
5. Taylor Jane Consturction
P.O. Box 1327
Nipomo, CA 934444
1:45 pm $3,676,852.00 1
6. JJ Fisher Construction Inc.
P.O. Box 2219
Nipomo, CA 93444
1:47pm $3,270,206.00 1
7.Souza Construction
P.O. Box 3810
San Luis Obispo, CA 93403
1:48 pm $2,801,210.35 1
8. Seamair Construction, Inc.
P.O. Box 14613
San Luis Obispo, CA 93406
1:49 pm $3,014,717.78 1
Attachment 2
C i t y o f G r o v e r B e a c h
BID OPENING LOG SHEET
154 S. 8th Street ❖Grover Beach, CA 93433 ❖805/473-4530 ❖[email protected] Visit our website at www.groverbeach.org
SUBMITTED BY TIME TOTAL BASE BID ADDENDUM(S)
9. Cen-Cal Construction
P.O. Box 81737
Bakersfield, CA 93380
1:51 pm $2,484,999.00 1
These results are preliminary. Bids have not been verified for responsiveness. The City shall award the contractor for the Project to the lowest responsive, responsible Bidder as determined by the City from the Base Bid.
_______________________________
E. Wiggin, CIP Project Manager
Project #2295-19
Design Starting May 2025 & Construction schedule TBD
STREET LIST:
Brighton Avenue, Front Street to Beckett
Brighton Avenue, N. 2nd to N. 4th Street
Brighton Avenue, N. 4th Street to N. 8th Street
Ramona Avenue, Front Street to N. 3rd Street
Ramona Avenue, N. 4th Street to N. 8th Street
North 2nd Street, Park View Avenue to Ocean View Avenue North 2nd Street, West Grand Avenue to Ramona Avenue
North 5th Street, West Grand Avenue to Saratoga Avenue
North 6th Street, West Grand Avenue to Atlantic City Avenue North 6th Street, Park View Avenue to Ocean View Avenue North 7th Street, Brighton Avenue to Atlantic City Avenue